92-96 Beaufort Co. District VII Water & Sewer

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Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environment, Health & Natural Resources
and
Coastal Resources Commission
Vrrmt't
for
X Major Development in 1h Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
b
authorizing development in Beaufort County at Pamlien River, south side within Richland
Township area , as requested in the pennittee's application dated 12/4/96 including attached worlminn
drawings. 35 dated received 1/30/96
This permit, issued on ��o/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.
Easement Required
1) Prior to initiation of construction at sites 4, 5, 13, 16, 18, as identified on the attached workplans,
the pemuttee must apply for and receive an Easements) from the Department of Administration's
State Property Office as required under N.C.G.S. 146-12(e).
Excavation and Fill
2) In order to protect juvenile shrimp and fin fish populations, no excavation or filling will be
permitted in any open water area between April 1 and September 30 of any year without the prior
approval of the Division of Coastal Management, in consultation with the Division of Marine
Fisheries.
sheets for Additional
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.
AG oger N. Schecter, Director
eivision of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Beaufort County Dist. VII Water and Sewer Permit #92-96
Page 2 of 3
ADDITIONAL CONDITIONS
3) All excavated materials will be confined above mean high water and landward of regularly or
irregularly flooded marshes behind adequate dikes or other retaining structures to prevent spill-
over of solids into any vegetated wetlands or surrounding waters.
4) Where proposed for shoreline stabilization, the riprap shall not extend more than two feet beyond
the normal water level. In no case shall the riprap create a hazard to navigation or significantly
decrease the width of the waterbody.
5) All riprap material must consist of clean rock or masonry materials such as, but not limited to,
granite or broken concrete. `
6) The temporary placement or double handling of excavated or fill material within waters or
vegetated wetlands is not authorized.
NOTE: If it is decided that the subaqueous trenches are to be backfilled, the N.C. Division of
Environmental Management (DEM) must approve the backfrll material prior to its
placement. This approval should be coordinated through the DEM.
General
7) The alignment of the proposed diffuser pipe must be staked and approved by a representative of
the Division of Coastal Management prior to its construction.
8) The waterward end of the proposed diffuser must be permanently marked with a floating buoy.
All specifications of the buoy must be approved by the U.S. Coast Guard prior to its installation.
The buoy must be placed immediately after the diffuser pipe is in place and must be maintained
for as long as the diffuser pipe is located at the site.
9) All disturbed wetland areas must be returned to their pre -project contours immediately after pipe
placement.
10) Prior to any construction activities, a pre -construction meeting shall be held between the
permittee, permittee's contractor and a representative of the Division.
NOTE: Any changes in construction methods or locations may require a modification of this
permit. Contact a representative of the Division at [phone] prior to
commencement of any such activity for this determination.
NOTE: The permittee is encouraged to contact the Public Health Pest Management Section at
[phone] to schedule a pre -construction conference to discuss mosquito control
measures.

Beaufort County Dist. VII Water and Sewer Permit #92-96
Page 3 of 3
NOTE: The permittee is advised that plans and specifications for all water system improvements
must be approved by the Division of Environmental Health prior the award of a contract
or the initiation of construction (as required by 15A NCAC 18C 0.0300 et. Seq .). For
information, contact the Public Water Supply Section at [phone].
NOTE: The N.C. Division of Environmental Management authorized the proposed project under
General Certification 3025 (DEM Project No. 960037) which was issued on 4/26/96,
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit
No. 198400049 (COE Action Id. No. 199601519) which was issued on 4/4/96.

9Q,- 4�?�
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
May 6, 1996
Beaufort County District VII Water and Sewer
P.O. Box 1027
Washington, NC 27889
ATTENTION: Mr. Frank Bonner
Dear Sirs:
AIffl?WA 1-�
ll 400
EDEHNR
MAY 1 0 1996
----------------
This letter is in response to your application request under the Coastal Area Management
Act (CAMA) to install potable water lines and a wastewater discharge diffuser in the Richlands
Township area of Beaufort County. The application was received by the Division's Washington
office on January 30, 1996, at which time a coordinated state and federal review of the proposed
project was initiated. However, it has been determined that additional information will be
required before taking final action on your application request. The required information is
summarized below;
1) For all development which will occur on private lands (sites 4, 5, 13, 16, 18 as identified in
the original permit application), documentation that the property owners have given
permission for the proposed work to take place on their property must be obtained and
copies provided to this office prior to the Division taking final action on your permit
application.
2) For the 5 sites listed above, easements must be obtained from the Department of
Administration, State Property Office for the crossing of state waters. Copies of these
easements must be also be provided to this office prior to the Division taking final action
on your permit application.
In accordance with T15A:07J.0204(d), which states that processing of an application may
be placed on hold if additional information from the applicant is necessary to adequately assess the
project, processing of your application must be terminated until such time as the information
requested is provided to this office. As required by T15A:07J.0204(d), during the pendency of
any termination of processing, the permit processing period will not run. Following receipt of the
requested information, processing will begin at the point where it was terminated.
P.O. Box 27687, N%�«,C FAX [phone]
Raleigh, North Carolina 27611-7687 1, An Equal FAX
Acton Employer
Voice919-733-2293 50% recycied/10% post -consumer paper

If you have any questions concerning this matter, please feel free to contact me at (919)
733-2293, P.O. Box 27687, Raleigh, NC 27611.
Sincerely,
Doug Huggett
Assistant Major Permits Coordinator
cc: David Gossett, DCM-Washington
DCM-Morehead City.

APPLICATION TRANSMITTAL/PROCESSING RECORD //}}����
eaufort Counthy District VII /0�/
A) Applicant: ichland Towns ip Water & Sewer County: Beauf �i
Phase 1
Location of Project: On the south side of the Pamlico River within the Richland
Township area
Date Application Received Complete by Field: 30 January 1996
Field Recommendation: Attached X To be Forwarded
Consistency Determination: Attached To be Forwarded X
Field Representative: D. Gossett District Office: Washington
District Manager Review:
B) Date Application Received in Raleigh:
Public Notice Rec'd:
Adj. Rip. Prop Notices Rec'd:
Application Assigned to:
C) 75 Day Deadline:
D)
Mail Out Date:
Federal Due Date:
Permit Final Action: Issue
Fee Rec'd: $
End of Notice Date:
Deed Rec'd:
_ on
150 Day Deadline:
State Due Date:
Fed. Comments Rec'd on
Deny Draft on
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS
YES NO
NOTES
Coastal Management District Office
Division of Comm. Assistance
Land Quality Section
Div. of Env. Management
State Property Office
Div. of Archives & History
Div. of Env. Health
Div. of Highways
Wildlife Resources Commission
FE
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Div. of Water Resources
Div. of Marine Fisheries
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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
Beaufort County
District VII-Richland Township
Water & Sewer
P. O. Box 1027
Washington, NC 27889
Dear Sir:
"?FA
EDEH R
April 16, 1996 O N� rJl
p AFR 2 3 1996 k
�........................ .p,
This letter is with reference to your application for a Coastal Area Management Act
Major Development permit to carry out construction on property located within Richland
Township, in Beaufort County. Although processing of the application is nearing completion,
additional time is needed for this office to complete the review and make a decision on your
request. Therefore, it is necessary that the standard review time be extended. An additional 75
days is provided by G.S. 113A-122(c) which would make June 28, 1996 the new deadline for
reaching a decision on your request. However, we expect to take action prior to that time and
will do so as soon as possible. In the interim, if you have any question on the status of your
application, do not hesitate to contact this office.
Very sincerely,
Doug Huggett
Asst. Major Permits Coordinator
DH/aw
cc: DCM-Washington
DCM--Morehead City
P.O. Box 27687, N%'CAn
`�FAX [phone]
Raleigh, North Carolina 27611-7687 Equal FAX
Action Employer
Voice 919-733-2293 1 50% recycled/10% post -consumer paper

DATE:
SUBJECT:
MEMORANDUM
David Gossett
John Crew
14 February 1996
FEB 21 1996 i
3 W76�i:�rrvr
Beaufort County District VII - Richland Township Water and Sewer - Phase 1,
Beaufort County and Town of Aurora
This proposal by the District is to install water lines for a public water system and water treatment
discharge line. Numerous creek crossings are proposed. Public Trust Areas, Coastal Wetland,
Estuarine Shoreline and Estuarine Water AECs are involved. This proposal comes under the auspices
of the March 1993 CRC certified Beaufort County Land Use Plan update and the September 1991 CRC
certified Town of Aurora plan. Rural with Services and the Conservation land classification are areas
involved in this proposal.
The Beaufort County plan offers the following guidance on proposals of this type:
County policy on AECs (page VIII-4) states "preserve and protect AECs within Beaufort
County." Implementation of this policy includes %. Support development in AECs only if such
development meets the management objectives in 15 NCAC 7H .0203 and the use standards in
15 NCAC 7H .0208 and .0209."
The county land classification system (page IX-8, etc.) and the land classification map (appendix)
acknowledges all AECs are by definition included in the Conservation land class and as such
(page IX-9) are regulated by the N.C. Coastal Management Program.
Additionally, the Rural with Services land class (page IX-8 - IX-9) calls for this class to be
applied where rural water'service will be supplied for a distance along 200' on each side of all
state maintained roads (county wide) that are not currently grouped into another land
classification system.
My opinion is if this proposal can be accomplished in accordance with applicable AEC standards it will
not be inconsistent with the March 1993 CRC certified Beaufort County Land Use Plan update.
The water treatment discharge portion of this proposal is within the Town of Aurora planning area.
Public Trust Area AECs are involved. This portion of the proposal comes under the auspices of the
September 1991 CRC certified Town of Aurora Land Use Plan update.
The plan offers the following guidance on proposals of this type:
Town policy on AECs (page 25-26) notes the town will abide by state permits authorized in all
AECs and alIQ notes that adjacent to all public trust waters where coastal wetlands do not exist
the town will continue to use a 75' conservation buffer. In this buffer area 9nly those uses
permitted within coastal wetlands will be allowed. This buffer zone is intended to be a device
of the local government to show added protection for the resource.

MEMORANDUM
't 14 February 1996
Page 2
The town's land classification map, map 5 - page 56, shows the landward portion of the proposal
in the above referenced Conservation land class with similar language as above contained on
pages 57-58.
My opinion is if this proposal can be accomplished in accordance with applicable Public Trust AEC use
standards and applicable use standards for Coastal Wetland AECs (refer to above dialogue on the
conservation land buffer) the proposal would not be inconsistent with the CRC certified 1991 Town of
Aurora Land Use Plan update.
cc: John Parker
,,Pfeston Pate

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1.
2.
3.
4.
APPLICANT'S NAME: Beaufort County District VII - Richland Township Water and Sewer -
Phase 1
LOCATION OF PROJECT SITE: On the south side of the Pamlico River within the Richland
Township area, Beaufort County
Photo Index - 1989: See attached 1984: See attached
State Plane Coordinates - X: See attached Y: See attached
INVESTIGATION TYPE: CAMA/Dredge and Fill
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 January 1996
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 30 January 1996
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County/Town of Aurora
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust Area, Coastal Wetlands, Estuarine Waters and Estuarine
Shoreline
(C) Water Dependent: No
(D) Intended Use: County potable water system
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - N/A
Planned - Potable water lines
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
±4,020 sq. ft.
Non -Coastal
±370 sq. ft.
(B) Non -Vegetated Wetlands
(C) Other
Open Water
±10,070 sq. ft.
±472 sq. ft.
(D) Total Area Disturbed: ±14,932 sq. ft. or 0.34 acre (These are areas disturbed within AEC)
(E) Primary Nursery Area: No
(F) Water Classification: Varies Open: No
*All excavated wetlands to be restored to pre -project contours.
8. PROJECT SUMMARY: The applicant is proposing to place potable water lines within District VII -
Richland Township Water and Sewer District of Beaufort County and to install a wastewater
discharge diffuser into South Creek, adjacent the Hwy. 33 bridge crossing.

ATTACIMENT
1.
X: 2,660,000
Y:
566,200
Aurora Quad Lower Right
1989: N/A
1984: N/A
2.
X: 2,661,400
Y:
563,600
Aurora Quad Lower Right
1989: N/A
1984: N/A
3.
X: 2,661,600
Y:
558,200
Aurora Quad Lower Right
1989: N/A
1984: N/A
4.
X: 2,680,200
Y:
576,400
South Creek Quad Upper Left
1989: 2-80-8 X18
1984: N/A
5.
X: 2,682,400
Y:
577,200
South Creek Quad Upper Left
1989: N/A
1984: N/A
6.
X: 2,657,000
Y:
574,600
Aurora Quad Lower Right
1989: 2-79-14
R8
1984: 69-1004
E15
7.
X: 2,657,000
Y:
576,000
Aurora Quad Lower Right
1989: 2-79-14
V10
1984: 69-1004
Al2
8.
X: 2,671,200
Y:
599,400
Ransomville Quad Lower Left
1989: 2-76-17
J15
1984: 68-1390
P5
9.
X: 2,675,600
Y:
597,400
South Creek Quad Upper Left
1989: 2-76-17
W5
1984: 68-1391
07
10.
X: 2,682,400
Y:
593,600
South Creek Quad Upper Left
1989: 2-78-19
K16
1984: 68-1393
P19
11.
X: 2,682,800
Y:
593,800
South Creek Quad Upper Left
1989: 2-78-19
K14
1984: 68-1393
018

12.
X: 2,683,400
Y:
593,800
South Creek Quad Upper Left
1989: 2-78-19
M12
1984: 68-1393
N16
13.
X: 2,663,600
Y:
572,000
Aurora Quad Lower Left
1989: 2-80-1
J9
1984: N/A
14.
X: 2,623,600
Y:
619,200
Blounts Bay Quad Lower Right
1989: 2-69-5
Q18
1984: 68-1381
N11
15.
X: 2,634,800
Y:
593,800
Aurora Quad Upper Left
1989: 2-74-1
C8
1984: N/A
16.
X: 2,636,200
Y:
592,400
Aurora Quad Upper Left
1989: 2-74-1
I6
1984: N/A
17.
X: 2,634,000
Y:
577,800
Aurora Quad Upper Left
1989: 2-76-3
N13
1984: N/A
18.
X: 2,633,400
Y:
579,400
Aurora Quad Upper Left
1989: 2-76-3
H13
1984: N/A
19.
X: 2,665,600
Y:
568,400
Aurora Quad Lower Right
1989: 2-80-1
W10
1984: N/A

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Beaufort County, North Carolina
Environmental setting
District VII - Richland Township Water and Sewer District of Beaufort County is
applying for permits to place potable water lines throughout Richland Township in Beaufort
County. The Township is located on the south side of the Pamlico River in the vicinity of the
Town of Aurora. The lines will transverse 19 sites that are designated Areas of Environmental
Concern by the Coastal Resources Commission. The setting for each of these sites are as
follows:
Site No. 1
Located on SR 1925 at Broomfield Swamp Creek, a tributary of South Creek. This site
is a Public Trust Area, is navigable, and has a depth of ±6' at NWL. The creek, which
has been channelized, is transversed by a bridge and has a width of ±52'. No coastal
wetlands are present. The predominate vegetation are uplands with a considerable
amount of Fescue grass. Some common reed is present.
Site No. 2
Located on SR 1923 at South Creek. This is a Public Trust Area which is navigable
and has a depth of ±11'. The creek at this location is ±92 wide, has been channelized
and is transversed by a bridge. No coastal wetlands are present. The creek is bordered
by upland vegetation which is dominated by Fescue grass.
Site No. 3
Located on SR 1924 at South Creek. This site is a navigable Public Trust Area which
has a depth of ±10' at NWL. The creek, which has been channelized, is transversed
by a bridge and has a width of ±75'. No coastal wetlands are present. The creek is
bordered by upland vegetation which is dominated by Fescue grass.
Site No. 4
Located on SR 1912 at a tributary of Bond Creek. This site is a navigable Public Trust
Area which has a depth of ±4' at NWL. The creek has a natural appearance, a width
of ±30' and a culvert is located at the site through which the tributary flows. No coastal
wetlands (marsh) are present. The creek is bordered by upland wooded areas dominated
by pines. Some myrtles and common reed are present.
Site No. 5
Located on SR 1912 across a tributary of Bond Creek. This site is a navigable Public
Trust Area which has a depth of ±5' at NWL. The creek has a natural appearance, a
width of ±45' and two culverts are located at the site through which the tributary flows.
The creek is bordered by coastal wetlands, predominately Cladium jamaicense on the
west side and Phragmites sp_ on the east side.
Site No. 6
Located on NC 306 at Bailey's Creek, a tributary of South Creek. The site is a
navigable Public Trust Area which has a depth of ±3' at NWL. The creek has a natural
appearance, a width of 34' and a bridge is located at the site. There are no coastal
wetlands (marsh) bordering the creek. Vegetation consist of various upland grasses,
predominately Fescue.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 2
Site No. 7
Located on NC 306 at Whitehurst Creek, a tributary of South Creek. The site is a
navigable Public Trust Area which has a depth of ±4' at NWL. The creek has a natural
appearance, a width of ±60' and a bridge is located at the site. A ±20' wide area of
coastal wetlands, dominated by $Spartina patens, is located on both the north and south
sides of the creek.
Site No. 8
Located on SR 1004 at Huddy's Gut, a tributary of the Pamlico River. The site is a
navigable Public Trust Area which is also classified as Estuarine Waters. The water
depth at the site is ±2.4' at NWL. The creek has a natural appearance, a width of ±28'
and a bridge is located at the site. Adjacent to the creek is a border of coastal wetlands
which is dominated by Svartina Cynosuroides, Cladium jamaicense and Svartinapatens.
The border is a total of ±150' in width and is divided fairly evenly on both the east and
west sides of the creek.
Site No. 9
Located on SR 1004 at Huddies Cut, a tributary of the Pamlico River. The site is a
navigable Public Trust Area which has a depth of ±3' at NWL. The creek has a natural
appearance, a width of ±20 and a culvert which extends beneath SR 1004. Adjacent to
the creek is a border of coastal wetlands dominated by Svartina patens. Non -coastal
wetlands species are also present and predominated by Phragmites sp. and Caarex spp...
The border is ±115' in width and is divided fairly evenly on both the east and west sides
of the creek.
Site No. 10 and 11
Located on Isle View Drive within Isle View Subdivision off of SR 1004 on Hickory
Point. These are Estuarine Shoreline AEC sites adjacent to manmade basins which
connect to South Creek. Isle View Drive is a gravel road which extends in a east -west
direction and provides access to single family dwellings within the subdivision. No
wetland vegetation is located at the sites. Road shoulders are vegetated with upland
grasses, predominately Fescue.
Site No. 12
Located on Gifford Road within Isle View Subdivision off of SR 1004 on Hickory
Point. This is an Estuarine Shoreline AEC site adjacent to South Creek. Gifford Road
is a gravel road that extends in. a north -south direction and provides access to single
family dwellings within the subdivision. No wetland vegetation is located at the site.
Road shoulders are vegetated with upland grasses, predominately Fescue.
Site No. 13
Located on NC 33 at South Creek near the northwest comer of the NC DOT bridge.
This is the site where the discharge line from the water treatment facility will be placed.
The line will extend from the treatment facility on NC 306, along NC 33 to South Creek.
At the discharge location riprap has been placed along the NWL to retard erosion of the
road shoulder. No wetland vegetation is present at the site and the road shoulder is
vegetated with Fescue. = South Creek at this location is 600 to 700 feet in width. It
appears that erosion has occurred in the past due to the presence of various stumps
beyond the NWL.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 3
Site No. 14
Located on Driftwood Drive adjacent to the Pamlico River within the Crystal Beach
Subdivision to the west of Core Point. This is an Estuarine Shoreline AEC site adjacent
to the Pamlico River. Driftwood Drive is a gravel road extending in a east -west
direction and provides access to single family dwellings within the subdivision. A large
area of coastal wetlands and other wetlands are located to the south of Driftwood Drive.
The road shoulder is vegetated with upland grasses.
Site No. 15
Located on SR 1932 at Tan Swamp, a tributary to Durham Creek. The site is a
navigable Public Trust Area which has a depth of 5.3' at NWL. The creek has a natural
appearance, a width of ±46 and a bridge is located at the site. Adjacent to the creek is
a border of wetlands (not coastal wetlands). The border is ±3' in width on each side
of the creek and is vegetated predominately by myrtles and common reed.
Site No. 16
Located on SR 1955 at Durham Creek, a tributary to the Pamlico River. The site is
a navigable Public Trust Area which has a depth of ±14' at NWL. The creek has a
natural appearance, a width of ±183' and a bridge is located at the site. The road
shoulders have been stabilized with riprap at the NWL to retard erosion. Various upland
grasses are present on the road shoulders. A few clumps of Juncus roemerianus are
located at both the east and west ends of the bridge in the vicinity of the crossing.
Site No. 17
Located on NC 33 at Durham Creek, a tributary to the Pamlico River. The site is a
navigable Public Trust Area which has a depth of ±4' at NWL. The creek has a natural
appearance, a width of ±80' and a bridge is located at the site. On both the east and
west sides of the creek a ±8' wide border of wetlands, which is dominated by red
maples, is present. The road shoulders are vegetated with upland grasses.
Site No. 18
Locate on SR 1949 at Durham Creek. The site is a navigable Public Trust Area which
has a depth of ±8' at NWL. The creek has a natural appearance, a width of +72' and
a bridge is located at the site. A fringe of wetlands approximately 12' in width is located
on the eastern side of the creek and a fringe approximately 3' in width is located on the
western side. Both areas are vegetated with upland vines and red maples. The road
shoulders are vegetated with upland grasses.
Site No. 19
Located on SR 1002 at Dublin Creek. The site is a navigable Public Trust Area which
has a depth of ±3'. The creek has a natural appearance, a width of 80' and a bridge is
located at, the site. A fringe of coastal wetlands approximately 32' in length is located
on the north side of the creek.. This area is dominated by Cladium jamaicense and Twha
W. The road shoulders are vegetated with upland vines.
Project proposal
The applicant is proposing the following at the 19 locations:

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase I
Page 4
Site No. 1
The placement of 140' of ductile iron pipe beneath the ±52' wide creek. The pipe,
which will connect to 10" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid within the NC
DOT right-of-way along the eastern side of the bridge. Either a track excavator or
hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will be
placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 2
The placement of 180' of ductile iron pipe beneath the ±92' wide creek. The pipe,
which will connect to 10" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid within the NC
DOT right-of-way along the south side of the bridge. Either a track excavator or
hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will be
placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No.
The placement. of 180' of ductile iron pipe beneath the ±75' wide creek. The pipe,
which will connect to 10" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid within the NC
DOT right-of-way along the south side of the bridge. Either a track excavator or
hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will be
placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 4
The placement of 140' of ductile iron pipe beneath the ±30' wide creek. The pipe,
which will connect to 8" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid along NC DOT
right-of-way and on private lands, for which easements are in the process of being
obtained. The pipe will be laid around the end of the existing culvert on the south side
of SR 1912. Either a track excavator or a hydraulic jet will be used to excavate the
trench. Approximately 10' of riprap will be placed along each bank, which will extend
no more than 2' beyond the NWL for shoreline stabilization.
Site No. 5
The placement of 100' of ductile iron pipe beneath the ±45' wide creek. The pipe,
which will connect to 8" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid along the NC
DOT right-of-way and on private lands, for which easements are in the process of being
obtained. The pipe will be laid around the end of the existing culverts on the east side
of SR 1912. Either a track excavator or a hydraulic jet will be used to excavate the
trench. No riprap will be needed for shoreline stabilization.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 5
Site No. 6
The placement of 100' of ductile iron pipe beneath the ±34' wide creek. The pipe,
which will connect to 8" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The topwidth of the trench will be ±10'. The pipe will be laid along the NC
DOT right-of-way along the eastern side of the bridge. Either a track excavator or a
hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will be
placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 7
The placement of 100' of ductile iron pipe beneath the ±60 wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be ±10'. The pipe will be laid along
the NC DOT right-of-way, along the eastern side of the bridge. Either a track excavator
or a hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will
be placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No.
The placement of 120' of ductile iron pipe beneath the ±28' wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be ±10'. The pipe will be laid along
the NC DOT right-of-way, along the south side of the bridge. Either a track excavator
or hydraulic jet will be used to excavate the trench. No riprap is needed at the site for
shoreline stabilization.
Site No. 9
The placement of 80' of ductile iron pipe beneath the ±20' wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be ±10'. The pipe will be laid along
the NC DOT right-of-way to the south of the culvert, which extends underneath SR
1004. Either a track excavator or hydraulic jet will be used to excavate the trench. No
riprap is needed at the site for shoreline stabilization.
Site No. 10 '
The placement of ±240' of 2" PVC pipe within the Estuarine Shoreline AEC. The
pipe will be buried in a ±30" deep trench which will be 18" to 24" wide. All spoils will
be placed on highground and then replaced within the trench.
Site No. 11
The placement of ±656' of 2" PVC pipe within the Estuarine Shoreline AEC. The
pipe will be buried in a ±30" deep trench which will be 18" to 24" wide. All spoils will
be placed on highground and then replaced within the trench.
Site No. 12
The placement of ±60' of 2" PVC pipe within the Estuarine Shoreline AEC. The pipe
will be buried in a ±30" deep trench which will be 18" to 24" wide. All spoils will be
placed on highground and then replaced within the trench.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 6
Site No. 13
The placement of a 110' long, 6" in diameter diffuser pipe into South Creek. At the
terminal end of the pipe will be a 40' long, 6" diameter diffuser. The pipe will be
placed in a excavated trench which will have 10' top width and a depth of -5' below the
creek bottom. This trench will be excavated by either a track excavator mounted on a
barge or by hydraulic jet. The diffuser, which will lie on the creek bottom, will be
weighted with 450 lb. concrete ballasts on 10' centers. The ballasts are 2' wide and will
extend 0.6" above the diffuser. The diffuser will have eight 3/4" orifices for discharge.
The diffuser will be located ±5.0' below the NWL of South Creek.
Site No. 14
The placement of 773' of 3" PVC pipe within the Estuarine Shoreline AEC. The pipe
will be buried in a ±36" deep trench which will be 18" to 24" wide. All spoils will be
placed on highground and then replaced within the trench.
Site No. 15
The placement of 100' of ductile iron pipe beneath the ±46' wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be laid along the
NC DOT right-of-way to the west side of the existing bridge. Either a track excavator
or a hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will
be placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 16
The placement of 300' of ductile iron pipe beneath the ±183' wide creek. The pipe
which will be connected to a 6" PVC pipe will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be laid along the
NC DOT right-of-way and on private lands,easements for which are in the process of
being obtained. The pipe will be laid along the south side of the existing bridge. The
pipe will be placed by a hydraulic jet. No riprap is needed for shoreline stabilization.
Site No. 17
The.placement of 180' of ductile iron pipe beneath the ±80' wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be laid along the
NC DOT right-of-way to the south side of the existing bridge. Either a track excavator
or a hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will
be placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 18
The placement of 140' of ductile iron pipe beneath the 72' wide creek. The pipe,
which will be connected to a 4" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be laid along the
NC DOT right-of-way and on private lands, easements for which are in the process of
being obtained. The pipe will be laid along the south side of the existing bridge. Either
a track excavator or a hydraulic jet will be used to excavate the trench. Approximately
12' of riprap will be placed along each bank, which will extend no more than 2' beyond
the NWL for shoreline stabilization.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and. Sewer - Phase I
Page 7
Site No. 19
The placement of 120' of ductile iron pipe beneath the ±80' wide creek. The pipe,
which will be connected to a 4" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be placed within
the NC DOT right-of-way on the east side of the existing bridge. Either a track
excavator or a hydraulic jet will -be used to excavate the trench. Approximately 12' of
riprap will be placed along each bank, which will extend no more than 2' beyond the
NWL for shoreline stabilization.
Environmental impact
Site No. 1
If the project is conducted as proposed ±520 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Site No. 2
If the project is conducted as proposed ±920 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Site No. 3
If the project is conducted as proposed ±750 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Site No. 4
If the project is conducted as proposed ±300 sq. ft. of open water area will be
excavated and ±40 sq. ft. of open water area will be displaced by riprap.
Site No. 5
If the project is conducted as proposed ±450 sq. ft. of open water area will be
excavated along with ±850 sq. ft. of coastal wetlands (marsh). The marsh area
excavated will be returned to pre -project contours after the pipe is in place.
Site No. 6
If the project is conducted as proposed ±340 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Site No. 7
If the project is conducted as proposed ±600 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Approximately 200 sq. ft. of coastal wetlands (marsh) will be excavated. The marsh
area excavated will be returned to pre -project contours after the pipe is in place.
Site No. 8
If the project is conducted as proposed ±280 sq. ft. of open water area will be
excavated and ±1,500 sq. ft. of coastal wetlands (marsh) will be excavated. The marsh
area excavated will be returned to pre -project contours after the pipe is in place.
Site No. 9
If the project is conducted as proposed ±200 sq. ft. of open water area will be
excavated and ±1,150 sq. ft. of coastal wetlands (marsh) will be excavated. The marsh
area excavated will be returned to pre -project contours after the pipe is in place.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 8
Site No. 10
The project should have a minimal environmental impact.
Site No. 11
The project should have a minimal environmental impact.
Site No. 12
The project should have a minimal environmental impact.
Site No. 13
If the project is conducted as proposed ±1,100 sq. ft. of open water area will be
excavated to allow for the placement of the discharge pipe. Secondary impacts will be
those associated with the discharge of wastewater from the water treatment facility. No
wetland vegetation will be excavated and/or filled.
Site No. 14
The project should have a minimal environmental impact.
Site No. 15
If the project is conducted as proposed ±460 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Approximately 60 sq. ft. of wetlands (no marsh) will be excavated. The wetland area
excavated will be returned to pre -project contours after the pipe is in place.
Site No. 16
If the project is conducted as proposed ±1,830 sq. ft. of open water area will be
excavated.
Site No. 17
If the project is conducted as proposed ±800 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Approximately 160 sq. ft. of wetlands (no marsh) will be excavated. The wetland area
excavated will be returned to pre -project contours after the pipe is in place.
Site No. 18
If the project is conducted as proposed ±720 sq. ft. of open water area will be
excavated and 48 sq. ft. of open water area will be displaced by riprap. Approximately
150 sq. ft. of wetlands (no marsh) will be excavated. The wetland area excavated will
be returned to pre -project contours after the pipe is in place.
Site No. 19
If the project is conducted as proposed ±800 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Approximately 320 sq. ft. of coastal wetlands (marsh) will be excavated. The wetland
area excavated will be returned to pre -project contours after the pipe is in place.
David L. Gossett - Washington Regional Office - 12 February 1996

MEMORANDUM
TO: John Parker
FROM: David Gossett
THROUGH: Terry Moore j M
DATE: 12 February 1996
SUBJECT: Request for CAMA Major Development Permit
Beaufort County District VII
Richland Township Water and Sewer - Phase 1
Beaufort County, North Carolina
I have reviewed the applicant's proposal in regards to the NCAC 7H use standards and
have determined that the proposal at all 19 sites is consistent with these standards; therefore, I
recommend that the permit be issued with the following conditions:
(1) The riprap that is proposed at certain sites will not in any case extend more than
2' beyond the NWL. In no case shall the riprap create a navigation hazard or
significantly decrease the width of the waterbody.
(2) The temporary placement or double handling of excavated or fill materials within
waters or vegetated wetlands is not authorized.
(3) All excavated materials will be confined above mean high water and landward of
regularly or irregularly flooded marsh behind adequate dikes or other retaining
structures to prevent spill -over of solids into any marsh or surrounding waters.
(4) If it is decided that the subaqueous trenches are to be backfilled, the North
Carolina Division of Environmental Management (DEM) must approve the
backfill material prior to its placement. This approval will be. coordinated
through the DEM.
(5) All wetland areas that are to be disturbed must be returned to their pre -project
contours immediately after the pipe placement.
(6) The alignment of the proposed discharge pipe (diffuser) must be staked and
approved by a representative of the DCM prior to its construction.
(7) The waterward end of the diffuser must be permanently marked with a floating
buoy. The lettering, color, size, etc. of this buoy must be approved by the U.S.
Coast Guard. This buoy must be placed immediately after the pipe is in place
and it must be maintained as long as the pipe is located at the site.

MEMORANDUM
12 February 1996
Page 2
(8) Any changes in construction methods, or pipe locations, must be approved by the
DCM. These actions may require a modification of this permit, type of which
will be determined by the DCM at the time of request.
(9) Prior to any construction activities a pre -construction meeting must be held
between the applicant, contractor and a representative of the DCM.

MCDAVID ASSOCIATES, INC.
INC.� Engineers • Planners •Land Surveyors CORPORATE OFFICE GOLDS BORO OFFICE
[phone] • Fax [phone] [phone] • In [phone]
120 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farrnville, NC 27828 Coldaboro, NC 27533
January 30, 1996
N. C. Department of Environment,
Health, and Natural Resources
Division of Coastal Management
1424 Carolina Avenue
Washington, NC 27889
ATTN: David Gossett
SUBJECT: CAMA Permit Application
District VII-Richland Township
Water and Sewer District of
Beaufort County
Dear Mr. Gossett:
On behalf of District VII-Richland Township Water and Sewer District of Beaufort County,
we have submitted on December 7, 1995 the following in support of our request for a CAMA Permit:
One copy of the Application form as executed by the District.
2. One set of narratives for each CAMA site including location plats, profiles, and
section views where applicable.
3. One copy of extracts of NPDES permit for water treatment plant wastewater
discharge included with narrative of CAMA area 13.
4. Application fee for $250.00 payable by check number 6541.
We received review comments and have revised the application in response to those comments. On
behalf of the water district we submit the following:
1. Revised narrative pages including:
Index map showing all CAMA areas with area 19 added.
Page 1 for the following CAMA areas to reduce the excavation lengths and volumes:
1, 2, 3, 4, 5, 8, 9, and 16.
Page 1 for CAMA area 6 to revise the excavation length and volume and to delete
coastal wetlands.
D40SPIA95 r
BEAU-CWD-7-CAMA-PPRMrr-LIR-960130.PMT;2 960130

Crossing diagram of CAMA area 17 showing wetlands on creek banks.
Page 1 for CAMA area 17 to revise the length, volume and area of wetlands
disturbed.
2. Narrative for CAMA area 19, including index map, and crossing diagram.
Certification of Zoning Compliance from the Town of Aurora.
4. N. C. Environmental Policy Act review from the State Clearinghouse.
We submit revisions of page 2 of the narrative for the following CAMA areas to reflect that
Certification of Zoning Compliance with the Town of Aurora has been obtained and that application
for NCDOT encroachments have been made: 1, 6, 7, 13.
We also submit a revision of page 2 of the narrative for CAMA area 9 to reflect that application for
a NCDOT encroachment has been made.
In reference to the four Areas of Environmental Concern (CAMA areas 10, 11, 12, and 14)
which are within dedicated public rights -of --way that are not NCDOT maintained, the Water District's
attorney, Mr. William P. Mayo, has provided a legal opinion the District has the legal right to install
the facilities. This procedure is consistent with past implementation of county -wide water systems.
In reference to the four Areas of Environmental Concern (CAMA areas 4, 5, 16, and 18)
where construction will encroach private lands, the District's attorney has the task of acquiring the
easements from the property owners. McDavid Associates, Inc. will forward documentation of the
acquired easements upon receipt.
We request permit approval at your earliest convenience. Please advise as we may further
assist.
Sincerely,
McDAVID ASSOCIATES, INC.
Phillip Abeyounis, P.E.
Farmville Office
PJA/]cm
Enclosures
cc: Donald Davenport
John Rodman
William P. Mayo
D405PJA95 ` 960130
BEAU-C WD-7-CAMA-PE[tMrr-L7R-960130.PMT;2

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
Richland Township
1. APPLICANT
a. Landowner:
District VII-Richland Township
Name Water and Sewer District of
Beaufort County
Address P.O. Box 1027
City Washington State NC
Zip 27889 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Mr. Frank Bonner
Chairman, Board of Commissioners
Address P.O. Box 1027
City Washington State NC
Zip 27889 Day Phone [phone]
Fax [phone]
District VII - Richland
Township Water and Sewer
c. Project name (if any) District of Beaufort Co.
Phase 1
N0M. permit will be issued in papa of lm,downer(r), and/or
project now.
2. LOCATION OF PROPOSED
PROJECT
a. County Beaufort
c. Street address or secondary road number
See narrative
d. Is proposed work within city limits or planning
jurisdiction? Yes No
See narrative
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) See attached narrative
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.
Only water lines for public water system
and water treatment plant discharge line
will be located in CAMA AECs. Wells,
elevated tank, and water treatment plant
will be over 70=eet from a potential
CAMA AEC.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? 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. Purpose and use is to
provide potable.drinkine water to much
of Richland Township. Most of constructic
will be trenching and burying potable wate
line.
Revised 03/95

Form DCM-MP-1
in. Describe existing wastewater treatment facilities.
4.
LAND AND WATER
N/A
CHARACTERISTICS
a.
Size of entire tract N/A
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b.
Size of individual lot(s) N/A
wastewater, industrial/commercial effluent, 'wash
down' and residential discharges.) N/A except
C.
Approximate elevation of tract above MHW or
CAMA Area 13 where backwash from greens an
filters and sodium cycle softeners will be
NWL N/A
discharged.
d.
Soil type(s) and texture(s) of tract
o. Describe existing drinking water supply source.
i.e.,
N/A
This will replace existing sources —
individual wells
e.
Vegetation on tract See narrative
f.
Man-made features now on tract N/A
5. ADDTTIONAL INFORMATION
g.
What is the CAMA Land Use Plan land
In addition to the completed application form, the
classification of the site? (Comadt rtir local knd we PIML)
following items must be submitted:
Project crosses several classifications
below.
X Conservation X Transitional
0 A copy of the deed (with state application only) or
X Developed X Community
other instrument under which the applicant claims title
X Rural Other
to the affected properties. If the applicant is not
h.
How is the tract zoned by local government?
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
N/A
which the owner claims title, plus written permission
L
Is the proposed project consistent with the applicable
from the owner to carry out the project.
zoning? Yes No N/A
(Aaoch tpdng rofirfi-« crMfima, myapp&,bte)
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
j.
Has a professional archaeological assessment been
ink on an 8 1/2' by 11" white paper. (Refer to
done for the tract? Yes X No
Coastal Resources Commission Rule 71.0203 for a
If yes,. by whom?
detailed description.)
k.
Is the project located in a National Registered
(Please note that original drawings are preferred and
Historic District or does it involve a National
only high quality copies will be accepted. Blue -line
Register listed or eligible property?
prints or other larger plats are acceptable only if an
Yes X No
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1.
See narrative
Are there wetlands on the site? Yes No
Engineers regarding that agency's use of larger
_ _
Coastal (marsh) Other See narrative drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? No
requirements and it must be sufficiently detailed to
(Anach dommen+mron, lam9abk)
guide agency personnel unfamiliar with the area to the

)corm 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 mares 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 narrative
• 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.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 0- day ofJ tM 4193 .
Print Name F - k 8c u r
Signature
Landowner or Arthonzed Agent
Please indicate attachments pertaining to your proposed
project.
x DCM MP-2
Excavation and Fill Information
x DCM MP-3
Upland Development
_ DCM W-4
Structures Information
_ DCM MP-5
Bridges and Culverts
_ DCM MP-6
Marina Development
NOTE. Please sign and dare each attachment in the
space provided at the borrom of each form.
Revised 03/95

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be slue to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
xlebiliretion)
Average Fuel
Exsttog Projed
heath Width Depth Depth
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
„s
N/A
N/A
N/A
N/A
N/A
N/A
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards See narrative
b. Type of material to be excavated Mostly
organic muck soil.
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAYS) or other wetlands? _ Yes _ No
See narrative
d. Highground excavation in cubic yards
See narrative
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area NSA
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
Yes x No
If no, attach a letter granting permission from the
Contractor to ar ange disposal area.
owner
With exception of water crossings don
with track excavator, spoil will be
placed back where i as xc gated.
d. Will a disposal area be avarilai`�e forirture
maintenance? —Yes X No
If yes, where?
Revised 03/95

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No N/A
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Piprap
b. Length See narrative
c. Average distance waterward of MHW or NWL
See narrative
d. Maximum distance waterward of MHW or NWL
See narrative
e. Shoreline erosion during preceding 12 months
See narrative
(Source of inform adon)
f. Type of bulkhead or riprap material
Granite or limestone
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap See narrative
(2) Bulkhead backfrll N/A
h. Type of fill material See narrative
i. Source of fill material See narrative
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands? N/A
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Excavated material
will be placed back in trench after
water line is installed
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
See narrative
c. Will wetlands be cr,ssed in transporting equipment
to project site? —Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
District VII-Richland Township Water
and Sewer District of Beaufort Count
Applimu or Project Name c
Sianat
4- -4
Date
Revised 0319S

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed N/A
b. Number of lots or parcels N/A
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.
See narrative
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes x No
If yes, date submitted
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
N/A
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
- Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. N/A
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
j. Have the facilities described in Item 1. above
received state or local approval? N/A
(Anach appropriate documn melon)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
'wash down" and residential discharges).
In CAMA Area 13. will discharge water
treatment plant effluent of iron and
brine.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
This vroiect is the nronosed water source.
m. Will water be impounded?
If yes, how many acres? -
Yes x No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
District VII-Richland Township Water
and Sewer District of Beaufort County
AppUctutttoor Project Name
v L
Signature
Date
n------ hl'..

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PCS PHOSPHATE CO., INC
PROPOSED
WEYERHAEUSER COMPANY
PROPOSED
10" II 1/4• BEND, DI PROPOSED 10" II 1/4• BEND, DI
10" PVC, SDR 21. 200 P51 140 LF CREEK CROSSING WITH _I
WATER LINE � I..� -- 10" DIP, CLASS 350. BALL JOINT
toe.1 e.9 6.0
�
.60 11 6.70 6.64
—� NCSR 1925
�I I
10 PVC, SDR 21, 200 P51
e'NN PROVIDE PROVIDE WMIN WATERLINE
RIP -RAP RIP -RAP
e:7 32 2A of
46 'S.6 uO�r% T q N oY�
. 6.3 &9 —Tf 7T-.
6.44
20' ' 6,30 • 26'
663 6.64 6.72 &7 & I I &62
BRIDGE
AI I T
IS WOE
DN. 0.01 ASPHALT
JOHN FOSKEY, JR.
60' R/W
05.6'
FLOW' -
BROOMFIELD
SWAMP
CREEK
R/W.
26 3A 4b 49 T
6,4 66
&46 20.
6.85 8A2 636 626 619
6.13
PCS PHOSPHATE CO., INC
IS BM= "LOG" ELEV. 6.56'
TOP OF BRIDGE DECK
3W RCP PROPOSED 5.7' WATER LEVEL.
10" I I I/4• BEND, DI 0.74' • I[e0 AM
rl ... im igoa
U �
i
6.64' t
CAMA AREA IQ
5- DISTRICT VII-RICHLAND TWSP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE : I "z 30 HORIZONTAL 4' MIN
I"= 6' VERTICAL \� F
AUGUST 28,1995
MOE OF PAVEMEWr
OROU D ABOVE
WATER LINE
PROVIDE
RIP -RAP ` PROPOSED
ON BANK SLOPE Rq L 10" PVC, SOR 21.200 PSI
WATER LINE
10" II 1/4• BEND, DI
PROPOSED
—140 LF CREEK CROSSING WITH 10' DUCTILE
IRON PIPE, CLASS 350. BALL JOINT
182
6.09

NARRATIVE FOR CAMA AREA I
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
1925 acress 8reomtieid Swamp Creek
o✓t a zs+ein Side o F Ii ri4ge
2. Type of CAMA AEC:
X Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing: .
Length 5 Depth 5/-ro E ' (5 ee cross, 125 d G t L'-J
Width l� iF al 100 0� �YPn 6+
Estimated excavation volume 88 i d a
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length IJ%A Depth N/A
Width NSA
Est. excavation volume ►V/A Est. disturbed area IVIA
Crossing in road shoulder above culvert? Yes _K—N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
_Track excavator Hydraulic let
6. Vegetation at site.
D405PJA95
BEAU-CWD-7-CAMA-FORM.PMT;5 950702

NARRATIVE FOR CAMA AREA I
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures: 7-ns-l-n// r;p—rnp on creek bunks,
piPehne is VIC+ under Creek,
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months U" k n c W.
Source of information Ex,s4-7! n , ek banks are a-f-a b; If.zecl
wi4 Vegef-n-h'ev, and are nal Sr cc+ -I-o
ions4-yrf Wave aclioki.
Length of Rip -Rap (along shore) I Z --e o f or ea c 1, bun k
Average distance waterward of rip rap to normal water level Z feet
Amount of fill to be placed below mean high water
Type of fill material C /ass 1 r-i - ra
9. Name of planning jurisdiction Tw n of A 4. o r t
10JA 0614,4,
Certificate of zoning compliance obtained? —L_Yes --K-- No
10. Water line to be within NCDOT right-of-way? X Yes No
NCDOT Encroachment u NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? lVo
Water line to be on private land?
Easement obtained
Seeking easement at this time
Authorized Agent's Signature
Copy of easement attached
/Z- V-4,�7
Date
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT:6
951127

HEIRS OF .
YANCEY TYRE
PROPOSED
10" PVC, SDR 21,200 PSI
WATER LINE
- NCSR 1923
4921 4921L 49A9 49.41
bom u
• 4U • 4910 45.7
4"
R/w PROPOSED
10" II I/4' BEND, DI
HEIRS OF
YANCEY TYRE
50 -
PROPOSED
10" PVC, SDR 21,
200 PSI WATER LINE
45
PROPOSED
10" II 1/4• BEND. DI
40 —
CAMA AREA (�)
35 -DISTRICT VII - RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I"- 30 HORIZONTAL
I'= 6' VERTICAL
30 — AUGUST 28, 1995
J_
SOUTH CREEK
12V
.4920•
29' BRIDGE
-49M .49.85
PROPOSED
LF CREEK CROSSING WITH
10" DI PIPE, CLASS 350.
BALL JOINT
HEIRS OF
YANCEY TYRE
I RfW
2W WIDE
RE COMER BRIDGE ASRNLT
. 50.00 ASSUMED 1
49.71 49" 49]5
.49.TS
BURNETT F.
PURNELL
t "-- TOP OF BRIDGE DECK
WATER LEVEL 4.1V GROIRA ABOVE
443Y • 1015 AM111I /�L WATER LINE _u /
d27/95
.• MR1
4925 4927 49M
PROPOSED �W
IO" PVC, SDR 21. 200 PSI
WATER LINE
-10" 11 1/4• SEND. DI
RIP -RAP PROPOSED
ON BANK 10" PVC. SDR 21.200 PSI.
SLOPE IA WATER LINE
10" 11 1/4• BEND. DI
PROPOSED
180 LF CREEK CROSSING WITH
10" DI PIPE. CLASS 350.
BALL JOINT

NARRATIVE FOR CAMA AREA 2-
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
SR 1923 ucross Sn"41 Greek bes cue ,easfirn
SIdP o-- brt'd je
2. Type of CAMA AEC:
Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length 92 If- Depth5'*0 y/ (See crvssi�i4 r✓;parv»�
Width lO F+ ai -I- o 07 7r-en C6
Estimated excavation volume /7� 3
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length NZA Depth ty 1A
Width N/A
Est. excavation volume N/A Est. disturbed area IVIA
Crossing in road shoulder above culvert? Yes __ Y_N/A
Crossing in road shoulder beneath culvert? Yes ___V—N/A
5. Type of construction equipment to be used:
Trencher Motor grader
_j_Track excavator Hydraulic Jet
6. Vegetation at site. 11 2d Vq -fzt-14un
Backhoe
D405PJA95
BEAU-CWD-7-CAMA-PORM.PMr;5 950702

NARRATIVE FOR CAMA AREA 2
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: T„ 9+a [1 r. n — ra a Oki Creek b a„ k s .
5o=0Ta5S 5eeci a-r*er back-A'(lr'na wklere niaekne
is noi- under' creek,
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months (Jn k n c w n.
Source of information
banks are
s+xtWIzeU
tyi+1,yeIe%a-f7'ow
and are no"f-
Sc b,ec+
-to
C e hs+a„f Wave C7CHO
Length of Rip-Rap(alongshore) /2 -Fee+ on cacA rank
Average distance waterward of rip rap to normal water level 2. feef
Amount of fill to be placed below mean high water
Type of fill material G 1 as s -1 ✓
9. Name of planning jurisdiction A ]o - e
Certificate of zoning compliance obtained? NIA Yes No
10. Water line to be within NCDOT right-of-way? Yes No
NCDOT Encroachment
obtained
V NCDOT Encroachment
application applied for
11. Water line to be within non -DOT public right-of-way? /Jo
Water line to be on private land?
Easement obtained
No
Seeking easement at this time
Authorized Agent's Signature
Copy of easement attached
a, 4.9.5,
Date
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMr;6
951127

60,
JR
ETLES ALLEN HENRIES
/W_
SOUTH CREEK
1
20' WIDE 74•
ASPHALT
2
449.13 49.12
WOODEN BRIDGE
—� NCSR 1924 — — —'--
4e33 41L64 4e.75 4eA9 49.03 4914 19, 49.17 49J3
49.10 49.1 26'
47---'���--- .4e2 . 462 '47-3 7J 4e.4 433 431 WJ 309 342 34A
} ISM' PROPOSED
6" PVC, SDR 21, 200 PSI
WATER LINE PROPOSED
6" GATE VALVE 180 LF CREEK CROSSING WITH 6" DUCTILE
8 BOX IRON PIPE, CLASS 350, BALL JOINT
JAMES B. PARKER, JR.
8 BARBARA PARKER
TOP OF BRIDGE DECK � 1
WATER LEVEL.
443E • 910 AM
JUN 27.1995'-1
45 —
PROPOSED
6" PVC, SDR 21. 200 PSI
WATER LINE
40 —
CAMA AREA 30
DISTRICT VII-RICHLAND TWP.
WATER AND SEWER DISTRICT �I
35 _ OF BEAUFORT COUNTY III
SCALE: I"=30'HORIZONTAL
I= 6' VERTICAL WMIN
AUGUST 28,1995
30 —
IWEYERHAEUSER
COMPANY
-- R/WTom
///---TOP 9MT ME CORNER BRIDGE
PROPOSED
ELEV.50.Do•IASSwEDI
6" GATE VALVE 8 BOX
49114
2r 4B•� 48.63
4e.71 4etf6 46.42 4 a4
49ae
49.12II
47.6 47.6
�t
II
4T.4 .47A
5' I4N. 47D
PROPOSED
4 .I
6" PVC, SDR 21, 200 PSI
I' 47.6 1 4&1
_— WATER LINE
C _____7
R/W
11 24' CMP
M1
_ MAX F. THOMPSON, JR.
OF PAVEMENT
PROVIDE
RIP RAP ON PROPOSED
BANK SLOPES 6" PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
180 LF CREEK CROSSING WITH 6"
DUCTILE IRON PIPE, CLASS 350.
BALL JOINT

NARRATIVE FOR CAMA AREA 3
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
SP 19Z4 acres,�! Creek besiClP Snc,4-11ern
Side OI Lrld e
2. Type of CAMA AEC:
X Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
If water crossing, dimensions of crossing:
f
Length 75 -F+ Depth 5i +e I I" (See. cross , � j O GC rG n
Width /D f+ a+ 4h�-h-`h11
Estimated excavation volume
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length tJ 1A Depth N IA
Width A)1A
Est. excavation volume NJj Est. disturbed area NIA
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
Trencher Motor grader
_Track excavator X Hydraulic Jet
Yes
Yes
6. Vegetation at site. ( )F 10 11 d V9 e --a �I'ov,
XN/A
X N/A
A Backhoe
D405PJA95
nennrw -7rAMA.FMM PM-M - 9507M

NARRATIVE FOR CAMA AREA 3
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures: 1 , 5 fa 11 r; p — 'ra P o Creek .rama n k'S.
S,.,w 51ra5s Seed a-F+er- back-rdkru avllere
I el;ne- iS Of" umdet- C/-e k
8. Shoreline Stabilization (if creek crossing)
10.
11
Estimated shoreline erosion during preceeding 12 months Um k., a w k
Source of information Ezl i-ija Creek banks are cfabl zed
Veae4F
Goers -am* wnye acF�'on.
Length of Rip -Rap (alongshore) /2 j[;r e t a � e.a c h e re e k bank
Average distance waterward of rip rap to normal water level 2 -Fe-e+
Amount of fill to be placed below mean high water 3 )ed 3
Type of fill material Glass I r: e — a P
Name of planning jurisdiction NO n e
Certificate of zoning compliance obtained? N/A
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
X Yes No
X NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? Aio
Water line to be on private land?
Easement obtained
Ale
Seeking easement at this time
Authorized Agent's Signature
Copy of easement attached
12-4, 9s
Date
D405PIA95
nrett_rum_�reuf e_cnaur c�-A 951127

ON- NC GS'M AY"
ELEV.= 6.56'S
logNCSR 19126.53 6.416.31
+ 5.3 + 5.7 +5.0
INE _T D PVC, SDR 21, 200 PSI
WATER LINE '
EMALENE BOYD HEIRS
+ 4.7
DANIEL WOOD OND
HEIRS //T
REEK
STER N
UTARY
E)IISTING
7 DIA. CMP
TOP (N)= 4.52
INV (N)= -2.58
TOP (S)= 4.49
INV (S1= -2.58
J. H. TRIPP
HEIRS
W
�,_,_ -•-- 6.71 NCGS
6.56 6.7MAY
6.38 5 6.
I 6.1 6.3 7+ 6.24 6.25 4 6.T
5.9
EXISTING +5.8
SAND BAG
H EAOWALL y31 +3.3 -
B/W
F�145'x 10
_ J WATER LINE
EASEMENT
7 SLOPES
PCS PHOSPHATE CO., INC.
PROPOSED
8" PVC, SDR 21, 200 PSI
WATER LINE
140 LF CREEK CROSSING WITH 8"DUCTILE
IRON PIPE,CLASS 350,BALL JOINT,
WATER LINE.
EDGE OF ASPHALT
WATER ELEV.- 2.34
PROPOSED SEPT. 19, 1995 @ 10: 35 AM GROUND ABOVE
3.95 WATER LINE
8'PVC, SDR 21,200 PSI PROVIDE
WATER LINE RIP -RAP ON
BANK SLOPES
4.4' 7'DIAMETER CMP PROPOSED
I- INV(S)= -2.58
CAMA AREA® LINE a PVC zoo PSI
WATER LINE
DISTRICT VII-RICHLAND TWSP.
WATER AND SEWER DISTRICT PROPOSED
OF BEAUFORT COUNTY 140 LF CREEK CROSSING WITH DUCTILE IRON
_ 4�MIN. PIPE, CLASS 350, BALL JOINT,, WATER LINE
SCALE: 1"=30 HORIZONTAL
I"= fi VERTICAL
OCTOBER 5 , 1995

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
SR II iz
aCro55 -i-ri bui--a,y
oP Bond
Creek
. 72-0
-Feel- ectS-F
of SR 1913 on
So i+Aern
Side
J-
road
2. Type of CAMA AEC:
_Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
If water crossing, dimensions of crossing:
Length 3 D f+ Depth 5 io 11 ( See r rc:S! rj d G { rGM
Width 10 li of -hoo
Estimated excavation volume 5 8 d s
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length n%/%) Depth L/1A
Width N�
Est. excavation volume—A,�A_Est. disturbed area N/A
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
Trencher Motor grader X Backhoe
X Track excavator Hydraulic Jet
6. Vegetation at site. (✓%^ l _ ^ V ea r -f -41ov,
D405PIA95
BEAU-CWD-7-CAMA-FORM.PMT;5 950702

NARRATIVE FOR CAMA AREA Al -
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures:
Tn 54-a I I rl —rap on
Creek
banks
sew rass seed
o4er back-F;ll:nn
LACY-e
o c
is no+ under-
Creek.
8. Shoreline Stabilization (If creek crossing)
Estimated shoreline erosion during preceeding 12 months Un k. o w„
Source of information Exls4 na hanks a�&_ :S�ab%l 'zed
W,*A Ve9e4 4-/en ai d are not sub,ec-f to
GOn5}-4 +'i wetye Lic4"on.
Length of Rip -Rap (along shore) /0 4eef n r ea c A book
Average distance waterward of rip rap to normal water level 2 beef
Amount of fill to be placed below mean high water 3 X j 3
Type of fill material G I ez ss 1 r%a -ran
9. Name of planning jurisdiction \Jcn e
Certificate of zoning compliance obtained? N1� Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment
obtained
NCDOT Encroachment
application applied for
11. Water line to be within non -DOT public right -of --way? No
Water line to be on private land?
Easement obtained
Ye- s
Seeking easement at this time
v' Authorized Agent's Signature
Copy of easement attached
i,24-9s
Date
D405PIA95
BEAU-C W D-7-C AMA -FORM. PMT;6
951127

This' copy
I seals and
IA5� \
u
original
iatures
Vicinity Map
I
I,,,
m
In:
lu
i=
_1---N 63° 35' O4 W
631, 264
REVISIONS
NO DESCRIPTION DATE
RTH
CULVERT—++/
N
j� N 27q 07-'07'E
1 30.001'
N 27955' 17 "E
10.000,
315
EMALENE BOYD
HEIRS
PARCEL 6337, BLOCK 96
TAX MAP 6577
POINT 264 NIP CONTROL
POINT 260 NIP CONTROL
EASEMENT LINES ALONG CURVE,
BEARINGS AND DISTANCES ARE(
I. WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED THE PERFORMANCEi
OF THIS SURVEY AND PLAT FROM DATE
RECORDED IN BOOK ROB PAGE 575 1 i
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN THAT THE
PRECISION 19 1/ 10.000♦'EDM i THAT
THIS PL AT 'CONFORMS TO OS 47.30 AS
AMENDED.
WITNESS MY SIGNATURE , REGISTRATION
NUMBER. AND SEAL THIS 257H DAY
OF SEPTEMBER , 19 9_ 5
WILLARD F. JEFFERSON , RL9 NO. L-
S 63°- 12-'58"E
S , V\ CA , ,a4
SEAL •:
•
I L-1405
s
c
r<1 �yo Sus.+EC�
"'•4nmu„'a•
NORTH CAROLINA, PITT COUNTY.
I,A NOTARY PUBLIC OF THE COUNTY AND"mA
STATE AFORESAID , CERTIFY THAT '
WILLARD F. JEFFERSON , A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME TH19 DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING
INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL ,
THIS 25 TH DAY OF SEPTEMBER I9 95
GAYLE 0. OCK , NOTARY PUBLIC
MY COMMISSION EXPIRES - 11.13-99
�vL 0. 71
rARYA
puwB
DISTANCES SHOWN ARE HORIZONTAL
GROUND MEASUREMENTS.
rlCONC.
MON.
NC GEODETIC SURVEY
STATION"MAY"
"
X = 2 680 569.468
Y= 576 461.320
NAD 27
R 1912
0131
S/'(. Ali R/W
NIP zs _
S 66D-51' 59 E
140.299 S20°-37:IS"W
10.000'
150. 102 317
N 66D-42'-27"W
PCS PHOSPHATE COMPANY
808 - 575
PARCEL 8584, BLOCK 04, TAX
MAP 6587
1. WILLARD F. JEFFERSON . REGISTERED LAND SURVEYOR
TH NO. L-1405i CERTIFY AT THIS PLAT "LS'OF•'A'SUIIVEY
THAT I5 LOCATED IN SUCH PORTION OF A COUNTY OR
MUNICIPALITY TIIAT IS UNREGULATED AS TO AN ORDINANCE
THAT REGULATES PARCELS 0 LAND.
i,A�w
NO. L-1405
SEAL
11972
Q.
:, •;
„I EASEMENT SURVEY FOR
DISTRICT VII-RICHLAND TOWNSHIP
WATER AND SEWER DISTR.ICT
of
BEAUFORT COUNTY
AT BOND CREEK (WESTERN PRONG)
RICHLAND TWP., BEAUFORT COUNTY, N.C.
list
_,A,r'� SEPTEMBER 25, 1995 SCALE :I"= 50'
50' 40' 30' 20' 10' O 50' 100'
Mc DAVID ASSOCIATES, INC.
Engineers D Planners O Land Surveyors
INC. Formville, N.C. • Goldsboro, N.C.
SURVEYED BY F. BYRNS
DRAWN BY G. BROCK
1900323
JOB

mRUTARY OF
BEN NCGS YAYO-P
O EIEV.6a6
DAIL S. BENNETT
BOND CREEK
60' WIDE
R/W
TOPIWI.431
p{ I =1
WOE
ASPHAAL
GrvIWI.-2.Te
TOP10.4.34
NMEI.-LBO
—rl
I
NCSR 1912
I I I
bar I �I 1 I
6.Da
6.04 6.0 e36 522
6.02
I I
6.21 6.14
s.0e
1
; I 14'
K
•
I 1
P ,
546
e.46 Q16 1 4a6 4a6
T 4.46
R/W
5
PROPOSED
8" PVC, SDR 21, 200 PSI
WATER LINE
LINA CANADY
GROUND ABOVE
WATER LINE
0 — PROPOSED
B' PVC. SDR 21. 200 PSI —
WATER LINE
CAMA AREA 50
-5 — DISTRICT VII-RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I"=30 HORIZONTAL
I"= 6' VERTICAL
AUGUST 28,1995
DAIL S. BENNETT
TGPIW1.4a9
MVBWI.-219
TOPIEI.4.61
DNIEI.-240
3344' TO NCSR 1913
eaT 5D0 IL42 5.45 —
eao
4.06
•
aa6
.
4.76
4AG
•
4.06
'
A68
1
MARSH' II 1 MARSH
AREA AREA
I00 LF CREEK CROSSING WITH
B"DUCTILE IRON PIPE, I
CLASS 350, BALL JOINT
WATER LEVEL.
&OW 4 9Re.AM
AN 29.1995
EDGE OF PAVEMENT
PROPOSED
8" PVC, SOR 21. 200 PSI
WATER LINE
LINA CANADY
-� PROPOSED
B" PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
100 LF CREEK CROSSING WITH
8" DUCTILE IRON PIPE,
CLASS 350. BALL JOINT

NARRATIVE FOR CAMA AREA rj
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
2.
4.
5.
R1
Location (Road number, street name, subdivision, nearest water body)
GR l ell across tr;b,, -ary A Bond Creek . 3350 feet
oacon sow+k) Side j rcac�
Type of CAMA AEC:
_Public Trust Area
Estuarine Waters
Estuarine Shoreline
X Coastal Wetlands
If water crossing, dimensions of crossing:
Length 45 -�f Depth 5,5 ' 46 e,51 iCrr
Width lOcof ioo 07 >`rP C4
Estimated excavation volume 7 C/ 3
i
If estuarine shoreline, oastal wetlands or wetlands, dimensions of disturbance:
Length Q5 Depth Q +o g.5 See crr55,24 d, ogram
Width /c P- 4z�n oy i-ruck
Est. excavation volume / 4-6 yd 3 Est. disturbed area 2 5C' r*�
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Trencher Motor grader
X Track excavator A Hydraulic Jet
Vegetation at site.
ru 5
Yes X N/A
Yes X N/A
X Backhoe
D405PIA95
9EAU-CWD-7-CAMA-F0RM.PMT;5 950702

NARRATIVE FOR CAMA AREA 5
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
9
10.
11
Stabilization measures: Wdl back+,// d,s+urbeJ morshlak,d
U 4k native Sci l to on final eleva /-ions and fie+
h a (u a 1 reveaeta+;ovi cc ur-
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Vnk no --
Source of information A PX 5 Aore l r ne_ e rro s on aa- -I- "s
1
l oca+lon WCI(It1 bE Ca«secl b V f e 1 z 4-1'0k,
I;ke alder -gees C 0Vi✓_A tl e bu„ks,
Length of Rip -Rap (along shore) iNlc �i E
Average distance water -ward of rip rap to normal water level NCH
Amount of fill to be placed below mean high water W,A
Type of fill material N1A
Name of planning jurisdiction !Jo o e_
Certificate of zoning compliance obtained? NIA
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
Yes Y No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? No
Water line to be on private land?
Easement obtained
Seeking easement at this time
Authorized Agent's Signature
Copy of easement attached
1z-4.1s
Date
D405PJA95

REVISIONS' "4
NO DESCRIPTION DATE'S
Vicinity Map
134 A-T
CONC, MON. 10.000
NC GEODETIC SURVEY
STATION MAYO RM2
X= 2 681 919. 669
Y= 576 578. 587
NAD 27
T�Itllru qy
��.�A`PgSO CIq TFx
F .
PORq'
'orCi Tom•
SEAL
1972
•. '
F •�v.
"'•'.R�IVILLEI ,•�',
"'gnu,,,•„A•
NCSR 1912 I
�E
CONTROL 46
NIP
NI7°50_39 E NI9'213-17 �E
49.438' 49.746
-51 49.4,05
247
so W S19°13-17��K
S17° 50-39
20
f
I, WILLARD F. JEFFERSON, CERTIFY
THAT 1 SUPERVISED THE PERFORMANCE
OF THIS SURVEY AND PLAT FROM DATA;
RECORDED IN BOOK SEE PAGE TITLE I
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN{ THAT THE
PRECISION IS I/ 10.0004EDM ; THAT
THIS PLAT CONFORMS TO OS 47-30 AS
AMENDED.
WITNESS MY SIGNATURE , REGISTRATION
NUMBER, AND SEAL THIS 13TH DAY
,OF SEPTEMBER , 19 95
WILLARD F. JEFFERSON , RLS NO. L• 140.
NORTH CAROLINA. PITT COUNTY. 1�
I, A NOTARY PUBLIC OF THE COUNTY AND •��
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON I A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED
THE. EXECUTION OF THE FOREGOING
INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL ,
THIS 13TH DAY OF SEPTE'M!BER 9_ 5
GAYLE o. Bf� CN , NOTARY PUBLIC
MY COMMISSION EXPIRES II- 13-95
I, MILLARD P. JEFFERSON , REGISTERED LAND SURVEYOR,
NO. L-1405, CERTIFY.1'NAT THIS PLAT IS OF+A;,SURVEY
THAT IS LOCATED IN SUCH PORTION OF A.000NTY ORl "'
MUNICIPALITY THAT IS16NREGULATED AS TO AN ORDINANCEI
THAT REGULATES PARCELS' F '
WILLARD F. JEFFERSON, REGt STERED LAND SURVEYOR'
L-1405 '
DISTANCES SHOWN ARE HORIZONTAL
GROUND MEASUREMENTS.
R/ W
3344'oiongr toy NCSR 1913
R4G
CONTROL
!1 44'55"E N24224-30"F SNIP
LINA CANADY
TAX MAP 6587, BLOCK 36
PARCEL 4123 9
0��\• CAR,""',
Z *AISTEgf�•.•�1'yA
SEAL
L-1405
%9q.12� SURN1CVo -*C�S=
,, ,p� • F. JEFF�`
19
NOTARY
*aR:
PUBLIC
R%W _
64 0-17-'07 "E
10.000,
EASEMENT SURVEY FOR
DISTRICT VII- RICHLAND TOWNSHIP
WATER AND. SEWER DISTRICT
of
r BEAUFORT--COUNTY
L AT BOND CREEK AND NCSR 1912
= PART OF THE LINA CANADY TRACT
h PARCEL 4123, BLOCK 36. , TAX MAP 6587
RICHLANDTWP., BEAUFORT COUNTY I N.C.
SEPTEMBER 13, 1995 SCALE : 1 = 501
50' 4d 30' 20' 10' 0 50, 100,
Mc DAVID ASSOCIATES, INC..
Engineers • Planners • Land Surveyors
INC. Formville, N.C. • Goldsboro, N.C.
SURVEYED BY F.BYRNS
1900323
DRAWN BY -G. BROCK JOB NO. 8052
RORF/.AEI ,

ON- °BEA-63"
ELEV. - 9.62
SAMUEL WRIGHT, SR.
GUARDRAIL
loo' NC 306 -.-
9.0 B I ♦ B.2
PROPOSED ie
8" PVC, SDR21,200 si +5.
PSI WATER LINE
R/W
P. C.S. PHOSPHATE
COMPANY, INC.
BAILEYS W. N. HOOKER, II
(CREEK g JOHN C. HOOKER, JR.
BRIDGE
4 5'
7. 92.91 L'Jj_' 9 -2.6 -119 11 1
V PROVIDE N
5, RIP -RAP
100 LF,�CREEK CROSSING —�
WITH 8 DIP CLASS 350,
BALL JOINT
L I}J2E0-
8.6,
WATER LEVEL
1. 0' (Al 14:10
CAMA AREA© Z
DISTRICT VII RICHLAND TWP, 4' MIN
WATER AND SEWER DISTRICT j
OF BEAUFORT COUNTY
SCALE: 1'=40 HORIZONTAL r /
I"= fi VERTICAL
GUARDRAIL
6.2 PROPOSED
S 8'PVC, SDR 21,200 PSI
WATER LINE
- — R/W
HENRY HARRIS, HEIRS
EDGE OF PAVEMENT
TOP OF BRIDGE DECK
r GROUND ABOVE
1 WATER LINE
-�—B" PVC,SDR 21,200 PSI
WATER LINE
4VBIANK
E RIP -RAP
SLOPES
PROPOSED.
100 LF CREEK CROSSING WITH 8 �
DUCTILE IRON PIPE, CLASS 350,
BALL JOINT

NARRATIVE FOR CAMA AFEA G
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
A)C 3o(0arrecs Ba 4� ;h1s Creek bes/de easer"
side.$)of bridle._
2. Type of CAMA AEC:
_Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length 3414 Depth 5 +o 7.51 (See cross ioa U li ra,.,)
Width /n -F+ at for> of 1-rg.CL
Estimated excavation volume 3
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length N/A Depth N/A
Est. excavation volume N/A Est. disturbed area ti/A
Crossing in road shoulder above culvert?
Yes
X
N/A
Crossing in road shoulder beneath culvert?
Yes
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
Track excavator X Hydraulic Jet
6. Vegetation at site. I) la h rly e a e f-a t�'c"
D405PJA95
BEAU-CWD-7-CAMA-F0RM.Phrr;5 950702

NARRATIVE FOR CAMA AREA G
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures:
Saw crass
=r, s +a l i rf
Seed of-fev-
p - rap o n _
[)ackfdl/ha
C re e k ba ,+ k s,
were
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months U n k . o w v,
Source of
5-FabO.'zed wiA yf4e+a4-,'on " are to+
Subiec+ "f`o Cons -* + W-AVB LL[47'0n .
Length of Rip -Rap (along shore) / 2 Fee f o n
Average distance waterward of rip rap to normal water level 2 -Pee.+
Amount of fill to be placed below mean high water 3.Y a 3
Type of fill material G I ASS -- r�� _
9. Name of planning jurisdiction T w n o f A« rc . cu
PJfi "/3L/I/E
Certificate of zoning compliance obtained? _Yes '--U= No
10. Water line to be within NCDOT right-of-way? JC Yes No
NCDOT Encroachment _X_NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? Mo
Water line to be on private land? N o
Easement obtained Copy of easement attached
Seeking easement at this time
Authorized Agent's Signature
/2- 1.K
Date
DQSPJA95
BEAU-C W D-7-CAMA-FORM. PMr:6
951127

Em
5 —
PROPOSED
B" PVC, SDR 21.
200 PSI WATER LINE
:m
PCS PHOSPHATE WHITEHURST
COMPANY, INC. ROV CREEK _
FLOW 130'
42.6
r�•�• i
GUARDRAIL
9.57 '9.55
PCS PHOSPHATE
COMPANY, INC.
BRIDGE 4
Ioo' —t NC 306 97 — 9.75 9.70
RAW 994 9" 9.74 9.76 9.75 9.0 9.82
.996 B.a6 GUARDI
I M OUARO))All I/ ar •°°
9.a .6.7 B91 V. K I N pl q p I �.r:•. r
SS=a ,r.2.1-; �104 •r ; ,f o sw 9 ��
PROPOSED '"'� l0' S DE I
8" PVC. SOR 21. { WE7LAIAs I IO'A WRKi
200 PSI WATER LINE —•Ihl }•-^s
PROPOSED
PCS PHOSPHATE 10 WITH
F CREEK CROSSING
WRH B" DUCTILE IRON
COMPANY, INC. PIPE. CLASS 350. BALL JOINT
EDGE OF A6PKALT
1 TOP OF BRIDGE DECK
CAMA AREA (7
-5 — DISTRICT VII-RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE z I" 50 HORIZONTAL
16' VERTICAL
AUGUST 28, 1995
WATER LEVEL.
097 . L05 PM
8.74'
W MIN
PROVIDE
RIP -RAP
ON BANK
BM. NCG5'BEA-62'
ELEV. 99r
a9
4! 4.4
PROPOSED
B" PVC, SDR 21,
200 P51 WATER LINE
PCS PHOSPHATE
COMPANY, INC.
99B %76 992
PROPOSED
B" PVC. SDR 21.
200 PSI WATER LINE
.PROPOSED
100 LF CREEK CROSSING WITH B"
DUCTILE IRON PIPE, CLASS 350,
BALL JOINT

NARRATIVE FOR CAMA AREA 7
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
NC30G, acro« 11%{7 Felurst Creek Pas+,erP7
si% .e. of be-rd4e
2. Type of CAMA AEC:
X Public Trust Area
Estuarine Waters
Estuarine Shoreline
_Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length Co� Depth 5 4v $.5 (Soe CV055i
Width 1 0 }+ ai- top O- :J-'en'4
Estimated excavation volume 3
4. If estuarine shoreline, coastal wetlands or wetlands, dimensions of disturbance:
Length 20 j'+ Depth-'r+o 8.5r See CroSS,t3 !l a4/G M,
Est. excavation volume 4041-7 Est. disturbed area 400 4+-
Crossing in road shoulder above culvert?
Crossing in road shoulder beneaih culvert?
Type of construction equipment to be used:
Trencher Motor grader
X Track excavator _Hydraulic Jet
Yes
Yes
X N/A
N/A
___�_Backhoe
6. Vegetation at site. 4 toi wT de c o a Si I w e+lo..l i/en e4k 47bN
-on bo4A boh ks „n lu,.,rl Vas e+n-h'o�
D405PJA95
BEAU-C W D-7-CAMA-FORM.PMT;5
950702

NARRATIVE FOR CAMA AREA 7
DISTRICT V11-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: I n s fa /l r n- rap o h c i­ee k banks,
Sow Oi
morass Seed a%1er bnck�!ll�i,a Wtie+e Oel/ne
15 no+ Under Greek.
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months 1j„ kh own
Source of information
ty, 41 Ven +n%'cn
Ex s+-i
and
creek 6pnks are
are {iof subiec+
sfnb l,'zeci _
-Fo
Gons4-nn-f Wave Gtc-Wai,
Length of Rip -Rap (along shore) / 2 -Fe e f- o r, e n c A ID en n k
Average distance waterward of rip rap to normal water level ee-f
Amount of fill to be placed below mean high water d
Type of fill material Class 2 1-% - ra
9. Name of planning jurisdiction % o w h o'f Iq a .—o .-a
PJA °%at/96
Certificate of zoning compliance obtained? _L—Yes -'C: No
10. Water line to be within NCDOT right-of-way? _ C Yes No
NCDOT Encroachment __X_NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right -of --way? %io
Water line to be on private land? No
Easement obtained Copy of easement attached
Seeking easement at this time
Authortzed Agent's Signature
12-4-?s
Date
D405PJA95
BEAU-C W D-7-CAMA-FORM. PMT:6
951127

PCS PHOSPHATE
I
HUDDY S
PCS PHOSPHATE
COMPANY, INC.
COMPANY, INC.
GUT
f'or WOE
AV
_— 318
22'
BM'BEA-64'
ELEV. 7.BS
.7.10 7.66
7•Q
BRIDGE
n�m�
NCSR1004
474 477 4A1 4A6 IA2
461 4A7 1 491 495
4A9 4
4.6i
4 B
4A
62D
6.05 SA
• 36 2.3 LT
IS
3.0
�1.4
29. I3'
2A 2A
Ip .7 a3 0.
P y6 IA 4
4.4
YAR6X II II MARSH
I PROPOSED
/ PROPOSED MARSH
PVC, SDR 21, 200 PSI PROPOSED 8" GATE VALVE BBOX —
WATER LINE 120 LF CREEK CROSSING WITH
8" DI PIPE, CLASS 350. 8" PVC, SDR 21, 200 PSI
PCS PHOSPHATE d— BOLTLESS RESTRAINED JOINT _ 1 WATER LINE
COMPANY, INC. WATER LINE
PCS PHOSPHATE
COMPANY, INC.
EDGE OF'PAVEMEN7
10 — GROMA ABOVE TOP OF BRIDGE DECK
lV i/ WATER LM
PROPOSED
B" PVC. SDR 21. 200 PSI
WATER LEVEL /
JUN 26, 1996 ,
CAMA AREA ®
,MIN
-5 DISTRICT VII-RICHLAND TWSP.
PRorose0
WATER AND SEWER DISTRICT
120 LF CREEK CROSSING WITH
OF BEAUFORT COUNTY
S" DI PIPE, CLASS 350.
SCALEI'=30 HORIZONTAL
BOLTLESS RESTRAINED JOINT
WATER LINE
I = 6 VERTICAL
AUGUST 28, 1995
ww
PROPOSED
8" PVC, SDR 24 200 PSI
WATER LINE
3.33

NARRATIVE FOR CAMA AREA _9
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
SR 1004- across Huddv's Gut beside 5out4P.,?
S,d OT kr dn0-
2. Type of CAMA AEC:
Public Trust Area Estuarine Shoreline
X Estuarine Waters ---X—Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length 28DepthS'4-o7.51 (Sec cross;nj de —,I)
Width l 0 -L a-t --+o o-h 4-ren c G
Estimated excavation volume 4/Xd 3
4. If estuarine shoreline, coastal wetlands or wetlands, dimensions of disturbance:
Length I50� Depth 4-r4o &r (fie rross�raM)
Width !C M of jrp
e t +,aer A
Est. excavation volume 2 0 0 vd s Est. disturbed area 750 -Ft'
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
Track excavator X Hydraulic Jet
6. Vegetation at site. 14arcL Ven -I-44,,'on ow theuld,-r c-E road
D405PJA95
BEAU-CWD-7-CAMA-FOP.M.PMT;5 950702

NARRATIVE FOR CAMA AREA $
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
V1
10.
11
Stabilization measures: IAJ,'II Lackf'ill land wi4 vna4've soil
Ori4inal eleva-ROMS a
Pvfc ei-a-b'o" occur,
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months l in k n o w H
Source of information Batiks are. sFabil,'zed V i4 +eel/
honrSh
_�
grass Uanks
are no.+ Sub1'ecf
iv
wave
etc-h'cm bwf
are
Su{�'ecf `k
��e�al
c�langes,
Length of Rip -Rap (along shore) N/A
Average distance waterward of rip rap to normal water level WA
Amount of fill to be placed below mean high water n1/A
Type of fill material N/A
Name of planning jurisdiction Mo r e
Certificate of zoning compliance obtained? A//A
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
k Yes No
k NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? / J 0
Water line to be on private land?
Easement obtained
No
Seeking easement at this time
Authoriz Agent's Signature
Copy of easement attached
a_"c
Date
D405PJA95
RF AU-CW a7-CAMA-FORM.PMr:6
951127

R/W
PCS PHOSPHATE CO., INC.
PROPOSED
RIP RAP/GRAVEL FILTER
HUDDIES
CUT I
ELLENE HALL WILLIAMSON
PROPOSED
RIP RAP /GRAVEL FILTER
NCSR'0"9.4
49.39 49.36
49.33
46.79 48.76 48.78 Ie
4B.B5 4B. B9 48. 94 48. 99
49.2049.39 49.54
49.64 4B 7B
22
+ 48.3 +49. I492
49.3
16
49.1 49.6
49.2
49.14+9
4+ 9 r 4+8 440.1
r 4TF0 r 47.B
r r +
R/W
PROPOSED
8 21, 200 PSI
R/W
COASTAL
COASTAL
WETLANDS
PROPOSED
TBM
NAIL IN PP
8 PVC, SDR 21, 200 PSI
WETLANDS
SHOULDER
5
OFF SHOULDER
I
PVC, SDR
OFF
WATER MAIN
50.00'ASSUMED ELEV.
WATER LINE
OF ROAD
OF ROAD
PCS PHOSPHATE NC.
CO.,+
I
�{
PROPOSED
80 LF CREEK CROSSING WITH
8'DUCTILE IRON PIPE, CLASS 350,
ROY THARRINGTON, JR.
I
BALL JOINT, WATER LINE
& MARY THARRINGTON
SO- WATER LEVEL
45.67(M 10:20AM
JUNE 26 1995—
45 -
PROPOSED
9 PVC SDR 21, 200 PSI 37
WATER LINE
40 -
CAMA AREA O9
DISTRICT VII- RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I'=30' HORIZONTAL
I'= fi VERTICAL
AUGUST 28,1995
4' MIN.
OF ASPHALT
MOUND ABOVE
WATER LINE
B" PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
80 LF CREEK CROSSING WITH 8'
DUCTILE IRON PIPE, CLASS350,
BALL JOINT, WATER LINE

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
SR 1b04 arro55 Huddles Gt<f 52(Cc�epf eas+
o; NG306 -Ferry . beside saulbern side o-P road,
2. Type of CAMA AEC:
Public Trust Area Estuarine Shoreline
Estuarine Waters _Coastal Wetlands
3. If water crossing, dimensions of crossing:
t �
Length 20 a- Depth 5 Po c7 (S er r. ro5s,' d aJc row
Width /o-C{- a+ -I-c o o-F +rencA
Estimated excavation volume y 9 yd -
4. If estuarine shoreline, coastal wetland , or wetlands, dimensions of disturbance:
Length 115 f4- Depths h 8 t
Width / o f+ a+ ton o-F 47-ekc4
Est. excavation volume --Ili XZ Est. disturbed area 115 0-
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
Trencher Motor grader
Track excavator Hydraulic Jet
6. Vegetation at site.
540LAVer o-F road.
Yes —.K_N/A
Yes -' N/A
iC Backhoe
0
D405PIA95
BEAU-CWD-7-CAMA-F0RM.PMT;5 950702

NARRATIVE FOR CAMA AREA 9
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures:yy11 back-Pil d,s-Eupbed mar-sliia. d
Ina
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months_ U n k no w n
Source of information Ex s+i n a b o 7 ks a n d S h
we4er- c7r-e % eavl'7v-y24e+n4ed a td ho+
Ss~di'ecf +0 wave Ctc-hbvn.
Length of Rip -Rap (along shore) Alo - e
Average distance waterward of rip rap to normal water level WA
Amount of fill to be placed below mean high water NIA
Type of fill material N�A
9. Name of planning jurisdiction NL he
Certificate of zoning compliance obtained? N14 Yes No
10. Water line to be within NCDOT right -of --way? _Yes No
NCDOT Encroachment cA NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? NO
Water line to be on private land? A)o
Easement obtained Copy of easement attached
Seeking easement at this time
Authorized Agent's Signature
/2 4-9a
Date
D405PJA95
BEAU-C WD-7-CAMA-F0RM.PMT:6
951127

HOUSE
p O N O
L(NO OUTLET)
N' WIDE --
ORAVEL ORIVE -
R/W
ISLE VUE DRIVE -
_ 1
5
1 W BULKHEAD W
% TREE o — —
µ, — R/W
PROVIDE
R/W PROPOSED 5' MIN. CLEARANCE BOAT RAMP END
2��PVC, SDR 21, FROM BULKHEAD OF
BEGINNING 200 PSI WATER LINE CAMA AEC
O
CAMA AEC C A N A L
BOAT RAMP
CAMA AREA 10
DISTRICT VII - RICHLAND TWSP. \
WATER AND SEWER DISTRICT i
OF BEAUFORT COUNTY T°-CREEK
SOUTH SCALE: I"=30'
NOVEMBER 24, 1995

�'
6' TO 4+�
'..SIDE CAST:{
TRENCH 18"
36'
TO.
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

NARRATIVE FOR CAMA AREA 10
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
T5l V,.e D ;vex 300 &e -t ups+- 6-F Lake. Vue /J,%v_e
in Zoe Le akdAiiSion near rar,al +n '-Eou-I-A G-ee
2. Type of CAMA AEC:
Public Trust Area
Estuarine Waters
X Estuarine Shoreline
Coastal Wetlands
If water crossing, dimensions of crossing:
Length Ai/A Depth NA
Width N/A
Estimated excavation volume N/A
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length 2 4-O 41P Depth 4 2'/
Width 2.9+ w,i( 7ft of Siriecas -'
Est. excavation volume 62 Y A 3 Est. disturbed area 2- 1 60 44
Crossing in road shoulder above culvert? Yes X N/A Uo
c. )ver4
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
X Trencher _Motor grader X Backhoe
Track excavator Hydraulic Jet
6. Vegetation at site. L) 4.C1 y a e4� 4-7'or,
D405PIA95
BEAU-CWD-7-CAMA-FORM.PMT;5 950702

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures:
S. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months C)" k�, o'wv,
Source of information G 6 n e l ; s b a u i Berl bx h u l k L, F n a
bOk4g d I.s in 'poor"' co✓d/fiom.
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water level N/A
Amount of fill to be placed below mean high water N/A
Type of fill material N/A
9. Name of planning jurisdiction A o o e
Certificate of zoning compliance obtained?
10. Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
11. Water line to be within non -DOT public right-of-way?,
Water line to be on private land? A)r
Yes No
Yes X No
NCDOT Encroachment
application applied for
Easement obtained Copy of easement attached
Seeking easement at this time
Authorized Xgent's Signature
12-4-f'r
Date
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMr;6
951127

R/ W
PROPOSED
2 "PVC, SDR 21,
200 PSI WATER LM
4 PVC, SDR 21,
200 PSI WATER L
R/W
SDuTM DRIVE
BEGINNING Of/ 0�
Cf1AMA AEC POND
PROPOSED
4 PVC, SDR 21, 200 PSI
14' WIDE EXISTING
GRAVEL ROAD Il �s---TWO 12" METAL CULVERTS
I I' i GROUND COVER
CAMA CROSSING \
I \ \ MAINTAIN ID R C LVER
�sN
HORIZONTALL SEPARATION \ <F
FROM CANAL
1
1
02
PROPOSED
2"BLOWOFF
ASSEM BLY—
\1
CANAL
S WATER LINE \
LL BE ENTIRELY
THIN CAMA AEC
PROPOSED
2" PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
4"PVC, SDR 21,200 PSI
WATER LINE
Z�
CAMA AREA II
DISTRICT VII - RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I=40'
NOVEMBER 24, 1995
TO SOUTH
CREEK

F�----fi TO 9----�
TRENCH 18" 36"
TO.
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

i
it ROAD
CULVERT
GROUND
GROUND LEVEL
MAIN TO BE CENTERED UNDER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
UNDER DRAIN. EXISTING STORM
(�)-SEWER DRAIN
PROPOSED
i 24"MM.
MAIN
CENTERED CENTERED
PIPE JOINT 1 PIPE JOINT

NARRATIVE FOR CAMA AREA / I
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, stet name, subdivision nearest water body)
so"+Aer,J ehd o f LIake V,ue ,b,-ive,
n )e Uve Dr;yey 'r e+weea, Lake Vue and Doe
in Isle Vue Subd/vlsiov,y npnr canal 10 &, +,, CreeE
2. Type of CAMA AEC:
Public Trust Area __)_Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length LZ Depth :sae G G_fi M A C PoSS /h�
Width AJM
Estimated excavation volume N�i4
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length 656-F+ Depth 4-2. /'
Width 2 f4- w.A 7-9+- of s;deCast
Est. excavation volume / O yd 3 Est. disturbed area 590 0 +1 -
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5.: Type of construction equipment to be used:
Yes —X N/A
_Yes N/A
X Trencher X Motor grader
Track excavator Hydraulic Jet
6. Vegetation at site.
K Backhoe
D405PJA95
BEAU-CWD-7-CAMA-F0RM.PNfr;5 950702

NARRATIVE FOR CAMA AREA / I
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures: So w r ass Seed 6t4er i✓1 4-n 111n ,
8.
10.
11
Shoreline Stabilization (if creek crossing) N/A
Estimated shoreline erosion during preceeding 12 months l )h k a c w,-7
Source of information Gu h a 1 banks An ve Well - es4-ay, Ae/
Length of Rip -Rap (along shore) ^JIA
Average distance waterward of rip rap to normal water level 111 /A
Amount of fill to be placed below mean high water lV/A
Type of fill material WA
Name of planning jurisdiction Non e
Certificate of zoning compliance obtained? N/A
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
Yes �_No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right -of --way? Yes
Water line to be on private land?
Easement obtained
/J o
Seeking easement at this time
IL&=L 4
Authorized Agent's Signature
Copy of easement attached
l2- #-9J
Date
D405PIA95
.......... I o......... 951117

I
1
PROPO S E D
SOUTH 2" BLOW OFF ASSEMBLY
CREEK �4"PVC, SDR 21,200 PSI
I1 WATER LINE
EXISTING
RIP- RAP AND
CONCRETE SPA
25'
PROPOSED
4" PVC, SDR 21,200 PSI
WATER LINE
HOUSE
W W — BEGINNING OF
OF
CAMA AEC
CAMA AREA 12
DISTRICT VII- RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I 1-30
NOVEMBER24,1995
I I
a
W I
I W I
�rcl I
I W
J
I
PROPOSED
l
4 PVC,SDR21, 200PSI
EXISTING
I 15"RCP
WATER LINE
--
R/w —
1
w
GIFFORD ROAD
(GRAVEL) --
EXISTING
DROPINLET
0 1
R/W

fi TO
'•.SIDECAST:
TRENCH ie" 36"
24
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

NARRATIVE FOR CAMA AREA 12
DISTRICT VII-RICHLAND TOWNSHIP WATER .
AND SEWER DISTRICT OF BEAUFORT COUNTY
1.
2.
3.
4.
5
Location (Road number, street name, subdivision, nearest water body)
sno+k7ern ei d o- G;TTord Road'. Vue
Subdly sr'oh i VIPak- Se).+, Ct-eek
Type of CAMA AEC:
Public Trust Area
Estuarine Waters
_Estuarine Shoreline
Coastal Wetlands
If water crossing, dimensions of crossing:
Length ---AY
ADepth WA
Width NIA
Estimated excavation volume A) /A
If estuarine shoreline coastal wetlands, or wetlands, dimensions of disturbance:
Length--(,, o �t Depth 4 Z'
Width 1. 5 4 W%fl, 6 li 5;11e1-4 3+
Est. excavation volumed s Est. disturbed area 450 F+
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
X Trencher X Motor grader
Track excavator Hydraulic Jet
6. Vegetation at site. l% l a n d 1/e n e -Fa -h o ry
Yes _) N/A
Yes X N/A
k Backhoe
D405PJA95
BEAU-CWD-7-CAMA-F0RM.PMr;5 950702

NARRATIVE FOR CAMA AREA / 2
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
8.
Rol!
11
Stabilization measures:
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months 1.1 � k h g �
Source of information '14,crek.-,a bac %een re; 4 40rcec�
Length of Rip -Rap (along shore) A/ /A
Average distance waterward of rip rap to normal water level 111/A
Amount of fill to be placed below mean high water N /A
Type of fill material NSA
Name of planning jurisdiction IJ o r, e
Certificate of zoning compliance obtained? N /A
Water line to be within NCDOT right -of --way?
NCDOT Encroachment
obtained
Yes No
Yes X No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right -of --way? Yes
Water line to be on private land?
Easement obtained
/J o
Seeking easement at this time
�Authorized Agent's Signature
Copy of easement attached
1 Z- y- 9.5-
Date
D405PJA95
BEAU-CW1)-7-CAMA-F0RM.PMr;6 951127

AURORA CITY
LIMIT
PLANT FORCE MAIN -DIFFUSER�!
NELLIE MILLS
6 WATER TREATMENT
EXISTING
TRIP RAP
TEL
TE DNE CABLES
OHEAD
T
OVER NERD
AURORA VOLUNTEER
FIRE DEPARTMENT
T - T ----
28' CONCRETE BRIDGE
AURORA CITY
LIMIT
WILLIAM F.
GRISSOM
L
mD• Riw
- -' - NC 33 EAST
T
MARY A.
PEAY
CAMA AREA 13
RIPARIAN OWNERS j\
SCALE: I -100'
OCTOBER 9, 1995
SOUTH CREEK

'o
do. O
0
\ J�3 480
PROPOSED
fi PVC, SDR 21, 200 PSI
WATER TREATMENT PLANT*
FORCE MAIN
-1 EA 6" 450 BEND, PVC
\ \
p
i\?
PROPOSED
6" 22y20BEND, PE
EXISTING RIP -RAP
MAL WATER LINE
PROPOSED
—6" PE, AWWA C906,DR11
WATER TREATMENT PLANT
FORCE MAIN PROPOSED
4OLF DIFFUSER, PE, AWWA C906, DR11
\ � j
y \
yo
r ..
m " \
PROPOSED
PILING
SOUTH CREEK
CAMA AREA 13
WATER TREATMENT PLANT
FORCE MAIN
\ \
DISTRICT VU - RICHLAND TWP.
\ �\
WATER AND SEWER DISTRICT
284+80
285+50 286400
286+50 287400 OF BEAUFORT COUNTY
' October 9, 1995 ! I '
'
PROPOSED
`
U i j-
j .... ._. \ _.
.
I I
—� ...... _. ....;
.;
...
I EA' e-45°BEND, PVC.:.—'10. I
_ ` __
TRANSITION FROM PVC TO PE .... __.� I_ ' ..
i
WITH FLANGE/FLANGE CONNECTION
r 1 I I
1I
WATER SURFACE
_ -- -- —•__ — — ,
i i I
'
NATURAL
N
5'
• �;_—
.TURAL GRWND \_
�PROPOSED___—.`,-- .--_ --.',
--...
40 LF 6 DIFFUSERPE
6,OR_0--PRO—4WA_�9A--L
Q
2SBEND, PE
CONCRETE ANCHOR (TYPICAL).
flo
,- .. _.,
• I -
i
PROPOSED:
6"PE 4WWA C906, DR II, WATER TREATMENT:..r.._.....,...>... ....>, _ ... _ 10.0 ..._-.._...... _
PLANT FORCE MAIN
... ...-.._.:,, ....- ...:... - ALE - 40 HORIZONTAL'
vEffriCAL

lo'
IMF MAXIMUM
TYPICAL TRENCH SECTION
CAMA AREA Q

3/18"x 2" S S
STRAP (TYP)
L - •
6" MIN.
I
6" PE SUBAQUEOUS
DIFFUSER PIPE
CREEK
B - 3/4" ORIFICES
AT 12" 0 C
�L CONCRETE BALLASTS
(450 LB EACH)
PLAN VIEW-
S 0 U T H
CREEK
32 - 3/4" DIA. HOLES
AT 12" 0 C STAGGERED
AT 22 1/20
T 22 V20
SECTION VIEW
6"
J
PROVIDE
6" THREADED
CAP
n
/—TOP OF
DIFFUSER
PIPE
3/8"x 2" SS STRAP WITH
1/2" x I y2" S S BOLTS
—RUBBER GASKET MATERIAL
CONCRETE COLLAR
IB" MIN. 0.0.
SUBAQUEOUS DIFFUSER DETAIL
NOT TO SCALE

NARRATIVE FOR CAMA AREA I3
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
Air 33 ca+ creek -Frrw, near norFitwest
Corner of br;e -Fo C- ,av,nel of Greek
2. Type of CAMA AEC:
_Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length l l D T Depth ;7o, % 5-,+ See o,--�'k i
af,F4ser ;+self sAall be
Width ID-F+ at- 4C-4
bo+a-�.n cf ererk,
Estimated excavation volume /2-0 4 f 3
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length N/H
Width k'/h
Est. excavation volume NIA Est. disturbed
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
Trencher Motor grader
_Track excavator Hydraulic Jet
6. Vegetation at site.
N%iJ
Yes __�(.__N/A
Yes �( _N/A
Backhoe
D405PJA95
BEAU-CWD-7-CAMA-F0RM.Phrr;5 950702

NARRATIVE FOR CAMA AREA /3
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization /measuures: Re /a ro ex i s f; n o ri - ra n
ren'+cVeA trr-o,-,s-t-r�, cf7'cv,
S. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months 1. Ic a ew
Source of information 5 k ore 1; o e i s s Le 6 i i; ze d w;�- A
i
Length of Rip -Rap (along shore) N /A
Average distance waterward of rip rap to normal water level N /A
Amount of fill to be placed below mean high water WA
Type of fill material M /A
9. Name of planning jurisdiction Town o-F A c(ro ceL
P)A °%sc/eb
Certificate of zoning compliance obtained? _Yes _-A---No
10. Water line to be within NCDOT right-of-way? Yes XNo
NCDOT Encroachment p t f-,,.,. _NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right -of --way? tr,(st w i 4ers
Water line to be on private land? /J0
Easement obtained Copy of easement attached
Seeking easement at this time
Authorized Agent's Signature
Wf�,11 seeky-
"T r^OI,vl !JG pePo,-tm f n t OT
Atl,ninlSi rct/,c'✓1 a�/cr
Ob"Faininq CAMA
Date
PJ A
ol/sclel& NC- Dv7-e-il, oachment yfl�cai-;cv1 has been �,lec! Oar
-Force ma,n w,i-h,n Ax, 33 Y,t04 -of -way,
D405PJA95
BEAU-CWD-7-CAMA-F0RM.PMT;6 951127

Vicinity Map
NC GEODETIC SURVEY
STATION "ROWE"
NF 571 614.093
E= 2 659 722.748
NAD 83
" ONC. N85Q47 42 E
MON.
f —
)TOT FIRST
987°01'3;
I. WILLARD F JEFFERSON, REGISTERED LAND SURVEYOR
NO. L4405 CERTIFY THAT THIS PLAT IS OF A SURVEY
OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF
EXISTING PARCELS, A COURT ORDERED SURVEY OR OTHER
EXCEPTION TO THE DEFINITION OF SUBDIVISION. .
W1I cRD F. JEFFERSON, REGISTERED LAND SURVEYOR
NO. L•1405
I, WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED THE PERFORMANCE
OF THIS SURVEY AND PLAT FROM DATA
RECORDED IN BOOK N/A PAGE N/A I
THAT LINES NOT SURVEYED AWE DASHED
WITH RECORD DATA SHOWN THAT THE
PRECISION 19 1/ IO.000f EDM i THAT
THIS PLAT CONFORMS TO GS 47_30 AS
AMENDED.
WITNESS, MY SIGNATURE , REGISTRATION
NUMBER, AND SEAL THIS 2ND DAY
OF JUNE , 19 95
WILLARD F. JEFFERSON, RLS NO. L-1405
NORTH CAROLINA , PITT COUNTY .
I,A NOTARY PUBLIC OF THE COUNTY AND
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON , A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING
INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL ,.
THIS 2 NO DAY OF JUNE , 19 95
GAYLE 0. BROCK , NOTARY PUBLIC
MY COMMISSION EXPIRES 11. 13-99
REVISIONS
NO DESCRIPTION DATE
S48°24 00''E
10. odo' 30
DISTANCES SHOWN ARE
HORIZONTAL GROUND
MEASUREMENTS.
4
9 y1a
Gie.��P
5
J\r
�0J
.700�\rj
QJ
100'
133 132 R/W�—_
S86°25-10"W
,0^ 14. 187' I
a
6925'-10"E I Q _N._C 33
64. 617' 127
(BPIDG E)
-- R/W
N.C. DEPARTMENT OF ADMINISTRATION
UTILITY EASEMENT SURVEY FOR
DISTRICT
RICHLAND TOWNSHIP
WATER, and SEWER DISTRICT
of BEAUFORT COUNTY .
SOUTH CREEK UTILITY EASEMENT
RICHLAND TOWNSHIP, BEAUFORT CO. , N.C.
AUGUST 2, 1995 SCALEW' = 40'
40' 30' 20' Id O 20' 40'
IL
McDAVID ASSOCIATES, INC.
Engineers • Planners • Land Surveyors
INC. Farmville, N.C. • Goldsboro, N.C.
SURVEYED BY F. BYRNS I900323
DRAWN BY G. BROCK JOB tin 8055

0
Permit No. NCO084808
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
TO DISCHARGE WASTEWATER UNDER THE
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Richland Township Water & Sewer District VII
is hereby authorized to discharge wastewater from a facility located at
a Water Treatment Facility
at the intersection of NCSR 1003 and NCSR 1932
east of Aurora
Beaufort County
to receiving waters designated as South Creek in the Tar -Pamlico River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective August 1, 1995
This permit and authorization to discharge shall expire at midnight on March 31, 2000
Signed this day July 10, 1995
A. Preston Howdrd, Jr., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0084808
SUPPLEMENT TO PERMIT COVER SHEET
Richland Township Water & Sewer Distict VII
is hereby authorized to:
1. Enter into a contract for construction of a wastewater treatment facility, and
2. Make an outlet into South Creek, and
3. After receiving an Authorization to Construct from the Division of Environmental
Management, construct and operate a brine recharge wastewater treatment facility
located at a Water Treatment Facility, the intersection of NCSR 1003 and NCSR 1932,
east of Aurora, Beaufort County (See Part III of this Permit), and
Discharge from said treatment works at the location specified on the attached map into
South Creek which is classified class SC -NSW waters in the Tar -Pamlico River Basin.

Ir. %
a e� J•L� ;� N r 6 �a
.10
Enc (C
• C
In
�,\ _ `- ��• I"i�� !" d1J ij Je ell II
Jean n• (C)//// PPmtN
�`'. T �� s qc. ue.el(Crj -.'`. Silverthor
I (� Andy (C) �•!� Holland' �':'h s G I
Amcs Pr eel
pilms
S40
\
7 Pt
•1 r J'
gneiss_ e
r e�
-
,C. : /' 4 :. •_
.:ra (C) 7%
r I 'Its•—' - • %FiliriQ��\ ��" �"
"..�•'Iti.'• ( J�� `It JjT� T(.et\ May
I I •5'Q �. •i ••`f��y-1r • ♦ `•`fit \t 5
�r - - _ .... ....... Dui->,•.G•`•• c PT
ouiie 1-Cl \'
imnQ Rachel ; \ — �C` •( r .r
R AD
----1 I -Dusan
_ cn:in Grove„
Ch
;, /• Suer • '•!
.,:Royal Cis
_ _ _ _ o �1

PROPOSED
IEA 3i2"TEE, PVC
I EA 3" PLUG, PVC
I EA 2" BLOW -OFF ASSEMBLY
Est ROOMS
1200
a
12♦60 nin
WELL
1184
1 t
PAMLICO RIVER PROPOSED
3 "PVC SDR 21, 200 PSI WATER LINE
15 MIN. FROM CENTER LINE OF ROAD
P ROPOSED
-3"PVC , SDR 21, 200 PSI
WATER LINE PROPOSED
15* MIN. FROM CENTER LINE OF ROAD 3 PVC , SDR 21, 200 PSI WATER LINE
I
—'7 12' FROM CENTER LINE OF ROAD At Oo BLS
_6iEM1t tp
P R 1, -
ItAM1 I 1
Lj
12
E WEST END
1O t
OF
ESTUARINE 1
SHORE AEC
lO
121 04
SHE1.t E
-TABLES
1 r f
NEVIL CREEK
p1p.RAP BULK "FAO WALL
DRIFT WOOD DRIVE
'BBOOAT 0 COASTAL: WETLANDS 'FROM. DITCH
((AMPSJJ EXON I I AND SOUTHWARD
SIGN
I I
TGN
J.69 I I I I
�� I ICORRAL
BO% B6sI
CARALI
Z IOI(
-�- _L
St.00K C
CAMA AREA 14
DISTRICT VII- RICHLANDTWSP
WATER AND SEWER DISTRICT
OF 13EAUFORT COUNTY
SCALE: I"= 100
JULY 21,1995
m
O
4,1361
I SPEED I 3 t20
LIMIT EA END
SIGN OF1 2I
ESTUARINE
SHORE AEC 1�
_to �c

D
,
h�-6' TO
ID E CAST.:
TRENCH 18" 36"
To
24"
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

NARRATIVE FOR CAMA AREA 14
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1
2.
3
Location (Road number, street name, subdivision, nearest water body)
near Pa,,,1,co Prver (nortAe,n s;de a-l- road) a 4
vnle+l,rrla of l,)ev:l' CrPPkr5ov-l-Aper 5icle o-� roa!(),
Type of CAMA AEC:
Public Trust Area )C Estuarine Shoreline
Estuarine Waters Coastal Wetlands o- A �� d �� h 54�'YiA
0. road Sl+aulc/P�
If water crossing, dimensions of crossing:
Length N //± Depth Al /A
Width AJ/A
Estimated excavation volume Al /A
4. If estuarine shoreline coastal wetlands, or wetlands, dimensions of disturbance:
Length `L 3 f+ Depth 3 , 5 -F+
Width l 5 -Ff wid4 7-r+ S•dPLST
Est. excavation volume 5o s Est. disturbed area (05-70 F,-
Crossing in road shoulder above culvert? Yes X NIA
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
X Trencher X Motor grader X Backhoe
Track excavator Hydraulic Jet
6. Vegetation at site.
A
Er
D405PIA95
BEAU-C WD-7-CAMA-FORM.PAIT;5
950702

NARRATIVE FOR CAMA AREA 14-
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
8.
F11
its]
11
Stabilization measures: Install wa�rr �;ne in road 5hciw/- r.
+o e1Vcid r_rc ci-n 1 Wefle,,,4S Sof-i+A of J,, fe -, i6PsiQe I -cad,
4 re" Chi
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Un 1;. ow"
Source of
SUBdi Vi Slc✓i Suryfc 01nt- iorl;ret4,-3 suLs4-o,,4-*in1 Qrosebry
Y+lt5 cceurr-ed. Je4,,,e% Gne rMIP ACIVe 101-em
N s+alied,
Length of Rip -Rap (along shore) N/A
Average distance waterward of rip rap to normal water level /V/A
Amount of fill to be placed below mean high water N
Type of fill
Name of planning jurisdiction A )c v, e,
Certificate of zoning compliance obtained?
Water line to be within NCDOT right -of --way?
NCDOT Encroachment
obtained
Yes No
Yes ­2� No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? Ye 5
Water line to be on private land?
Easement obtained
Seeking easement at this time
r" th Authorized Agent's Signature —
Copy of easement attached
1z- 4-9s
Date
D405PIA95
BEAU-C WD-7-CAMA-FORM. PMT;6
951127

M•"BEA-54" LEON D. BONNER,X -
�6
LEON D BONNER, IIL .
EL EV. = 6.32'
I
1
PROPOSED
1
P
PROPOSED
ll
100 LF CREEK CROSSING WITH 8'
'
8PVC SDfl 21 200 PSI
DUCTILE IRON PIPE, CLASS 350,-�►',
PROPOSED
BALL JOINT, WATER LINE
8"PVC, SDR 21,200 PSI
WATER LINE
WATER LINE
---� 3'lw10E 3'1 WIDE r-. R/W
WETLAND WETLAND y„
R/W
--
- _- --
PROVIDE RIP RAP'm
S' 445 4.23
3BS515
S
5.65 5.45 .IS r 5.05
•3
45.2 5.5
5.93 5.83 5.79 5.78 5.73 5.71 5.71
45.69 45.68 5.65r
S. 65
5.57 5.57 549 S, qS 4.95 +
I6.0'
5.71
164, 5.35 5.55 5.66 5.64
BRIDGE
— •--4; NCSR 1932--
5.68 5.67+
G'
FLOW
31'
TAN SWAMP
-_
--
- --
R/W
R/W
so ' 1
DOROTHY L. BONNER
W.E. MILLER ESTATE .
60.
Br ETHEL B. MILLER
EDGE OF PAVEMENT
S ��///
///
GROUND ABOVE TOP OF
BRIDGE DECK
WATER LINE
q.27'
WATER
3.OEL
/jp
l�� JUNE 2G 1995
PROVIDE RIP RAP
ON BANK SLOPES
PROPOSED
O
�
PROPOSED
-
8"PVC, SDR21,200 PSI
5.36'
8 PVC, S DR 21,200 PSI
WATER LINE
If l\�
WATER LINE
LAMA AREA IS
l\\'
5 -
PROPOSED
DISTRICT VII—RICHLAND TWP
4 ' MIN.
100 LF CREEK CROSSING WITH 8*
WATER AND SEWER DISTRICT
DUCTILE IRON PIPE, CLASS 350,
OF BEAUFORT COUNTY
BALL JOINT, WATER LINE.
SCALE :I"=30 HORIZONTAL
10 - I'= 6' VERTICAL
AUGUST 28,1995

NARRATIVE FOR CAMA AREA 15
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
SR 1932 IItcross I Swnw o 1peside wes-i-ern
Side o7 hriClAe
2. Type of CAMA AEC:
_Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length 4P Depth 45 to 9 See crossi✓q
d;a9 ra.n
Width /O f e+ 1cv c� {�Pncti
Estimated excavation volume 7 D ,, d s
4. If estuarine shoreline, coastal wetlands, or etlands dimensions of disturbance:
to"iti ba.,k —+ 9 f+
Length3 Fr eo,A bo�ik Depth S..aA &nk �6.54�1
Width 10 -r+ a+ '%on 0- +r"Ach
3 s
Est. excavation volume—fl, 5 vc! Est. disturbed area (o D 4
Crossing in road shoulder above culvert? Yes KN/A
Crossing in road shoulder beneath culvert? Yes k' N/A
5. Type of construction equipment to be used:
Trencher Motor grader X Backhoe
x Track excavator Hydraulic Jet
6. Vegetation at site.
o�, hrtj, banks
34 w •
de >nne of w
0f-A-er,,'Se, Lla/a
Ptic; „rr
d
y ?n e-!n fi'c.
VPne+V-h'on
D405PIA95
BEAU-CWD-7-CAMA-F0RM.PMT;5 950702

NARRATIVE FOR CAMA AREA 15
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: T,� -,-Fn ll^/ r i n- r o o on creek d 6a h k s.
S.,„ cross Seecl a -I +f i— 17n �k �;//,'nn Where
Di PIMP ;5 not "p7der he
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Un k n c wh
Source of information Q, sl-; nJ creek bank 's 547, LL-fre/
W,%llI�+ Veneiz-i-,' m anit a�nl1 ,14
IA rJi&c+ %+ Wave e7eh,ov1
Length of Rip -Rap (alongshore) k 2 4 ae f n h c-a c 4 bon k
Average distance waterward of rip rap to normal water level 2 r,,+
Amount of fill to be placed below mean high water
Type of fill material G 1 n s s I i- i n- ra o
9. Name of planning jurisdiction %ic ✓1 e
Certificate of zoning compliance obtained?
10. Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
_Yes No
—A—NCDOT Encroachment
application applied for
11. Water line to be within non -DOT public right-of-way? k )n
Water line to be on private land?
Easement obtained
Seeking easement at this time
Authorized Agent's Signature
Copy of easement attached
12-4-qJ
Date
D405PJA95
BEAU-CWD-7-CAMA-F0RM.PM ;6
951127

PCS PHOSPHATE CO., INC.
BM . NCGS "BEA - 74"
ELEV.. 6.32'
20'
7.40
k
DURHAM CREEK
210'
NCSR 1955
�nV4�� I
60'
PROPOSED 47'z15' PROPOSED
6" PVC, SDR 21. 200 PSI WATER LINE 300 LF CREEK CROSSING WITH
WATER LINE EASEMENT B" DUCTILE IRON PIPE,CLASS 350.
BALL JOINT WATER LINE
W. E. MILLER ESTATE
10 EDGE OF
PAVEMENT
m
Im=
LPROPOSED
6" PVC, SDR 21, 200 P51
WATER LINE
CAMA AREA 16
DISTRICT VII - RICHLAND TWSP.
WATER AND SEWER DISTRICT
OFBEAUFORT COUNTY
SCALE: I" = 40' HORIZONTAL
I" = 10' VERTICAL
AUGUST 28, 1995
DOROTHY L. BONNER
c/o LEON D. BONNER, III
POSED
PVC, SDR 21. 200 PSI
TER LINE
T6j.92E 6.92 6.97 6.85 63
7.OB +
q N q GUARDRAIL
A: Yl NM N�
ik
5.8 6b 6.1
TA B.1 77
7.9 R/W
206' It 20' 77' x 15'
WATER LINE WATER LINE
EASEMENT EASEMENT
PCS PHOSPHATE CO., INC.
4—TOP OF BRIDGE DECK I PROVIDE
A 9OVE WATER LEVEL I RIP -RAP
P
LINE 1.19 m 1:21 PM 6 0'
rJUNE 29,1995 ON BANK
i SLOPE
4'
Ov PROPOSED
6" PVC, SDR 21. 200 PSI
WATER LINE
PROPOSED
300 LF CREEK CROSSING WITH
6" DUCTILE IRON PIPE.CLASS 350.
BALL JOINT WATER LINE

NARRATIVE FOR CAMA AREA I (o
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
5R IR55 nCro« Durham reek beside 5o"4-%Prn
-side 154 brJ ae
2. Type of CAMA AEC:
X Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length 1 8 3 -Ff Depth 5 c i0 /o c (!See waf-er
r Cro SSinqJ dir Ja a � )
Width l i� 4 ai- lop a of -t-re�c ti
Estimated excavation volume d 3
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length WA Depth A//A
Width�ll/R
Est. excavation volume N/A Est. disturbed area N/fl
Crossing in road shoulder above culvert? Yes C N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
Trencher Motor grader X Backhoe
Track excavator __A_Hydraulic Jet
6. Vegetation at site. S her ; c Go Ver,-d w 4b lip estone irio- rap
D405PJA95
BEAU-CWD-7-CAMA-FORM.PMT;5 950702

■
NARRATIVE FOR CAMA AREA M(o
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures: t'e ntnr< g ,'ad-,ra rl p-raP rernnycd
-ror consfr.,,fr'o.., -+o mace,. nrades
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months 1 )� k h c w.
Source of information 5t, rre I ; rre s s-/n k)rJ,'z&J w4h
Length of Rip -Rap (along shore) A11A
Average distance waterward of rip rap to normal water level NSA
Amount of fill to be placed below mean high water % , d 3
Type of fill material G Io c s 1 rl c— r-o n
9. Name of planning jurisdiction
Certificate of zoning compliance obtained? N/A Yes No
ffia
11
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes X No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? pu 6 J,c trw st waders
Water line to be on private land?
Easement obtained
Yes
Copy of easement attached
_Seeking easement at this time 7ro M r i P Q ri4 n o w h e rs .
MNsF Akllin 10. CDepf, of Rdm;ni s-F ne,4ich e115ew ,,,f
ci-fgec ob+4in,�J LIZ
h t_ Authorii6d_ Agent's Signature
12 4- a5
Date
D405PJA95
BEAU-C W D-7-LAMA-FORM.Phtr;6
951127

REVISIONS
NO DESCRIPTION .DATE
RR
Vicinity Map
PCS PHOSPHATE
COMPANY, INC.
vA'>q. 17
G8g3ge.Og";y PK SI
b
R/ o Nogl
14 $
N09;S2. S8p=0)
IS.000'•"E 47 n•
0
m
m
(7
a
DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS
I, HILLARD F. JEFFERSON , REGISTEREn IJ1N0 SURVEYOR
NO. L-1405, CERTIFY THAT THIS PLAT IS.OF A SURVEY
THAT IS LOCATED IN SUCH PORTION OF A COUNTY OR'
MUNICIPALITY THAT IS UNREGULATED AS TO All ORDINANCE
TIIATV REGULATES PARCELS Ok' !. ID.
WILLARD F. JEFFERSON, TIEGISTEREFO LAND SURVEYOR
NO. L-1405
CONC IMAL t l
CONC BRIDGE
S80207"
17 „E
_ 9'AC• 2 _
W. E. MILLER
PARCEL 8473, tiwesr
BLOCK 52. MAP 6539 EDGE
BEAUFORT COUNTY TAX OFFICE OF CREEK
,,�pnnrArrryp
BOOK 502, PAGE,\ �$aQ('�gi�J'•,
:'-
r13SCAL`�ll
1972
I, WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED THE PERFORMANCE
OF THIS SURVEY AND PLAT F%0M DATA
RECORDED IN 'BOOK. 600 PAGE /29.9_I
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN; THAT THE
PRECISION IS 1/_10.000.ECM ; THAT
THIS PLAT CONFORMS TO OS 47-30 AS
AMENDED.
WITNESS MY SIGNATURE , REGISTRATION
'NUMBER, AND SEAL THIS 31ST DAY
OF AUGUST , IB
WR,LARO F. JEFFERSO ,RSO , RL
NORTH CAROLINA, PITT COUNTY.
I,A NOTARY PUBLIC OF THE COUNTY AND
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFER30N , A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING
INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL ,
THIS 31ST DAY OF AtimsT 019-9.%
GA
I
�� • ��,GISTfgf�••;L-y
SEAL
L•1405 e
1
�10TA Ry
W 04
60.
20'
1V
BONNER '
01.w
S09°
S EAST I5.0
EDGE
OF CREEK
PCS PHOSPHATE J
COMPANY, INC.
PARCEL 9544.
BLOCK 62. MAP' 6539
BEAUFORT COUNTY TAX OFFICE
BOOK 567, PAGE 299
EASEMENT SURVEY
FOR
DISTRICT VII-RICHLAND TOWNSHIP
WATER AND SEWER DISTRICT
OF
BEAUFORT COUNTY
E DURHAM CREEK EASEMENT AT SR 1955
RICHLAND TWSP., BEAUFORT CO., NC
AUGUST 31, 1995 SCALE: 1"=50'
er/ QQ[Jl15V.:',a+^y� 50' 0� 50' 100,
,7jr41rul t
Mc DAVID ASSOCIATES, INC.
Engineers • Planners • Land Surveyors
INC. Farmville, N.C. a Goldsboro, N.C.
SURVEYED BY FEB
I-90-0323
DRAWN BY sal/cR JOB NO. RnSi

BM . NCGS "SEA - 13" 100, CLEATUS CLAYTON
ELEV. - 16.37' HEIRS
R/W
PROPOSED
10" PVC, SDR 21. 200 PSI
WATER LINE —�
ol
n
I15 KA 14.1
»— IV 1aT
it/ W 1
CLEATUS CLAYTON
20 - HEIRS /
LALA B. PAUL
I
URHAM CREEK
11111.
Q,A PROPOSED
/ 180 LF CREEK CROSS
10" DUCTILE IRON PIPE.
PCS PHOSPHATE /
CO., INC. JAMES D. TYNDALL
8 NANCY HOOKER
R/W
PROPOSED
10' PVC, SDR 21. 200 PSI
TER LINE
D!' E4,
T
N. C. 33
o w
ni' ® A T. a4l l 14.0 Ilf 14A
ri o • m- 2 »�j IE.I 113.1 12.9 !F.9 12.1
• PROVIDE w o o D 9
RIP -RAP
R/w
WITH WEYERHAEUSER
it 350,
NE COMPANY
15 IVP VI'
BRIDGE DECK
.'11U>�IIILs
9.4 ' w n AADN�E e_
PROVIDE
10 — \/ WATER LEVEL RIP -RAP
PROPOSED 6.08 O 1:45PM ON BANK
Z 10" PVC, SDR 21, 200 PSI � JUNE 25,199D SLOPES \l
WATER LINE \ U
5 — © 4.6�
LAMA AREA
DISTRICT
WATER AND.SEWER DISTRICT
\
OFBEAUFORT COUNTY
0 — 4' MIN.
SCALE: I" = 40' HORIZONTAL
I " = 6' VERTICAL
AUGUST 28,1995
EDGE OF
PAVEMENT
PROPOSED
10" PVC, SDR 21. 200 PSI
WATER LINE
PROPOSED
180 LF CREEK CROSSING WITH
10" DUCTILE IRON PIPE,CLASS 350.
BALL JOINT WATER LINE

NARRATIVE FOR CAMA AREA 1-7_
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
NC 33 czcrass D4rA4sn Creek beside SoL444ere)
Side o-F br;dae.
2. Type of CAMA AEC:
Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length S 0 -F+ Depth 5 1+0 7 ' (See W a f-er
G i-055inq c"�;agrc .�'
Width l o -r+ a+ -kcu cT +rrHch J J
3
Estimated excavation volume / 25 vd
4. If estuarine shoreline, coastal wetlands, or wet}ands, dimensions of disturbance:
i
Length t 8 Feet on each bank Depth 5, 5 f 4o 7,15
Width /O 4 a+ " O� -french
Est. excavation volume 23 3 Est. disturbed area-! 6 O -r1-'
Crossing in road shoulder above culvert? Yes N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
Trencher Motor grader X Backhoe
k Track excavator X Hydraulic Jet
r
6. Vegetation at site. W t1anr� "/eae+r�-Hc- _ S Wide oh
boil. banks
D405PIA95
BEAU.CWD-7-CAMA-F0RM.PMT;5 950702

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND.TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
8.
10.
11.
Stabilization measures: r'o —r,P Dn -creek h,7"ks.
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months )nL. knew&,
Source of
/ q i-n4f' n e7y7,4 l5 nCT .Su17'F,f 4, --,dfG
�^r 1'A" n c-h'ON
Length of Rip -Rap (along shore) / 2 -Feet -.- eu c 1, bo ., k
Average distance waterward of rip rap to normal water level 2 f'e e+
Amount of fill to be placed below mean high water 3 , d s
Type of fill material Glass -1 P-p — rn o
Name of planning jurisdiction &l o n e-
Certificate of zoning compliance obtained?
Water line to be within NCDOT right -of --way?
NCDOT Encroachment
obtained
Yes No
X Yes No
__X NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? No
Water line to be on private land?
Easement obtained
Seeking easement at this time
�ti
Authorized gent's� Signature
Copy of easement attached
12 - 4- 9S
Date
D405PJA95
BEAU.0 WD.7.CAMA-FORM.PMT;6
951127

BM "8242"
ELEV.-22.60 HAL W. STILLEY
N 19.7'
R/W — _ 26
21. a 1
26,200 PSI
22.5 22.15 21.94 21.8 21.7.1 21.50
22.9 a 21.52
21.9 21.8+ d ], - N
22.a 421.1 121.0 m ri
R/ W
PROPOSED
6"x4 REDUCER, DI
20 LF fi PVC, SOR 21, 200 PSI
WATER LINE
6" 450 BEND, DI
20 LF 6" DUCTILE IRON PIPE
CLASS 350, PUSH -ON JOINT
6"450 BEND W17H ROMAC
GRIP RINGS LOVYE C. BRANTLEY
PROPOSED
25- 4"PVC SDR21,20OPS1
WATER LINE
20- l
PROPOSED -�
6 x 4� REDUCER,DI
IS 20 LF 6" PVC,SOR 21,
200 PSI WATER LINE
10- 6"450 BEND, 01
CAMA AREA 18
5- DISTRICT VII- RICHLAND TWP
WATER AND SEWER DISTRICT
D- OF BEAUFORT COUNTY
SCALE: I"= 30' HORIZONTAL
I"= 10' VERTICAL
-5- AUGU.ST28,1995
20.83
0 '0II
1
DURHAM CREEK
140.5'
ALTON BONNER COX
AERIAL TELEPHONE CABLE
NEAR R/W BOUNDARY
rt
20'
r.. NCS
10.2 IT-06 17.53 IT. IB
19'
A
ry ry
m O N-
V,
.b
ry = 1
— y-
-1
PROVIDE RIP RAP PROVIDE RIP RAP
-3't WIDE 12't WIDE
WETLAND WETLAND
I
PROPOSED
180'x20
140 LF CREEK CROSSING WITH 6"
WATER LINE
DUCTILE IRON PIPE, CLASS 350
EASEMENT
BALL JOINT.
PROPOSED
20 LF 6 DUCTILE IRON PIPE,
CLASS 350, PUSH -ON JOINT
-6 45 0 SEND, 01 WITH ROMAC
' GRIP RINGS
RAP '
I BANK
SLOPE
WATER LEVEL
5.92'(M 9:25AM
=DULY 5,1995-L
14. 06'
PROVIDE
RIPRAP
ON BANK
SLOPE -
B.72'
4'MIN.
OF BRIDGE DECK
GROUNDABOVE
WATER LINE
♦ 115.9
50' WIDE %
-- IVW..
16.5 15.9
13. I N/W
PROPOSED
4' PVC, SOR 21, 200 PSI
WATER LINE
6 x 4" REDUCER, DI
20 LF 6"DUCTIL E IRON PIPE
CLASS 350, PUSH -ON JOINT
6" 22 V20 BEND, DI WITH
ROMAC GRIP RINGS
R. B. TUNSTALL HEIRS
OF PAVEMENT
i
_�-4"P VC, SOR 21 200 PSI
WATER LINE
6"x 4" REDUCER, DI
6" DUCTILE IRON PIPE,
CLASS 350, PUSH -ON JOINT
6" 22 V20 BEND, DI WITH
ROMAC GRIP RINGS
140 LF CREEK CROSSING WITH fi'DUCTILE IRON
PIPE, CLASS 350, BALL JOINT

NARRATIVE FOR CAMA AREA 1—
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
C PR 1945 across Dur-ba`n Greek beside
-30C44erh side of -4&- hr-;C ne
2. Type of CAMA AEC:
,_Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length `72P+ Depth �4-o /0' See wafer
Gro 55inq jagrw ..,
Width I D 4 o+ + f o-i +rem di J J
Estimated excavation volume .4�2 5 g d 3
4. If estuarine shoreline, coastal wetlands, or vetlan s dimensions of disturbance:
l2 R eas-f bank west- bank
Length 3 Tt wesF bQnk- Depeas4- bank
Width /O P a-(- -/pp of 4re.rh
Est. excavation volume 22 Est. disturbed area 15 e �f Z
Crossing in road shoulder above culvert? Yes XN/A
Crossing in road shoulder beneath culvert? __Yes X N/A
5. Type of construction equipment to be used:
Trencher Motor grader
A Track excavator X Hydraulic Jet
X Backhoe
6. Vegetation at site. II
on east- Bind
we-oa
3 Tee-r
n
d
- m.n
V Pa -e in -7'ov — 12
rreeK 0" Vie,+
P
7 reP, r r-e ek
Side
D405PJA95
BEAU-C W D-7.CAMA-FORM.PMT;5
950702

NARRATIVE FOR CAMA AREA L?_
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
10.
11
Stabilization measures: T < a-e, // r; o— r 10 n n r creek banks,
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months ( l., k n a wv)
Source of
1/y4A 1/e3 e-i-a+,,nrn ay)d iS Nlo+ Su b,ec+ -ic t.Vnye
c, or- -,,dal 4c4-icy)
Length of Rip -Rap (along shore) / Z -Fee f o r) C a c ti h o n k
Average distance waterward of rip rap to normal water level 2 -rem+
Amount of fill to be placed below mean high water ci s
Type of fill material i is s II r!o — rre�
Name of planning jurisdiction /U ovl e-
Certificate of zoning compliance obtained? N/A
Water line to be within NCDOT right -of --way?
NCDOT Encroachment
obtained
Yes No
Yes X No
NCDOT Encroachment
application applied for
Waterline to be within non -DOT public right-of-way? P u L_ / c Wei �ers
Water line to be on private land?
Easement obtained Copy of easement attached
X Seeking easement at this time -Fri - r. G ri a n o w k)rs e-
M/ust ob%rin GAMA PP//er.�PtLFr1cr 4-0
O Ofn ih �nBRSrw�F.�t -lrc.., A)L bepf e7-
;n,5i5ra%rcvi
14 AuJtho�rized Agent's Signature
IZ-4-g5
Date
D405PJA95
BEAU-C W D-7-CAMA-FORM.PMT;6
951127

J U1iq° ea...nm _
REVISIONSan - '^
•" NO DESCRIPTION .'DATE C'
1124 Llt r!H A
Id-; Id TU 'Y
F., ma
DISTANCES SHOWN ARE HORIZONTAL
mo GROUND MEASUREMENTS.
r » u m
IAf 10 Ir N1-1101 F. JEFFERSON . REGISTERED LAND SURVEYOR
140j - HO. LI <03r CERTIFY THAT PORTION
N OF I8 OF A IORVEV
TIIAT IS LOCATED IN SUCH 'PORTION OF ACOUNTY+OR' '{
,A - rD MUNICIPALITY TIIAT IE UNREGULATED AS TO AN OROI,_
• THAT RE LiATEER/PPAARCEU'OF LA94.
Vicinity Map
i
EDWARD, NC NCSR 1948 WI LLAPO P. JEFFEM1SON. RE 6TEPED IdND BUPVEYOP I
IA. L-140S
EX. PK 'I
Ay3)D
2gr
90> s) 1610' Rory
zPK
9 NEW
/
0pi
N420.00 0°E 'L' Gi
20.000' 27 NOTE: 00
POINT 25 NIP CONTROL ze so O��r
POINT 27 NIP CONTROL s0, O/ oo?C
32
S45°37=10'We'Pio%g
G• -� 20.000�
a �' 33 `C1 �
y� v� a � • /•,,dry"
V\- b�rx 2RAo
� S0 34 �O
Gee
I, WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED THE PERFORMANCE
OF THIS SURVEY AND PLAT FROM DATA
RECORDED IN BOOK 867 PAGE 644
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN; THAT THE
PRECISION IS 1/ 10,000+EOM ; THAT
THIS PLAT CONFORMS TO GS 47-30 AS
AMENDED.
WITNESS MY SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 7 TH DAY
OF SEPTEMBER , 1995
WILLARD F. JEFFERSON, RLS NO. L•1405
NORTH CAROLINA, PITT COUNTY. -�
I,A NOTARY PUBLIC OF THE COUNTY AND
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON , A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING
INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL ,
THIS 7TH DAY OF SEPTEMBER , 9 95
GAYLE 0.BR CK , NOTARY PUBLIC
J`ro� 35 so U�
S45•037=14"w
20.000
S45237210
inupn..- 0• 20.000
Q*'r,%STEQEO • ;9
SEAL
L•1405
,•
F.
GPV-,.w.�D,6
IP' N0TARy
EASEMENT SURVEY FOR
DISTRICT VII- RICHLAND TOWNSHIP
WATER AND SEWER DISTRICT
of
BEAUFORT COUNTY
DURHAM CREEK EASEMENT AT NCSR 1949
ROSSING BRANTLEY AND TUNSTALL LANDS
�;,.•" RICHLAND TWP., BEAUFORT COUNTY, N.C.
SEPTEMBER 7, 1995 SCALE ; I II= 501
50' 40' 30' 20r 10' 0' 50 100
McDAVID ASSOCIATES, INC.
Engineers • Planners Land Surveyors
INC. Formville, N.C. m Goldsboro, N.C.
SURVEYED BY F. BYRNS
DRAWN BY G.BROCK
1900323
JOB No. 8054
RRRn

LILLIAN MILLER
R/W PROPOSED
4- PVC. SDR 21.
47.4
BELL M. SHEPPARD
40-
35 -
- PROVIDE
RIP -RAP ON BANK SLOPE
BOTTOM OF om
PROPOSED
4" PVC, SDR 21.
2001 WATER LINE
6" X4REDUCER, DI
120 LF CREEK CROSSING WITH 6" DI
PIPE, CLASS 350. BALL JOINT
TOP OF SAW
- - i WATER LEVEL 471E AT 1240 PM
DUBLIN
CREEK
CREEK
4' MINIMUM
PROPOSED
6" X 4" REDUCER. DI
UNKNOWN OWNER
(Old'Tax Records Show
Heirs Of William Hardy Property)
R/W --
'+--E
61Y RIM
PROPOSED
4" PVC, SDR 21.200 PSI ELLIS E. IRELAND
WATER LINE ,
6" X 4" REDUCER, DI
!9 TEMPORARY BENCHMARK
TOP OF CONCRETE TIRE GUARD
ASSUMED ELEVATION • 50.00'
GROUND DUEACE ABOVE
WK OF ASM"T PAVOENr - WATER LPA:
OF eRDOE DECK
PROVIDE
RIP -RAP ON BANK SLOPE
LPROPOSED
4' PVC, SDR 21,
200 PSI WATER LINE
CAMA AREA 19
DISTRICT VII-RICHLA D TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE. r ■ 30' HORIZONTAL
r ■ 6' VERTICAL
JANUARYIZ1996
49.0
1-94-0350- AOSO

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
FROWN—
• �.
Type of CAMA AEC:
X Public Trust Area Estuarine Shoreline
Estuarine Waters X Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length 80 -f+ Depth 5 to7 (See crossj'�q d.'ayr>
Width l0 -feet a+ too o� -%wench
Estimated excavation volume 104 y 3
4. If estuarine shoreline, 6iiwetlands or wetlands, dimensions of disturbance:
Length 3 2 E Depth 4-f o 7 1
Width /0 -Feet at lyp 4 +I-enr%
Est. excavation volume 40 4 3 Est. disturbed area 3 2 00 +'
Crossing in road shoulder above culvert? Yes x N/A
Crossing in road shoulder beneath culvert? Yes __X__N/A
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
_Track excavator Hydraulic Jet
6. Vegetation at site. Me,,, A V e 4 e to +, c n n d' t-f-
r A o
r1O r-+Ae4 S+ Cnrner c4 %girl uP Oh her w"r C'
t rn �a nC' ✓e4 et'o-+;o/0
D405PJA95
BEAU-CWD-7-CAMA-FORM.PMT;6 951127

NARRATIVE FOR CAMA AREA I_
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7
8.
Stabilization measures: Tos+all no— r-co on crPek bank,.
1 2
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months LJ r k r O wv
Source of information Ex,'s+•Ili
creek hawks are s+&c
7�
sf DPri b ncf Su% FfT -ho Wave aCCn. Brief S
Length of Rip -Rap (along shore) / 9 -{e e i- n n P a c 1, h a n k
Average distance waterward of rip rap to normal water level +
Amount of fill to be placed below mean high water 3 3
Type of fill material G l a s s -1 r; p— 1—a p
9. Name of planning jurisdiction % w n orf A u rc ret
Certificate of zoning compliance obtained? _Yes No
10. Water line to be within NCDOT right-of-way? _Yes No
NCDOT Encroachment X NCDOT Encroachment
obtained application applied for
I1. Water line to be within non -DOT public right -of --way? /Jo
Water line to be on private land?
Easement obtained
Seeking easement at.this time
Authorized Agent's Signature
Frank Bonner, Chairman
Copy of easement attached
/—/0-Qb
Date
E1405PJA95
BEAU-C WD-7-CAMA-FORM.PMr;6
951127

rn ; ,
.PV` -'
James B. Hunt Jr., Governor
• t :s �
North Carolina
Department of Administra io` `
Katie G. Dorsett, Secretary
January 18, 1996
Mr. Phillip Abeyounis
McDavid and Associates, Inc.
P.O. Drawer 49
Farmville, North Carolina 27828
Dear Mr. Abeyounis:
RE: SCH File 496-E-0000-0417; EA/FONSI for the District VII-Richland Township
Water and Sewer District of Beaufort County -. Construction of a Rural Water
System in the Auora Area
The above referenced environmental impact information has been submitted to the State
Clearinghouse under the provisions of the National Environmental Policy Act. According to
G.S. 113A-10, when a state agency is required to prepare an environmental document under the
provisions of federal law, the environmental document meets the provisions of the State
Environmental Policy Act.
Attached to this letter for your consideration are the comments made by state/local agencies in
the course of this review.
If any further environmental review documents are prepared for this project, they should be
forwarded to this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
Ms. Chrys Baggett, Director
State Clearinghouse
CB:jf
Attachments
cc: Region Q
John Parker, Division of Coastal Management
116 West Jones Street • Raleigh, North Carolina 27603.8003 • Telephone [phone]
State Courier 51-01.00
An Equal Opportunity I Affirmative Action Employer

State of North Carolina .
Department of Environment,
Health and Natural Resources E ® •
Legislative Affairs _
James B. Hunt, Jr., Governor rdM A L
Jonathan B. Howes, Secretary ID E 71
Henry Lancaster, Director
731-A�' Ia
TO: Chrys Baggett
State Clearinghouse
FROM: Melba McGee Ii
Project Review Coordinator
The Department of Environment, Health, and Natural Resources has completed its review.
Our regional office within the geographic area of the proposed project has identified permits that
may be required prior to project construction. For more information, the project applicant should
notify the respective regional office marked on the back of the attached permit form.
Thank you for the opportunity to review. .
attachments
P.O. Box 27687. Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal opportunity Affirmative Action Employer 50%recycled/ 1 o% postconsurner paper

11
C
L
State of North Carolina
Department of Environment, Health, and Natural Resources Reviewing Office:
INTERGOVERNMENTAL REVIEW — PROJECT COMMENTS Pro' ct Number: I Due Date:
i _0v��
Alter review of.this project it has been determined that the EHNR permit(s) andlor approvals indicated may need to be obtained in
order for this project to comply with North Carolina Law.
Questions regarding these permits should be addressed to the Regional Office indicated on the reverse of the form.
All applications, information and guidelines relative to these plans and permits are available from the same Normal Process
Regional Office.
PERMITS
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
(statutory lime
limit)
Permit to construct d operate wastewater treatment
Application 90 clays before beginconstruction or award of
30 clays
facilities, sewer system extensions. 6 sewer
construction contracts On -site inspection. Post -application
systems not discharging into state surface waters.
technical conference usual
(90 clays)
NPDES - permit to discharge into surface water andlor
Application 180 clays before begin activity. On -site inspection.
90.120 clays
permit to operate and construct wastewater facilities
Pre -application conference usual. Additionally. obtain permit to
discharging into state surface waters
construct wastewater treatment facility -granted after NPDES Reply
IN:A)
time. 30 days after receipt o1 plans or issue of NPDES
permit -whichever is later.
Water Use Permit
Pre -application technical conference usually necessary
30 clays
(NiA)
Well Construction Permit
Complete application must be received and permit issued
7 days
prior to the installation of a well
(15 days)
Application copy must be served on each adjacent riparian property
55 days
Dredge and Fill Permit
owner. On -site inspection. Pre application conference usual Filling
may require Easement to Fill from N.C. Department of
190 pays)
Administration and Federal Dredge and Fill Permit.
Permit to construct 8 operate Air Pollution Abatement
60 clays
facilities and/or Emission Sources as per 15A NCAC 21H.06
NIA
(90 clays)
Any open burning associated with subject proposal
must be in compliance with 15A NCAC 2D.0520.
Demolition or renovations of structures containing
asbestos material must be in compliance with 15A
60 days
NCAC 2D.0525 which requires notification and removal
NIA '
prior to demolition. Contact Asbestos Control Group
919-733.0820
(90 days)
Complex Source Permit required under 15A NCAC 2D.0800.
The Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity An erosion 6 sedimentalio
control plan will be required if one or more acres to be disturbed, Plan filed with proper Regional Office (Land Duality Sect.) at least 30
20 clays
days before beamrima activity A fee of S30 for the first acre and S20.00 for each additional acre or part must accompany the Plan
(30 cla st
The Sedimentation Pollution Control Act of 1973 must be addressed with respect to the referrenced Local Ordinance:
(30 clays)
On -site inspection usual. Surety bond filed with EHNR. Bond amount
Mining Permit
varies with type mine and number of acres of affected land. Any area
30 days
mined greater than one acre must be permited. The appropriate bond
(60 clays)
must be received before the permit can be issued.
North Carolina Burning permit
On -site inspection by N.C. Division Forest Resources if permit
1 day
•
exceeds A clays
(NIA)
Special Ground Clearance Burning Permit • 22
On -site inspection by N.D. Division Forest Resources required "if more
1 clay
counties in coastal N.C. with organic soils
than live acres of ground clearing activities are involved. Inspections
(N)A)
should be requested at least ten clays before actual burn Is planned.'*
90.120 days
Oil Relining Facilities
NIA
(NIA)
-
If permit required. application 60 clays before begin construction.
Applicant must hire N.C. qualified engineer to: prepare plans.
30 days
Dam Safely Permit
Inspect construction. certify construction is according 10 EHNR approv.
ed plans. May also require permit under mosquito control program. And
(60 days)
a 404 permit from Corps of Engineers. An inspection of site is neces.
sary to verify Hazard Classification. A minimum lee of S2D0.D0 must ac.
company the application. An additional processing lee based on a
percentage or the total project cost will be required upon completion
�•t Continued on reverse

pM
State of North Carolina ��
Department of Environment, Health, and Natur es -,, 19g5
Division of Land Resources Dt� G'
James G. Martin, Governor PROJECT REVIEW COMMENTS By C
Wllllam W. Cobey, Jr., Secretary
,Project Number: 96 -OYt7 County: 6If1 r. JPT
Project Name:
Director
Geodetic S ev
41 This project will impact geodetic survey markers. N.,C. Geodetic
Survey should be'contacted prior .to construction at P.O. Box 27687,
.. ,Raleigh, N.C. 27611 [phone]. Intentional destruction of a
geodetic monument is a violation of N.C. General Statute 102-4.
This project will have no impact on geodetic survey markers.
Other (comments attached)
For more information contact the Geodetic Survey office at [phone].
--ZZ
Reviewer pi&;, Date
Erosion and Sedimentation Control
r'
No comment
V This projeclt will require approval of an erosion and sedimentation
control plan prior to beginning any land =disturbing activity if more
than one (1) acre will be disturbed.
If an environmental document is required to satisfy Environmental
Policy Act (SEPA) requirements, the document must be submitted as part
of the erosion and sedimentation control plan.
V� If any portion of the project is located within a High Quality Water
Zone (HOW), as classified by the Division of Environmental Management,
increased design standards for sediment and erosion control will apply.
The erosion and sedimentation control plan required for this project
should be prepared by the Department of Transportation under the
erosion control program delegation to the Division of Highways from the
North Carolina Sedimentation Control Commission.
Other (comments attached)
Fornnmore information contact the Land Quality Section at [phone].
ll /•(J� /2/Z//9S
Reviewer Date — I
P.O. Box 27687 • Raleigh. N.C. 27611-7687 • Telephone [phone]
An Eoual 0000nunliv Affirmative Action Emolover

11' NN MF:!'L!. Ili:;\l,iri• ..ncc:t/I�:::nl>cr
ANI) \in.. ,:::\l hBi<?URC1:; I 7 6
D1V1S10N 01: L•'I:VIRON1`.iENTAL l-1L••A1:1-i-I t-ounty
Inter -Agency Project Review Response I 13eCUt4f
�g
Type of Project
roject Dame 02a v. tcti4� �xR
�-�The applican: should be advised that plans and specifications for all water system
i— improvements must be approved by the Division of EnvironmentalNCAC 6rior 0300he a ward
of a contract or the iniriauon of construction (as required by ._ q.)•
For information, contact the Public Water Supply Section, (919) 733 _460.
This project Rill be classified as a non -community public water supply and must comply With
Ustate and federal drinking water monitoring requirements. For more information the applicant
should contact the Public Water Supply Section, (919) 733 23=1.
If this project is constructed as proposed, we will recommend closure of feet of adjacent
waters to the harvest of shellfish. For information regarding the. shellfis�an'ration progrz
m, the applicant should contact the Shellfish Sanitztion Branch at -[phone].
The spoil disposal area(s) proposed for this project may produce a mosquito breedir-g'problem.
JFor information concerning appropriate mosquito control measures, the applicant should
contact the Public Hezith Pest Management Sectie•n at (919)-26:897C.
The applicant should be advised that prior to the 'removal. or demolition of ailapidateq
Ustructures, an extensive rodent control program may be necessary in order to prevent -the
migration_ of the rodents to adjacent area. The information. concerning rodent control.
contact the local health department or the Public Health Pest Management. Section at (919
733-6407.
The applicant should be advised to contact the 'local health department regarding their
J requirements for septic tank installations (as required under i5A NCAC 18A .1900 et. seq.)
For information concerning septic tank and other on -site waste disposal methods, concaet.th
On -Site Wastewater Section at-[phone].
The applicant should be advised to contract the local health department regarding the sanitar
U facilities required for this project.
If existing water lines will be relocated durinivision po the construction, pians for the water iir
al Heal-ch,
LJ Seater Supp'
aion�PlanuRest biew Brainch, I330 Sttted to the DMary's Street, Ralemh LNo h r arolina,c(9�19) 733 246
C�.
Reviewer
� wi1s
Section/Branch
Date
.. �...�„ I. tie ....... I c/011

0
North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
December 19, 1995
Larry W. Godwin
State Director
Rural Economic and Community Development
4405 Bland Road, Suite 260
Raleigh, NC 27609
Re: Beaufort County Water District VII
CH 96-E-0000-0417
Dear Mr. Godwin:
Division of Archives and History
Jeffrey 1. Crow, Director
We have received information concerning the above project from the State
Clearinghouse.
We have conducted a review of the project and are aware of no properties of
architectural, historic, or archaeological significance which would be affected by the
project. Therefore, we have no comment on the project as currently proposed.
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation's Regulations
for Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Renee Gledhill -Earley, environmental
review coordinator, at 919/733-4763.
Sincerely,
zl�_ralk
David Brook
Deputy State Historic Preservation Officer
D - Iw
cc: State Clearinghouse
109 East Jones Street • Raleigh, North Carolina 27601-2807 ra�,i)

h
MID -EAST
COMMISSION
NC STATE CLEARINGHOUSE
INTER -GOVERNMENTAL REVIEW
The enclosed information is being sent you because the named project(s) are located in or have
some impact on your locality. This information is either. a Notification of Intent to Apply for federal
program funds or an environmental review of certain federal and state projects prior to implementation.
As Regional Coordinator of this process, Mid -East Commission passes through information to you
for your review and comment. If you have knowledge of inaccuracies in the notification or questions
regarding the need, design, location, etc., please take this opportunity to respond in writing. You may
contact the applicant directly with specific questions. Negative comments are shared with the applicant in
timely manner to resolve the issues prior to application of the funding agency. A copy of the comments is
required in the application package sent to the funder.
While these review items only represent the number of publicly funded projects being considered in
your area (and not the number which are ultimately funded), the review process can keep you abreast of the
perceived needs and potential efforts in your locality.
Feel free to distribute this information to the appropriate agency within your organization, but
return comments by the date shown below.
State Number: 96-E-0000-0417
Local Government: Town of Aurora
Return this form by: DeeenRfier OS
Commenters Name: Grace H. Bonner, Mayor
Address and Phone: P.O. Box 86 Aurora, N. C. 27806 919-322-4611
Date: January 8, 1996
Comments: We acknowledge the proposed construction is consistent with the
Tnwn of Aurnra's zoning nrdinances. Our only concern is that the salt
brine discharged in CAMA AREA 13 will affect the results of the Town's
sampling performed at this time.
Attach additional pages as needed. Return comments to:
Rhoda Moms
Regional Clearinghouse Coordinator
Mid -East Commission
PO Box 1787
Washington, NC 27889
P.O. Drawer 1787 Washington, North Carolina 27889 : [phone] 1 FAX [phone]

It.
?? ✓1'i//a��c//a. LamL' �orvre.
✓IU!/L C7/�/5�
farm f cfartira
svoaded,s'so
Beaufort County Water District VII
P. 0. Box 1027
Washington, N. C. 27889
ATTN: Mr. John Rodman
SUBJECT: Zoning Compliance Status
District VII-Richland Township
Water and Sewer District of Beaufort County
Dear Mr. Rodman:
OcHnmu4&irnenr
6'11ez . iwlyew, Y,-.
il/ni 4
January 3, 1996
We
have
reviewed the
construction proposed by District VII-Richland
Township
Water and Sewer
District of Beaufort County for the following
sites within
the
Town of
Aurora's zoning jurisdiction area:
CAMA
Area
1
- Water
line beside NCSR 1925 across Broomfield
Swamp
Creek
CAMA
Area
6
- Water
line beside NC 306 across Bailey's Creek
CAMA
Area
7
- Water
line beside NC 306 across Whitehurst Creek
CAMA
Area
13
- Water
treatment plant discharge line into
South
Creek north of NC 33 bridges
CAMA
Area
19
- Water
line beside NCSR 1002 across Dublin Creek
We acknowledge the proposed construction is consistent with the
Town of Aurora's zoning ordinances. Our only concern is that the salt
brine discharged in CAMA Area 13 will, affect the results of sampling
performed at this time.
Sincerely,
Grace H. Bonner, Mayor
Town of Aurora
cc: McDavid Associates, Inc. ✓
you r Ao.r A'6..,{iiroro, Xorvii ('�c wGira Y7So6119/ 922 -4611

MEMORANDUM
TO: Jim Mulligan
Deborah Sawyer
FROM: David Gossett7l iv
DATE: 14 February 1996
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
Beaufort County District VII - Richland Township Water and Sewer - Phase 1
Beaufort County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill permit which was
received by me on 30 January 1996. I am considering this application complete, have
acknowledged receipt, and have begun processing.
If you have any questions do not hesitate to contact me.

Permit Class
Permit Number
NEW
STATE OF NORTH-CAROLINA
Department of Environment Health & Natural Resources
and .
Coastal Resources Commission
r
rm
forte °v `
c ,
X
Major Development' an Area df Env_iroiimental Concern
pursuant to NCGS 113. 41 ,. x
-...
X Excavation and/or filling pdksiiant to NCGS 113-229
authorizing development in Beaufort County at Pamlico River south tide, within Richland
Township area , as requested in the permittee's application dated 12/4/96 including attached workp lan
drawings. 35 dated received 1/30/96,
This permit, issued on ��o/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.
Easement Required
1) Prior to initiation of construction at sites 4, 5, 13, 16, 18, as identified on the attached workplans,
the permittee must apply for and receive an Easement(s) from the Department of Administration's
State Property Office as required under N.C.G.S. 146-12(e).
Excavation and Fill
2) In order to protect juvenile shrimp and fin fish populations, no excavation or filling will be
permitted in any open water area between April 1 and September 30 of any year without the prior
approval of -the Division of Coastal Management, in consultation with the Division of Marine
Fisheries.
attached sheets for Additional
This permit action may be appealed by the perminee 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.
0�
oger N. Schecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Beaufort County Dist. VII Water and Sewer Permit #92-96
Page 2 of 3
ADDITIONAL CONDITIONS
3) All excavated materials will be confined above mean high water and landward of regularly or
irregularly flooded marshes behind adequate dikes or other retaining structures to prevent spill-
over of solids into any vegetated wetlands or surrounding waters.
4) Where proposed for shoreline stabilization, the riprap shall not extend more than two feet beyond
the normal water level. In no case shall the riprap create a hazard to navigation or significantly
decrease the width of the waterbody.
5) All riprap material must consist of clean rock or masonry materials such as, but not limited to,
granite or broken concrete.
6) The temporary placement or double handling of excavated or fill material within waters or
vegetated wetlands is not authorized.
NOTE: If it is decided that the subaqueous trenches are to be backfilled, the N.C. Division of
Environmental Management (DEM) must approve the backfill material prior to its
placement. This approval should be coordinated through the DEM.
General
7) The alignment of the proposed diffuser pipe must be staked and approved by a representative of
the Division of Coastal Management prior to its construction.
8) The waterward end of the proposed diffuser must be permanently marked with a floating buoy.
All specifications of the buoy must be approved by the U.S. Coast Guard prior to its installation.
The buoy must be placed immediately after the diffuser pipe is in place and must be maintained
for as long as the diffuser pipe is located at the site.
9) All disturbed wetland areas must be returned to their pre -project contours immediately after pipe
placement.
10) Prior to any construction activities, a pre -construction meeting shall be held between the
permittee, permittee's contractor and a representative of the Division.
NOTE: Any changes in construction methods or locations may require a modification of this
permit. Contact a representative of the Division at [phone] prior to
commencement of any such activity for this determination.
NOTE: The permittee is encouraged to contact the Public Health Pest Management Section at
[phone] to schedule a pre -construction conference to discuss mosquito control
measures.

Beaufort County Dist. VII Water and Sewer
Permit #92-96
Page 3 of 3
NOTE: The permittee is advised that plans and specifications for all water system improvements
must be approved by the Division of Environmental Health prior the award of a contract
or the initiation of construction (as required by 15A NCAC 18C 0.0300 et. Seq .). For
information, contact the Public Water Supply Section at [phone].
NOTE: The N.C. Division of Environmental Management authorized the proposed project under
General Certification 3025 (DEM Project No. 960037) which was issued on 4/26/96.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit
No. 198400049 (COE Action Id. No. 199601519) which was issued on 4/4/96.

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Richland Township
a. Landowner:
District VII-Richland Township
Name Water and Sewer District of
Beaufort County
Address P.O. Box 1027
City Washington State NC
Zip 27889 Day Phone [phone]
Fax
[phone]
b. Authorized Agent:
Name Mr. Frank Bonner
Chairman, Board of Commissioners
Address P.O. Box 1027
City Washington State NC
Zip 27889 Day Phone [phone]
Fax [phone]
District VII - Richland
Township Water and Sewer
c. Project name (if any) District of Beaufort Co.
Phase 1
N07E: Pe'vat w U be issued in i of la dor+mr(), andlor
project ro .
2. LOCATION OF PROPOSED
PROJECT
a. County Beaufort
c. Street address or secondary road number
See narrative
d. Is proposed work within city limits or planning
jurisdiction? Yes No
See narrative
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) See attached narrative
3. DESCRIPTION AND PLANNED USE
a.
1.
OF PROPOSED PROJECT
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Only water lines for public water system
and water treatment plant discharge line
will be located in CAMA AECs. Wells,
elevated tank, and water treatment plant
will be over 3000 Teet trom a potential
CAMA AEC.
Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? 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. Purpose and use is to
provide Dotable drinkine water to much
of Richland Township. Most of construction
will be trenching and burying potable water
line.
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 N/A
d. Soil type(s) and texture(s) of tract
N/A
e. Vegetation on tract See narrative
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan land
classification of the site? ,(conrah the local lond we plan.)
Project crosses several classifications
X Conservation X Transitional
X Developed X Community
X Rural Other
h. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with the applicable
zoning? Yes No N/A
(Mach zoning compliance crnificate. IaPPgcable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes,. by whom?
m. Describe existing wastewater treatment facilities.
N/A
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial) ommercial effluent, 'wash
down" and residential discharges.) N/A except
CAMA Area 13 where backwash from greens an
filters and sodium cycle softeners will be
discharged.
o. Describe existing drinking water supply source.
This will replace existing sources - i.e.,
individual wells
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
belowfollowing items must be submitted:
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
See narrative
1. Are there wetlands on the site? —Yes _ No .
Coastal (marsh) Other See narrative
If yes, has a delineation been conducted? No
(Attach docvmentadon, if available)
• A copy of the deed (with state application only) or
other instrument under which the applicant claims tide
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

corm 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 See attached narrative
Address
Phone
Name
Address
Phone
Name .
Address
Phone ,.
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing_ the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the- N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the `Tt day of f ',, - IR q5.
Print Name FY-a n k Bo u n a r-
Signature aL2=tb
= c ► J �
t,vdoxmer or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
-2— DCM MP-2
Excavation and Fill Information
x DCM MP-3
Upland Development
= DCM MP-4
Structures Information
_ DCM MP-5
Bridges and Culverts
DCM W-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM-MP-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 narrative
• 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.
• A statement of compliance with the- N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 7 day of f t 19 q5.
Print Name Fr -a n k Be n n e. r-
Signature a4, - }�— �`—
rmdo r or Amhoriied Agrw
Please indicate attachments pertaining to your proposed
project.
_.2L DCM MP-2
Excavation and Fill Information
x DCM MP-3
Upland Development
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.
Revised 03195

Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values• to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average Final
Exisdng Project
Lencth Width Depth Depth
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
t
N/A
N/A
N/A
N/A
N/A
N/A
1. EXCAVATION..
a. Amount of material to be excavated from below
MHW or NWL in cubic yards See narrative
b. Type of material to be excavated Mostly
organic muck soil.
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes _ No
See narrative
d. Highground excavation in cubic yards
See narrative
2. DISPOSAL OF EXCAVATED
MATERIAL.
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
Yes X No
If no, attach a letter granting permission from the
owner Contractor to ar ange disposal area.
With exce tion.of water cr ssings done
with track excavator, spoil will be
plpced back where i as xcmted.
d. Will a disposal area be avatai`�e forre
maintenance? _Yes; X No
If yes, where?
Revised 03195

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No N/A
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length See narrative
c. Average distance waterward of MHW or NWL
See narrative
d. Maximum distance waterward of MHW or NWL
See narrative
e. Shoreline erosion during preceding 12 months.
See narrative
(source of infonnadon)
f. Type of bulkhead or riprap material
Granite or -limestone
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap See narrative
(2) Bulkhead backfill N/A
h. Type of fill material See narrative
i. Source of fill material See narrative
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands? N/A
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Excavated material
will be placed back in trench after
water line is installed
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
See narrative
c. Will wetlands be cr3ssed in transporting equipment
to project site? _Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
District VII-Richland Township Water
and Sewer District of Beaufort Count
Appldesa or Project Name
111� Z -
Sipat
Date
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed N/A
b. Number of lots or parcels N/A
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded,. filled or disturbed
including roads, ditches, etc.
See narrative
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
N/A
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. N/A
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted _
i. Describe proposed method of sewage disposal.
N/A
j. Have the facilities described in Item i. above
received state or local approval? N/A
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
In CAMA Area 13. will discharge water
treatment plant effluent of iron and
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
This Project is the proposed water sou ce.
m. Will water be impounded?
If yes, how many acres? _
Yes- -- x_ No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
District VII—Richland Township Water.
and Sewer District of Beaufort County
Applicant or Project pName
Signature
/�- 4-95'
Date
Revised 03/95

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PCS PHOSPHATE CO.. INC
WEYERHAEUSER COMPANY
PROPOSED
10" II 1/4° BEND, DI -
PROPOSED
PROPOSED
10" PVC. SDR 21. 200 PSI
140 LF CREEK CROSSING WITH
10" 11 1/4- BEND, DI
WATER LINE
�-
10" DIP, CLASS 350, BALL JOINT
1
10" PVC, SDR 21. 200 PSI
5' MIN
PROVIDE
PROVIDE
W MIN
WATER LINE
R/W
RIP -RAP
RIP -RAP
INV"0.17 5.6
5.6
5:7
A'L 2A e,9 ^I. ^! al
�' °j
41a- 2b 3;
411 49
5.4 5A
5.
53 6.0 8.6
�
_ c 7
o_
52
6.0
&44
.60
6.70 6.64 "3 6.64 6.7E 6.7
6.71
"
6.62
s.6b
6.52
6m
628 6.19 6.13
BRIDGE
29,
NCSR 1925
-
-
-
bI II t
L1 IB' WIDE
INV. 0.01 Imo' ASPHALT
R/W
JOHN FOSKEY, JR,
60' R/W
30' RCP PROPOSED
10" II I/4° BEND, DI
II
I
0- U
L
LAMA AREA II
-5- DISTRICT VII-RICHLAND TWSP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I"=,30'HORIZONTAL
I"= 6' VERTICAL
AUGUST 28,1995
p1cd 1.30-W
05.6'
FLOW
BROOMFIELD
SWAMP
CREEK
PCS PHOSPHATE CO., INC
BM. "LOG" ELEV. 6.56'
1 TOP OF BRIDGE DECK
WATER LEVEL.
0.7V • Ii!0 AM
JlM 27. 1996
PROVIDE
O '.- RIP -RAP
ON BANK
MIN
�11
EDGE OF PAVEMENT
R/W,
52
52
-
6.I5 6.09
.OPE PROPOSED
10" PVC, SDR 21. 200 PSI
WATER LINE
10" 11 1/4- BEND, DI
PROPOSED
140 LF CREEK CROSSING WITH 10" DUCTILE
IRON PIPE, CLASS 350. BALL JOINT

HEIRS OF
YANCEY TYRE.
R/W
PROPOSED
10" PVC, SDR 21. 200 PSI
rWATER LINE
w —t NCSR 1923
b 4921 4926, 49,39 49.41 49.48
u
• 46A 9 49.0 467
48.9
R/W PROPOSED
10" II I/49 BEND, DI
HEIRS OF
YANCEY TYRE
II.Y6f
PROPOSED
10" PVC, SDR 21,
200 PSI WATER LINE
45
PROPOSED
10" II 1/49 BEND, DI
40 —
CAMA AREA (2
35 — DISTRICT VII - RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I"= 30 HORIZONTA L
1- 6' VERTICAL
30 — AUGUST 28,1995
Rcd I-ao-96
fig
1 49.92
!O
i:
SOUTH CREEK
120, —
•49.30'
2W BRIDGE
-49AG
PROPOSED
LF CREEK CROSSING WITH
10" DI PIPE, CLASS 350.
BALL JOINT
WATER LEVEL 4.4'
44.93' .10l5 AM
AN 27/85
W MIN
TBM
BOLT NE CORNER BRIDGE
ELEV. 50.00 ASSUMED
49.71 49b3 49,35
.49.BS .49.79
20b
a 40.7 9&0
12 q 7�4 47.7 47.9
BURNETT F.
PURNELL
EDGE OF PAVEMENT
Nit
TOP OF BRIDGE DECK
GROUND ABOVE
wa7Ea uNE
HEIRS OF
YANCEY TYRE
20' WIDE
ASPHALT
49.28 4927 49M
.48.5 -48
PROPOSED R/W
10" PVC, SDR 21, 200 PSI
WATER LINE
10" II 1/49 BEND, DI
mr-KAr PROPOSED
ON BANK R 10' PVC, SDR 21. 200 PSI,
SLOPE - III � WATER LINE
10" II 1/4. BEND, DI
PROPOSED
180 LF CREEK CROSSING WITH
10" DI PIPE, CLASS 350.
BALL JOINT

60'
ETLES ALLEN HENRIES
ww-
20' WIDE
ASPHALT
SOUTH CREEK
74'
-- 49.13 49J2
WOODEN BRIDGE
It NCSR1924 — — —•— —
46A3 48.64 46.76 4899 49.03 4914 19' 49.17 49.13
.
49.10 49.1
479 .482 483 H73 26'
,47J
46.4 43.1.43J 38.1 3Q9 342 34.0
} R/W PROPOSED
6" PVC, SDR 21, 200 PSI
WATER LINE PROPOSED
6" GATE VALVE 180 LF CREEK CROSSING WITH 6" DUCTILE
8 BOX IRON PIPE, CLASS 350. BALL JOINT
JAMES B. PARKER, JR.
8 BARBARA PARKER
\� \\ TOP OF BRIDGE DECK
WATER LEVEL.
2 90 AM
JUN
U �t JUN 7.1996 —
45
PROPOSED
6" PVC, SDR 21. 200 PSI
WATER LINE
40 —
CAMA AREA 30
DISTRICT VII=RICHLAND TWP.
WATER AND SEWER DISTRICT tl
3s — OF BEAUFORT COUNTY ul
SCALE; I'=30' HORIZONTAL
I= fi VERTICAL 4'MIN
AUGUST 28,1995
30 — R00 1-30-c('
WEYERHAEUSER COMPANY
_— R/W
TBM PROPOSED
/-TOP BOLT RE CORNER BRIDGE
ELEV" 60.00' V,ssUMED) 6" GATE VALVE 8 BOX —,
49.18 2r 4898
II49J211
43.4 1 6MIN.
II 47.6 T 48.1
C_-----7
24" CMP
4?3
EDGE OF PAVEMENT
n� .��
GROUND ABOVE
n WATER LNE
e PROVIDE
RIP RAP ON
i BANK SLOPES
Ikl
48711
47.4
48AG
AISA2 41�34
,47J9
47.8 4 7.6
PROPOSED
6" PVC, SDR 21. 200 PSI
WATER LINE
R/W
MAX F. THOMPSON. JR.
PROPOSED
6" PVC, SDR 2L 200 PSI
WATER LINE
PROPOSED
180 LF CREEK CROSSING WITH 6"
DUCTILE IRON PIPE, CLASS 350,
BALL JOINT

SM = NO GS'MAY"
ELEV.= 6.56't
DANIEL WOOD
HEIRS
EXISTING
7 DIA. CMP
TOP IN)= 4.52
INV (N)= -2.58
TOP (S)= 4.49
INV. (S) _ -2.58
BOND
CREEK
WESTERN
TRIBUTARY
3
-�rL 'NCSR 1912
u 6.57 6.56 --
6.53 6.41
5.7 6.31 6.24 6.25 6. 29 +5,7
+ 5.3 + 5.7 720't TO NCSR 1913
+5.0 191/ EXISTING
SANDBAG
+ 4.7 HEADWALL
R-_- 4.135 0.8-2.1 i� Z9 ___
59'x Ip 5
WATERLINE _
EASEMENT
PROPOSED
B"PVC, SDR 21, 200 PSI
WATER LINE '
EMALENE BOYD HEIRS
-------------
5 PROPOSED
8"PVC,SOR 21,200 PSI
WATER LINE
0- CAMA AREA®
DISTRICT VII-RICHLAND TWSP.
WATER AND SEWER DISTRICT
5- OF BEAUFORT COUNTY
SCALE: I"=30 HORIZONTAL
I"= 8 VERTICAL
OCTOBER 5 , 1995
Acd 1-30'g6
PROVIDE -
RIP -RAP ON
BANKSLOPES
J. H. TRIPP
HEIRS
r
- Re-
-•-- 6.71 NCG
6.56 6.75 MA1
6. 25 6.38 6.38 G7+
4 6 .7
5.9
+5.8
+3.1 +3.3 --
R/W
1..-145�x 10
�- - J WATER LINE
EASEMENT
i SLOPES
PCS PHOSPHATE CO., INC.
WATER ELEV.= 2.34
SEPT. 19, 1995 @ 10: 35 AM
3.9 5'
4.4' 7'DIAMETER CMP
INV(S)= -2.58
4' MIN.
PROPOSED
8" PVC, SDR 21, 200 PSI
WATER LINE
140 LF CREEK CROSSING WITH 8"DUCTILE
IRON PIPE, CLASS 350, BALL JOINT,
WATER LINE.
BE OF ASPHALT
GROUND ABOVE
WATER LINE
PROPOSED
8"PVC SDR 21, 200 PSI
WATER LINE
PROPOSED
140 LF CREEK CROSSING WITH 8" DUCTILE IRON
PIPE , CLASS 350, BALL JOINT, WATER LINE

SM. NCGS-MAYO-f
© ELEV. 6.66'
60' WIDE DAIL S. BENNETT 1
R/W
TOPIWI.4.31
INVIWI.-275 _
IV WIDE TOPIEII
ACOMAIT INVIEI.-280
NCSR 1912 6.05 6.04 6.0 698 692
6.02 �
6.21 6.14 6.06
PK
+6A6
5.46 5.46 4.86 4.66 • ^
4.46 41,26
R/W
5
TRIBUTARY OF
BOND CREEK
TOPIW1.4.69
INVIWI.-2.19
TOPIEI.491
INVIEI.-2.40
0044' TO NCSR 1913
597 690
WATER LINE v g
1 EASEMENT, _
MAR6H MARSH
AREA AREA
PROPOSED
B" PVC, SDR 21. 200 PSI
WATER LINE {� 100 LF CREEK CROSSING WITH
8-DUCTILE IRON PIPE,
LINA CANADY CLASS 350, BALL JOINT
GROUND ABOVE
WATER LINE
O — PROPOSED
8" PVC, SDR 21, 200 PSI —
WATER LINE
CAMA AREA 5Q
-5 - DISTRICT VII-RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I"=30 HORIZONTAL
I"= fi VERTICAL
AUGUST 28,1995
Rock 1-30— 96
WATER LEVEL.
3.05' • 925 AM
JUN 29,1995
2.
DAIL S. BENNETT
0.66
9A6 sm +_
EDGE OF PAVEMENT
4.06
PROPOSED
IT' PVC, SDR 21. 200 PSI
WATER LINE
LINA CANADY
4.76
PROPOSED
1 8" PVC, SDR 21. 200 PSI
WATER LINE
PROPOSED
4' MIN 100 LF CREEK CROSSING WITH
8" DUCTILE IRON PIPE,
CLASS 350, BALL JOINT
R/W

TI`its'copy a original
sealls` and i natures
Vicinity Map
CU
631. 264 '0 _.
j.- N 27q 07-'07'E
30.001'
R[W NIP 26 1 S63°--12'58"E 314
6127955=17"E I 63.524
10.000' 54.987
315 316
N63903' 2fi W
O
EMALENE BOYD
HEIRS
PARCEL 6337, BLOCK 96 /V.- y�`4b 4� W
TAX MAP 6577
a
OC
POINT 264 NIP CONTROL
POINT 260 NIP CONTROL
EASEMENT LINES ALONG CURVE,
BEARINGS AND DISTANCES ARE C
I, WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED THE PERFORMANC¢
OF THIS SURVEY AND PLAT FROM DATA
RECORDED IN BOOK B09 PAGE 575 1 S
THAT LINES NOT SURVEYED ARE DASHEtl
WITH RECORD DATA SHOWN THAT THE
PRECISION IS J/ 10.000*EDM ; THAT
THIS PLAT 'CONFORMS TO 09 47-30 AS
AMENDED.
WITNESS MY SIGNATURE . REGISTRATION
NUMBER, AND SEAL THIS 25TH DAY
OF SEPTEMBER 19 95
�� �'�-
WILLARD F. JEFFERSON . RLS NO. L•1401
DS a-y\ CAR
"�........0�;,
���. �Y���S7E2f4••?j
s• SEAL
L-1405
.• l4, SUR'�E-kli
r<��0 F.... lr,%Cs
NORTH CAROLINA, PITT COUNTY.
I,A NOTARY PUBLIC OF THE COUNTY ANDjmA
a
STATE AFORESAID , CERTIFY TWAT
WILLARD F. JEFFERSON , A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING
INSTRUMENT.
WITNESS MY.HAND AND OFFICIAL SEAL ,
THIS 25TH DAY OF SEPTEMBER 19 95 .
GAYLE O. OCK, NOTARY PUBLIC
MY COMMISSION EXPIRES ' 11-13-99
REVISIONS
NO DESCRIPTION DATE
RTH
DISTANCES SHOWN ARE HORIZONTAL
GROUND MEASUREMENTS.
1
CONC. MON.
NC GEODETIC SURVEY
"MAY"
STATION
X = 2 680 569. 468
Y= 576 461.320
NAD 27
1912
-131
O 2A1A.
�' `''1 A'(?- W
26 NIP -, y '---
�+---S20°37:IS'W
10.000'
317
N 66°-42-27"W
PCS PHOSPHATE COMPANY
808 - 575
PARCEL 8584, BLOCK 04, TAX
MAP 6587
I, WILLARD F. JEFFERSON . REGISTERED LAND SURVEYOR
NO. L-140S, CERTIFY THAT THIS PEAT 'IS'OF"A"SURVEY
THAT I5 LOCATED IN SUCH PORTION OF A COUNTY OR
MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE
THAT REGULATES PARCE7e�L-
%I"S 0 C14 ., N0. OS
SEAL = = O 1972
''• LLE, 0 0
EASEMENT SURVEY FOR
DISTRICT VII-RICHLAND TOW
O�UiFEt111►�rP
o. eRo�, WATER AND SEWER DISTRICT
NOTaRy of
BEAUFORT COUNTY
P LIC AT BOND CREEK(WESTERN PRONG)
0j'�..a,,.,,.•' C��.F RICHLAND TWR, BEAUFORT COUNTY, N.C.
C011N���r° SEPTEMBER 25, 1995 SCALE :I"= 50'
®I� fail, �efe
50' 40' 30' 2d 10' 0 50' 100,
MCDAVID ASSOCIATES, INC.
Engineers • Planners • Land Surveyors
INC. ForrhW.1le, N.C. • Goldsboro, N.C.
SURVEYED BY F. BYRNS Kul t- 30 -c/v/
1900323
DRAWN BY G. BROCK JOB NO. 8051

BM="BEA-63"
ELEV. = 9.62
BAILEYS W. N. HOOKER, TE
SAMUEL WRIGHT, SR. (CREEK a JOHN C. HOOKER, JR.
Ij ee'
42.5
GUARDRAIL L _ _.- d 11 1 t � GUARDRAIL
100, _— _ p NC 306
_,_
BRIDGE
—
920 9.788 9.79 9. 9 973
9.76 B
9,81
.9.80
992
9.'
GUARDRAIL
.63
19.63
B6
„ —
9.0 iB2
2 s'::i�
45' I
. •
..:
4
91
PROPOSED i6
Iy `•�'�' I•f �•
.49
o.l
•. �'77.
.,
i'.
i
8' PVC, SDR 21, 200 - 6.7
+5q 39 3.7
1.9 -L9 D
2.9 .0 2.6 -19 , ,21 3.
i
PSI WATER LINE
R/W
PROVIDE
P C.S. PHOSPHATE
5' RIP -RAP
COMPANY INC.
Fe— 100
LF (CREEK CROSSING
—sl
r
WITH
8" DIPCLASS 350,
BALL
JOINT
21,200
LINE
CAMA AREA©
DISTRICT VII RICHLAND TWP,
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: ('=40 HORIZONTAL
I"= fi VERTICAL /�
Al r, ICY 901009 ICCQ 1.30-9
8.6'
WATER LEVEL
I.O'fal 14:10
9.B3
6.2 PROPOSED
3 8" PVC, SDR 21,200 PSI
WATER LINE
R/W
HENRY HARRIS, HEIRS
TOP OF BRIDGE DECK
rGROUND ABOVE
1 WATER LINE
OF PAVEMENT
----8" PVC, SDR 21, 200 PSI
/ WATER LINE
PROVIDE RIP —RAP
6• ON BANK SLOPES
PROPOSED
R-100 LF CREEK CROSSING WITH 8
MIN DUCTILE IRON PIPE, CLASS 350,
BALL JOINT

PCS PHOSPHATE VyHITEHURST
COMPANY, INC. CREEK
130'
r� FLOW 42.5'
GUARDRAIL
PCS PHOSPHATE
COMPANY, INC.
9,57 9.50 9411
BRIDGE
loo' -, NC 306 —
R/W 9.84 9.93 974 q 1,9.09.7C9.76 9.7e 9.11
� F GUAM L n D7 h sAB
9D6 9.06
9.3 8.61 - i;'.',•' I N N �7 0 •a`j q .:.
3 • ,21 _,
wW PROPOSED 10' z WIDE i
8" PVC, SDR 21. , WEn-ANos i IV I WIDE
200 PSI WATER LINE r~ wETLnN06
PROPOSED
PCS PHOSPHATE IOF CREEK CROSSING WITH
fl
WITH 8" DUCTILE IRON
COMPANY, INC. PIPE. CLASS 350. BALL JOINT
EM
4�
PROPOSED
8" PVC, SDR 21.
200 PSI WATER LINE
EIIIIIIIIIIIII
CAMA AREA (7
-5 — DISTRICT VII-RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I'=50 HORIZONTAL
I"e 6' VERTICAL
AUGUST 28, 1995 RCp 1-30-96
`STOP OF BRIDGE DECK
8.74'
Ill WAGRDUND ABOVE
TER L KE
WATER LEVEED
0,82' • toS PM
JIRi 26, 1995 _
0
PROVIDE
• RIP -RAP
4.14' Iq ON BANK SLOP
II
�a
4' MIN
GUARDRAIL
GAS 9.78 9.62
e9
4.3 4.4�
PROPOSED
8" PVC. SDR 21.
200 PSI WATER LINE
PCS PHOSPHATE
COMPANY, INC.
EDGE OF ASPHALT
1
O BM=NCGS"BEA-62'
FLEW 9.eT
PROPOSED
B" PVC, SDR 21,
200 PSI WATER LINE
PROPOSED
100 LF CREEK CROSSING WITH 8"
DUCTILE IRON PIPE, CLASS 350.
BALL JOINT

PCS PHOSPHATE PCS PHOSPHATE
COMPANY, INC. HUDDY S COMPANY, INC.
GO. WIDE
GUT
IAV
313' _^
yy 2V BM'13EA-64'
ELEV. 793'
a.w zbs 7.6 B
BRIDGE
NCSR 1004
4.6 4.79 4.77 491 491 496 4.02 497 991 991 999
4,59 4 5 43 13' 0.10
920 4.67
0.09 I8 29• aZl 523
39 •39 2-1' 27 &0 2.B 3.0 4.4 �93 5.33
I�B 1.4 •7 4.7 � 0. 2 � IA 2.4
II 9. 6
MARSH MARS"
PROPOSED PROPOSED �W
8" PVC, SDR 21, 200 PSI PROPOSED 8" GATE VALVE B BOX
WATER LINE 120 LF CREEK CROSSING WITH
8" DI PIPE, CLASS 350 8" PVC, SDR 21. 200 PSI
PCS PHOSPHATE BOLTLESS RESTRAINED JOINT WATER LINE
COMPANY, INC. WATER LINE
PCS PHOSPHATE
COMPANY, INC.
EDGE OF'PAVEMENT
10 — GROUND ABOVE TOP OF BRIDGE DECK
WATER LINE ,
PROPOSED ,,.� 396'
8" PVC. SDR 21. 200 PSI
WATER LINE
_ WATER LEVEL
0 0.61 .1030 AM. 2 4•
JUN 26. 1993 PROPOSED
8" PVC, SDR 21. 200 PSI
WATER LINE
CAMA AREA ® 4•MIN
_5 DISTRICT VII-RICHLAND TWSP.
WATER AND SEWER DISTRICT PROPOSED
CROSSING
WITH
OF BEAUFORT COUNTY B" DI PIPE. CLASS350.
SCALE :I°=30 HORIZONTAL BOLTLESS RESTRAINED JOINT
1%6' VERTICAL WATERLINE
AUGUST 28, 1995
ACD 1-30_9C

SWm
Vicinity Map
W --
N Ki
NCSR 1912
aCONTROL
P0NI
N759 Eas N0
CONC. MON. 10.000
N C GEODETIC SURVEY
STATION MAYO RM2
X= 2 681 919. 669
Y= 576 578.587
NAD 27
1\II11 n. ryAAY
fl ...••• �.
��''•.RMVILLE,
IIII.....•
49.2
S 17' 5
1, WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED THE PERFORMANCE,
OF THIS SURVEY AND PLAT FROM DATA
RECORDED IN BOOK SEE PAGE TITLE
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN THAT THE
PRECISION IS I/ 10.0004EDM ; THAT
THIS PLAT CONFORMS TO OS 47-30 AS
AMENDED.
WITNESS MY SIGNATURE , REGISTRATION
NUMBER, AND SEAL THIS 13TH DAY
OF SEPTEMBER , IS 55 .
WILLARD F. JEFFERSON , RLS NO. L-
NORTH CAROLINA, PITT COUNTY.
I,A NOTARY PUBLIC OF THE COUNTY AND01
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON , A REGISTERED
LAND SURVEYOR PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED
THE. EXECUTION OF THE FOREGOING
INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL ,
THIS 13TH DAY OF SEPTEMBER f9 95_
O.B"CK , NOTARY PUBLIC
MY
.=
REVISIONS
NO DESCRIPTION DATE
I, MILLARD F. JEFFERSON . REGISTERED LAND SURVEYOR
W. L-1405, CERTIFY THAT THIS PLAT IS OF A SURVEY
THAT IS LOCATED IN SUCH PORTION OF A COUNTY OR
MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE
THAT REGULATES PARCELS F Rl.
SULLARD F. JEFFERSON, REGISTERED LAND SURVEYOR
W. L-1405
DISTANCES SHOWN ARE HORIZONTAL
GROUND MEASUREMENTS.
3344'abngC fort NCSR 1913
�.y
III11 4B
13-17rEALN21°44=55rE N;
LINA CANADY
TAX MAP 6587, BLOCK 36
PARCEL 4123
N,CARD /.
� 1STE •' �' ••'
SEAL
s L-1405
'•'!q'y0 VF.'��Q••O
SUR 5 .
111:,..• F. 1EF-00 °
a►P�� E 0. BI
NOTARY
PUBLIC
CONTROL
24.30r'E 49 NIP
1.6 00'
R%W
210
24-30"W 54 S640_17=07"E
10.000r
EASEMENT SURVEY FOR
DISTRICT VII- RICHLAND TOWNSHIP
WATER AND SEWER DISTRICT
of
BE-ADFOR`f COUNTY
AT BOND CREEK AND NCSR 1912
e PART OF THE LINA CANADY TRACT
PARCEL 4123, BLOCK 36. , TAX MAP 6587
RICHLAND TWP., BEA'UFORT COUNTY , N.C.
SEPTEMBER 13, 1995 SCALE : I"= 50'
50' 4d 30' 20' 10' 0 50' 100'
Mc DAVID ASSOCIATES, INC.
Engineers B Planners • Land Surveyors
INC. Formville, N.C. III Goldsboro,, N.C.
(
SURVEYED BY F. BYRNS 1`c d
1-3 0 CI6
1900323
DRAWN BY G. BROCK JOB NO. 9052
R 9G5 nRANGF

39
PCS PHOSPHATE CO., INC. 1HUDDIES ELLENE HALL WILLIAMSON
( CUT so'
R/W R 19
21 PROPOSED PROPOSED
RIP RAP/GRAVEL FILTER TRIP RAP/GRAVEL FILTER
AM-
1 _CHECK D, I 1 CHECK DAM
- I I
a
NCSR 1004 _._
m
a
36 49.33 49. 25 49.09 48.89 48.79 qe .76 48.76 al 48.85 48.89 46.94 4
.4 49.1 +48.9 +48.7 122,
N
99
4R2 49.2 49.1 47.9
{ 47.9 J v - 47.8 { 40.1
+, s a qp v 47.9 +
TB R/W PROPOSED COASTAL' COASTAL
NAIL IN PP 8 PVC SDR 21 200 PSI WETLANDS S, I WETLANDS
, , OFF SHOULDER 11 OFF SHOULDER
50.00 ASSUMED ELEV. WATER LINE OF ROAD OF ROAD
PROPOSED
80 LF CREEK CROSSING WITH
PCS PHOSPHATE CO., INC.
8"DUCTILE IRON PIPE, CLASS 350,
BALL JOINT, WATER LINE
49. 20 49.39 49.54 49.64 4978
I I�
448.3 449.1
49.3 49.4 49.6
PROPOSED R/W
(-8"PVC, SDR 21, 200 PSI
WATER MAIN
ROY THARRINGTON, JR.
Br MARY THARRINGTON
50- ' (
WATER LEVEL
45.67(3 10;2OAM
EDGE OF ASPHALT
kL
JUNE 26 1995
GROUND ABOVE
/
\\
\�
WATER LINE
45 -
PROPOSED
8 PVC SDR 21, POO PSI
37. I
\
PROPOSED
8" PVC, SDR 21, 200 PSI
WATER LINE
/
EXISTING
CM
42"CMP
WATER LINE
INV.(SW) a 41.86
40 -
4' MIN.
PROPOSED
80 LF CREEK CROSSING WITH 8"
CAMA AREA O
DUCTILE IRON PIPE, CLASS 350,
BALL JOINT, WATER LINE
DISTRICT VII- RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: 1%30 HORIZONTAL
I"= 8 VERTICAL
AUGUST 28,1995
Rc D I.3o• 96

EHOUSE
p O N D
N0 OUTLET)
Lt--,�j
)
14' WIDE --
GRAVEL DRIVE
R/W
------ - - - 5, ISLE VUE DRIVE
15' * w BULKHEAD
TREE c
W
ROVIDE P
R/W PROPOSED 5' MIN. CLEARANCE
2" PVC, SDR 21, FROM BULKHEAD
BEGINNING 200 PSI WATERLINE
OF
CAMA AEC C A N A L
BOAT RAMP
CAMA AREA 10
DISTRICT VII - RICHLAND TWSP.
WATER AND SEWER DISTRICT
OFBEAUFORT COUNTY
SCALE: I" = 30'
NOVEMBER 24, 1995
Rr-D 1-30-c16
BOAT
i
ro
SOUTH CREEK
RAMP
R/W
END
OF
CAMA AEC

W
ID E CA ST'.:
TRENCH 18'� 36�
TO
24"
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA
Kca I.50-q6

W
W�
]w
SR/µ. K
IW�
Y.
�a
J
�LLCR4V RIVE
R/w
PROPOSED
2 PVC, SDR 21,
200 PSI WATER L
4" PVC, SDR 21,
200 PSI WATER
BEGINNING OF
CAMA AEC POND
J�,P.ROPOSED
lJ PVC, SDR 21, 200 PSI
14' WIDE
GRAVEL ROAD
EXISTING °
TWO 12" METAL CULVERTS
1' t GROUND COVER
I CAMA CROSSING \
D R CULVERTS
\ \qHORIZONTAL
AINTAIN MIN. \tS4
SEPARATIONROM CANAL
1
\ CANAL
r f
�+ 1
L \
G THIS WATER LINE
� WILL BE ENTIRELY
WITHIN CAMA AEC
L
11 1 vL
Ir 1
I £
I \
SoV 7'N DRIVE I
1
PROPOSED TO SOUTH
2"BLOWOFF CREEK
ASSEMBLY
/
PROPOSED
2" PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
4"PVC, SDR 21,200 PSI
WATER LINE
CAMA AREA II
DISTRICT VII — RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I"=40'
NOVEMBER 24, 1995
hot 1-30 -q6

(D
-6' TO
.SIDECAST.
TRENCH I8"
36"
24"
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA
P.cd /-30 `16

W W
C A N A L
MAIN TO BE CENTERED UNDER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
UNDER DRAIN.
PRO= MAIN
PIPE
i
I► ROAD
GROUND LEVEL
24"MM.
ERT
■
FENCE
PROPOSED
WATER LINE
W
EXISTING STORM
SEWER DRAIN
JOINT
I - so- 46

SOUTH
CREEK
EXISTING
RIP- RAP AND
CONCRETE SPOIL
PROPOSED �I
4" PVC, SDR 21,200 PSI
WATER LINE
1
I
I
HOUSE
PROPOSED
2°BLOW OFF ASSEMBLY
LC,SDR21,200PS1
R/W
25' R LINE
�-W w----h�-
F.- BEGINNING OF
CAMA AEC
ns
CAMA AREA 12
DISTRICT VII- RICHLAND TWP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
S CA L E: I "-30
NOVEMBER 24, 1995
!- 30-w
ET
PROPOSED
EXISTING 4"PVC,SOR21, 200PSI
15"RCP WATER LINE
R/W
GIFFORD ROAD
(GRAVEL) --
R/W

0
•.--6' TO s�
•.SIDECAST:..
TRENCH i8"
36"
24"
WIDE
ID
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA
g,rcP 1-30-46

NELLIE MILLS
FM
TEL
J TELEPHONE CABLES
OVER HEAD
AURORA VOLUNTEER
FIRE DEPARTMENT
AURORA CITY -
LIMIT
DIFFUSER-�
i
6WATER TREATMENT
PLANT FORCE MAIN.
EXISTING
DRIP RAP
T-------` T __---
28' CONCRETE BRIDGE
AURORA CITY
LIMIT
WILLIAM F.
GRISSOM
R/W
NC 33 EAST
CAMA AREA 13
RIPARIAN OWNERS
SCALE: 17-100'
OCTOBER 9, 1995
Rc,d I-36-9(
SOUTH
1,
MARY A.
PEAY

�o
dam, 4so
2R4+80
PROPOSED
fi PVC, SDR 21, 200 PSI
WATER TREATMENT PLANT•
FORCE MAIN
-I EA 6" 450 BEND, PVC
o % a
m ;o 0 o n o
PROPOSED
6" 22V20 BEND, PE
EXISTING RIP -RAP
NORMAL WATER LINE
285+50
?PrEuwcu
6� P , AWWA C906, DR II
WATER TREATMENT PLANT
FORCE MAIN PROPOSED
4OLF DIFFUSER, PE, AWWA C906, DR 11
s ?
c •s sz
x
tN y0
PROPOSED
PILING
SOUTH CREEK
286400 286+50 -
CAMA AREA 13
WATER TREATMENT PLANT
FORCE MAIN
DISTRICT VII - RICHLAND TWP.
WATER AND SEWER DISTRICT
28MO OF BEAUFORT COUNTY
October! 9,
' 1919
il-
-
E ;;
_ l
i
j
R
_
it
?
-
PROPOSE DI
- 11(T.O450 BEND, PVC j — �I j--_7
_TRANSI.TlON_F.ROM PVC TO'PE�i!_.,r
WITH FLANGE/FLANGE CONNECTION
I � �
_
j�
j -�
I
I 10.0
t
I
I_
� •_ s
i
!
I
WATER SURFACE
j
—;
•BEGIN D,FFUSER
NA.T_URAL_GROUND 1�1 S� -TI— ROP_OSED
1 1 1 i �iANCWA.'IDIFFURPE,I
906 D
I
�• I I j
1 1
I O—J-11
I
-
PROPQ-S�ED'�'—I.:. �-- s I i
'PE I
1 CONCRE7E_IANCHOR
' t {
TYPI6AL I !
j I
}I
_ -
6 22 2.. BEND �- I 1
110 +' —
�__(—
I
I
{ y�� I
i0:
PROPOSED( ' i I `� t 1�1
DR-II;_WATERfREATMENT-�--1
! t
1 1 Ili
I.
PLANT FORCE MANS
!
r
-._.�__� —i - ;—
I—
---I SCALE I"- -40L—HORIZONTAL
—
'—
ii—�--��—

i
10,
MAXIM Ull
AXIMUM
CREEK BED
TYPICAL TRENCH SECTION
CAMA AREA I©
QCa I-30-9t;

1 ,-0„
3/8" x 2" S S 8 - 3/4� � ORIFICES
STRAP (TYP) ��� AT 12" OC
•
fi , MIN.
6„ PE SUBAQUEOUS
DIFFUSER PIPE
CREEK
CONCRETE;BALLASTS
(450 LB EACH)
PLAN VIEW
SOUTH
CREEK
32 - 3/4" DIA. HOLES
AT 12" 0 C STAGGERED
AT 22 1/20
T— 22 V20
SECTION VIEW
O
U)
x
Z
w
J
u-
0
OEM
6"
J
PROVIDE
6" THREADED
CAP
TOP OF
DIFFUSER
PIPE
3/8" x 2" SS STRAP WITH
1/2" x I y2„ S S BOLTS
—RUBBER GASKET MATERIAL
CONCRETE COLLAR
18" MIN. O.D.
SUBAQUEOUS DIFFUSER DETAIL
NOT TO SCALE
Rcci I-30 -c16

\� )" AO
0,
(3 e,it (c)
v--YI^tcJewell
Jae (C)Pint
\sc d 9 ue.elln +^ Silverthor
An tC) .,4 Holland' ''rh ' s fic
Mici Pt
O
•,Pilma
— - reekVenus (C)
9l enholetir
Pt
__•_:_ /iT tC) t
\ re
o.- Cp•Ereek r . - \`\ � � ` e �'\ �rl.-'>1 -
Nee e
nI •Filing':\
gIh ; Mary 5 `
n
T
:11Auroouise
ra
Jf
- - d 1-3 0
96
eeping Rachel I
Chi REEO)Okry _ ROAD
UBLIM
— -oiin Grove)/°
'+fir. '��• �`
St Peter,`!
_ Royal Ch , „v
/ x B I `• •9a `` I f 9
To
_ \ Idalla jj11fff
—T— __ •of i• _ 9

REVISIONS
NO DESCRIPTION DATE
Vicinity Map
S 48° 24=00'E
0 1 10.000
DISTANCES SHOWN ARE
HORIZONTAL GROUND
c� MEASUREMENTS. /
z
5� y6,
.o
C:00
\Q ya
NC GEODETIC SURVEY
STATION "ROWE"
N= 571 614.093
E = 2 659 722. 748 100
NAD 83 133 R�W�
132
5O�CONC N 85? 47-42 E - 3606904 .MON. S86°25-10"W
14. 187'
O134 '
i N86'25-1
r — —
J TO Ct FIRST STREET 64.617
9 87° 012324- 19R4. 57A'
L ML69D F FF R ON, REGISTERED LAND SURVEYOR
NO. L-1405 CERTIFY THAT THIS PLAT IS OF A SURVEY
OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF
EXISTING PARCELS, A COURT ORDERED SURVEY OR OTHER
EXCEPTION TO THE DEFINITION OF SUBDIVISION.
WILLARD F. JEFFERSON, REGISTERED LAND SURVEYOR
NO. L-1405
I, WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED THE PERFORMANCE
OF THIS SURVEY AND PLAT FROM DATA
RECORDED IN BOOK N/A PAGE N/A
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN; THAT THE
PRECISION IS I/ 10.0001EDM ; THAT
THIS PLAT CONFORMS TO OS 47-30 AS
AMENDED.
WITNESS MY SIGNATURE , REGISTRATION
NUMBER, AND SEAL THIS 2NO DAY
OF JUNE , 19 93
WILLARD F JEFFERSON , RLS NO. L-1405
NORTH CAROLINA, PITT COUNTY.
I,A NOTARY PUBLIC OF THE COUNTY AND
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON , A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING
INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL ,
THIS 2 NO DAY OF JUNE ,1995
GAYLE 0. BROCK , NOTARY PUBLIC
MY COMMISSION EXPIRES 11. 13-99
R/W
N.C. DEPARTMENT OF ADMINISTRATION
UTILITY EASEMENT SURVEY FOR
DISTRICT V11
RICHLAND TOWNSHIP
'VIVA TER and SEWER DISTRICT
of BEAUFORT COUNTY
SOUTH CREEK UTILITY EASEMENT
RICHLAND TOWNSHIP, BEAUFORT CO. , N.C.
AUGUST 2, 1995 SCALE 1" = 40'
40' 30' 20' 10! 0 20' 40'
Mc DAVID ASSOCIATES, INC.
Engineers • Planners* Land Surveyors
INC. Formviile, N.C. a Goldsboro, N.C.
SURVEYED BY F. BYRNS RC A I'3�-LJG
190 0323
DRAWN BY G. BROCK JOB NO 8055

PROPOSED _ PROPOSED
IEA 3'z2"TEE PVC PAMLICO RIVER
IEA 3"PLUG,�PVC 15 PVC SDR 21,00 PSI WATER LINE
IS MIN. FROM CENTER LINE OF ROAD
IEA 2��BLOW-OFF ASSEMBLY
PROPOSED
3��PVC, SOR 21, 20O PSI
WATER LINE PROPOSED
15' MIN. FROM CENTER LINE
OF ROAD 3" PVC , SDR 21, 200 PSI WATERLINE
9T ROOMS 12' FROM CENTER LINE OF ROAD ar
RE p o T ABLE
12t80 pl L'NIC
R1P-
RAP BULx "CAD WALL
ICNI /
'WELL 5 -Pao
R/W I 4� 08° 4�=n °•b Boo b�/Ag� I III
I CAMA AREA SE BDETAIL 1 ,
W IIOf931
1 I + DRIFTWOOD DRIVE '
CONC. I I O
",A 1184 BOAT COASTAL WETLANDS FROM DITCH 11
o0N0•
T I RAMS EXGN I I AND SOUTHWARD
MAT,
I II�I1 I IlISIGNRA7t77
A L �
EN10t12 BDS
II I II II II I SPEED
I I 3 t20
WEJ. LIMIT EAST CORRAL SIGNOF Ieox IOF C
ESTUARINE
ES
SHORECANALSHORE
12f01 AEC
T ABLE9 I Z O I I I I 1
j3LCCK C i
1
NEVIL CREEK
CAMA 'AREA 14
DISTRICT VII- RICHLANDTWSP
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I"= 100
JULY 21,1995
R-CA t•30-96 ��--
1',

(D
I�----6' TO 9�
IDECAST:.
TRENCH 18'�
36"
ro
24
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA
dZra I-3o-g4

�BM=°BEA-54" LEON D. BONNER,M
LEON D.BONNER, M_
EL EV.= 6.32'
.
II
II
1
PROPOSED
PROPOSED
100 LF CREEK CROSSING WITH 8• I
DUCTILE IRON PIPE, CLASS 350, I
-
'
8PVC, SOR21, 200 PSI,
BALL JOINT,
WATER LINE
PROPOSED
, 21, 200 PSI
WATER LINE
I
3'1WIDE 3'1 WIDE w
WATER LINE
WATER LINE
i
WETLAND WETLAND -0
-- R/W
-R/W --
--
JL�PROVIDE
--
RIP RAP 'm
5.15 5.45
5.48 5.35 5' 5.05 im n
-0.75 -325 -3.95 -0.35 I 5 4.45 4.25 3 95
5. 15 + 5.05
5.65 5.45
�- c
0
+
4.35 + 5.3 5.2 5.5
5.93 5.83 5.79 5.78 5.73 5.71
+5.69
5.71 5. 65
+5.68 5.65+ 4.95 +
5.57 5.57 549 5.45
I8.0'
5.71.
BRIDGE
IBA
5.38 5.55 5.66 5.84
--��NCSR 1932
- - - --
- -
. 68
5.66 5. 6 7+
FLOW
31
TAN SWAMP
R/W --
--�
--
-- R/W
60
DOROTHY L. BONNER
W.E. MILLER ESTATE
60.
& ETHEL B. MILLER
EDGE
OF PAVEMENT
5-///\\////�/// GROUND ABOVE TOP OF BRIDGE DECK
WATER
4.27' i
///o
WATER LEVEL
1.41 3.01 PM jp
L1
JUNE 28 1995
PROVIDE RIP
RAP
\\�
ON BANK SLOPES
PROPOSED
0
PROPOSED
- 8"PVC, SDR21, 200 PSI
21,200 PSI
WATER LINE
s
QI` .3s'
WATER LINE
\\\
CAMA AREA
-s -
PROPOSED
DISTRICT VII-RICHLAND TWP.
4 'MIN.
100 LF CREEK CROSSING WITH 8•
WATER AND SEWER DISTRICT
DUCTILE IRON PIPE, CLASS 350,
OF BEAUFORT COUNTY
BALL JOINT, WATERLINE.
SCALE :I"=30 HORIZONTAL
.10 - I'= 6' VERTICAL
AUGUST 28,1995
l d 1-30•96

PCS PHOSPHATE CO., INC.
„
DOROTHY L. BONNER
O BM a NCGS "BEA - 74"
DURHAM CREEK
c/o LEON D. BONNER. III
ELEV. . 6.32'
4 7'
210,
R/W 1
29.6'
R/W
_ _
PROPOSED
20'
35'
6" PVC, SDR 21. 200 PSI
19'
19' WATER LINE
;7.21
6.92
NCSR 1955
L+Z42_
7.44 7.52 7.52 73B 7.35 7.36 T.36
5, 5' 7.i 37.08
6.90 GAS 6.92 6.97 6.85 6.78
+
GUARDRAIL ti , m
m m
m Q, m o
m m '^ m 1`
O N
01
m N mm
m
GUARDRAIL
V N YS
m 1_'1
V F M
_
m N 1•j
n: YI N
N
gR�O,C.,
S 4 6.6 +
m
4.3 4:8
6439 39 6.1
5.6
o
77
,-ROCKS-...i
kk7,t3 e.l 1
PROPOSED 47' x 15'
PROPOSED
206' x 20'
, 77' x 15'
6" PVC, SDR 21. 200 PSI WATER LINE
300 LF CREEK CROSSING WITH
WATER LINE
WATER LINE
WATER LINE EASEMENT
8" DUCTILE IRON PIPE.CLASS 350.
EASEMENT
EASEMENT
BALL JOINT WATER LINE
W. E. MILLER ESTATE
PCS PHOSPHATE CO., INC.
10 EDGE OF
PAVEMENT
i GROUND ABOVE
TOP OF BRIDGE DECK
WATER LEVEL
PROVIDE
l\\\ kill WATER LINE
1.19 a1:21 PM 6.0'
JUNE
RIP -RAP
\\��
l\
29, 1995
ON BANK
SLOPE
0— ��
\!
\
PROPOSED
^
6" PVC, SDR 21, 200 PSI
WATER
PROPOSED �_
6" PVC, SDR I// ///a
LINE
21. 200 PIS
4' IN.PROPOSED
j1i�!/;=1/li��i�ll 13.9'
✓JI
WATER LINE
/ 11�
\�^
-10—
/�111/J
300 LF CREEK CROSSING WITH
CAMA AREA 16
\� `II
/ice
IRONPIPEASS 350,
BALL JOINTWATER LINE
DISTRICT VII - RICHLAND TWSP.
//J
k
WATER AND SEWER DISTRICT
4'MIN.
OF BEAUFORT COUNTY
SCALE: C = 40' HORIZONTAL
I" = 10' VERTICAL
AUGUST 28, 1995
Ac,d I-30 -96

- REVISIONS
NO DESCRIPTION DATE
DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS
_ I, WILLARD F. JEFFERSON , REGISTERED LAND SURVEYOR
1I0. L-1405, CERTIFY THAT THIS PLAT IS OF A SURVEY
ee !r: �•� THAT IS LOCATED IN SUCH PORTION OF A COUNTY OR
j2m Ixlt MUUICIPALITY TIIAT IS UNREGULATED AS 110 All ORDINANCE
THAT REGULATES
PARCELS OF 1 ID.
N (�
ID ,2 0)
Ol
Vicinity Mop 0 WILLARD F. JEFFERSON. TEmSTERED LAND SURVEYOR
Q NO. L-1405
s
PCS PHOSPHATE
COMPANY, INC.
R/w
1Yiq. 17 CONC
se93ge.Og.. W PK SE.(,
Noe.
15.0 Q2.43.. f
W. E. MILLER
PARCEL 8473, �WEST
BLOCK 52, MAP 6539 EDGE
BEAUFORT COUNTY TAX OFFICE OF CREEK
BOOK 502, PAGE,9.�,,�$50rrg1
cp VIP0�9i,�?
• ? '.. 1Si72 =
p�'IVI ..... �x, °,,`
1, WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED THE PERFORMANCE
OF THIS SURVEY AND PLAT WM DATA -
RECORDED IN BOOK.002S7 PAGE -(feo
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN THAT THE ..
PRECISION IS I/ 10.000.EOM I THAT
THIS PLAT CONFORMS TO OS 47. 30 AS
AMENDED.
WITNESS MY SIGNATURE , REGISTRATION
NUMBER, AND SEAL THIS 31ST DAY
OF nUGULT
WILLARD F. JEFFERSO , RLS NO. L•F405
NORTH CAROLINA. PITT COUNTY.
I,A NOTARY PUBLIC OF THE COUNTY AND
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON, A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED -
THE EXECUTION OF THE FOREGOING
INSTRUMENT,
WITNESS. MY HAND AND ,OFFICIAL SEAL ,
THIS 31ST DAY OF nuGim
aAYL O. ROCN,NOTARY PUBLIC
MY COMMISSION EXPIRES 4n1/9nnn
"ALL (TYP) _
CDoc BRIDGe
5809
17"E
Q 0910�4C, O 9 ^T
20 L
7,k 1V802Ln_ O 0
r �� GISTE�FQ'•; Lq
• o
SEAL o
L-1405
l9�O SuRN�v��'�C
so,
BONNER
SS 0p51; 0
1 W
)/ SO9?52-43"
I EAST 15.000'
EDGE
OF CREEK J
PCS PHOSPHATE J
COMPANY, INC.
PARCEL 9544.
BLOCK 62, MAP 6539.
BEAUFORT COUNTY TAX OFFICE
BOOK 567, PAGE 299
EASEMENT SURVEY
FOR
DISTRICT VII-RICHLAND TOWNSHIP
WATER AND SEWER DISTRICT
OF
BEAUFORT COUNTY
IE DURHAM CREEK EASEMENT AT SR 1955
RICHLAND TWSP., BEAUFORT CO., NC
AUGUST 31, 1995 SCALE: 1"=50'
i50 050, 100,
71
Mc DAVID ASSOCIATES, INC.
Engineers • Planners • Land Surveyors
Formvillee, N.C. • Goldsboro, N.C.
SURVEYED BY FEB P,r d 1.- 3 D -9 6
DRAWN BY tr_i/rn
E .0. QR�CL
NOTA RY
f}t�lii.1C �,F9
caur�f
1fIgt10I. x+
IN C.
JOB
1-90-0323

BM = NCGS "BEA - 13" loos CLEATUS CLAYTON
ELEV. - 16.37' HEIRS
R/ W
PROPOSED
10" PVC, SDR 21. 200 PSI
WATER LINE
20 -
15 -
5 -
AM
n n ui n n n_ IIi
15514E 14.7' n n m
14+ 117' M Mi N
a s a
0 D S PROVIDE —
RIP -RAP
CLEATUS CLAYTON
HEIRS
LALA B. PAUL
PCSPHOSPHATE. /
CO., INC. JAMES D. TYNDALL
8 NANCY HOOKER
DURHAM CR_E_EK _ R/W
PROPOSED .
10" PVC, SDR 21, 200 PSI
135' WATER LINE
33' 24'
7
t
30' 15.52 -
I_.- N. C. 33 —
Bpi WIDE PROVIDE
8,2WIDE WETLAN
WETLAND _ _ RIP -RAP
9 PROPOSED
180 LF CREEK CROSSING WITH
10" DUCTILE IRON PIPE,CLASS 350.
Rai I JOINT WATER 1 INF
BRIDGE DECK
�Illl�lllb.
9.4' GROUND
LINE
PROVIDE \i
WATER LEVEL RIP -RAP I/f
PROPOSED /J 6.08 JI1NE 0 1:45 993M ON BANK
10" PVC, SDR 21, 200 PSI SLOPES �l
WATER LINE /. /i
CAMA AREA 07
DISTRICT VII - RICHLAND TWSP.
WATER AND SEWER DISTRICT
OF BEAUFORT COUNTY
SCALE: I" = 40' HORIZONTAL 4
I"= 6' VERTICAL
AUGUST 28, 1995
Rcc( I-ao-96
14.3
W 0 D D s
WEYERHAEUSER
COMPANY
EDGE OF
PROPOSED
10" PVC, SDR 21. 200 PSI
WATER LINE
PROPOSM*,..
180 LF CREEK CROSSING WITN
10" OUCTILE,IRON PIPE,CLASS 350.
SALL JOINT WATER LINE

BM "8242"
ELEV. = 22,60
HAL W.7STILLEY
DURHAM CREEK
ALTON BONNER
COX 50'WI,pE •-
I
D
�W..
R/W 26
20'WIDE -
ASPHALT
21. 54
+19.8
18.7*
PROPOSED
C, s N zs, zoo PSI
" NCSR 19.do
W_AT_EI _
_
_
AERIAL TELEPHONE
CABLE
22.5 22.15 21.94 21.8 21.7• 21.58
NEAR R/W BOUNDARY
20.85 20.05 19.33 18.63 I 2
17.86 17.53 17. IS 16.5 15.9
22.9 1---t a 21.52
* y 19.98
'+ 18.55�
_
- 1
30
19
15.6 15.3
+
21.9 1 N
22.3 21.8 y21.1 -
N m n n
I n m
m•m N N ^! m-
N
q .W-I o p
'T
+14.2 y 15.9
y21.0
1
15.8
-
-y-�_
3.
R/ W
I
PROPOSED
PROVIDE RIP RAP PROVIDE RIP RAP
PROPOSED
6"x4',REDUCER, DI 1
�! -3'±WIDE 1z's WIDE
4" PVC, SDR 21, 200 PSI
20 LF fi PVC, SDR 21, 200 PSI
WETLAND WETLAND
WATER LINE
-
6rx 4" REDUCER, DI
WATER LINE
6" 450 BEND, DI
I
LF RON PIPE
6350,,
PROPOSED
IBO�x2O�
CLASS PUSH -ON JOINT
20 LF 6"DUCTILE IRON PIPE
Wl
140 LF CREEK CROSSING WITH 6"
WATER LINE
fi 22V20 BEND DI WITH
CLASS 350, PUSH -ON JOINT
DUCTILE IRON PIPE, CLASS 350
EASEMENT
6"450 BEND WITH ROMAC
BALL JOINT.
ROMAC GRIP RINGS
GRIP RINGS LOVYE C. BRANTLEY
R.
B. TUNSTALL HEIRS
PROPOSED
25- 4"PVC SDR21,2OOPSl
WATER LINE
PROPOSED �
15- 6x 4REDUCER,DI
20 LF 6" PVC,SOR 21 ,
200 PSI WATER LINE
10- 6" 45 0 BEND, DI
CAMA AREA 18
5- DISTRICT VII- RICHLAND TWP
WATER AND SEWER DISTRICT
D_ OF BEAUFORT COUNTY
SCALE: I"= 30' HORIZONTAL
I"= 10' VERTICAL
-5- AUGUST 28, 1995
(yca I-.30 -91
PROPOSED
20 LF 6 DUCTILE IRON PIPE,
CLASS 350, PUSH -ON JOINT r0P of 'BRIDGE
..45 -BEND, DI WITH ROMAC
GRIP RINGS GROUNDABOVE
14.06 WATER LINE
PROVIDE
WATER LEVEL RIP RAP
j, 5.92' 0 9:25 AM ON BANK jll�
JULY 5,1995Z SLOPE iII
B.72'
4'MIN.
EDGE OF PAVEMENT
i
`4 -P VC,SDR 21 200 PSI
WATER LINE
6 % 4" REDUCER, Of
6" DUCTILE IRON PIPE,
CLASS 350, PUSH -ON JOINT
6" 22 V20 BEND, DI WITH
ROMAC GRIP RINGS
140 LF CREEK CROSSING WITH 6" DUCTILE IRON
PIPE, CLASS 350, BALL JOINT

REVISIONS
NO DESCRIPTION DATE
Ws
DISTANCES SHOWN ARE HORIZONTAL
,.,. ,,
•' IIfI
GROUND MEASUREMENTS.
„J,
U
a
1.JJ —
]I
n
n
0
Vy
N
,AS
NI u,a
;Ay
—
I, WILLARD F. FA REGISTERED LAND SURVEYOR
10
NO. L-f 905, CERTIFY ;NITHAT THIS PLAT 15 OF A SURVEY
1p J
l31
-
THAT IS LOCATED IN SUCII PORTION OF A COUNTY OR
]� NI
HUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE
THAT RErWLATES PARCELS OF LAM.
Vicinity
Map
i
EDWARD, NC
aNCSR 19413
WILLARD F. JEFFERSON, REGISTERED LAND SURVEYOR
fro. L-Laos
EX. PK
NOTE:
POINT 25 NIP CONTROL
POINT 27 NIP CONTROL
Tppanwrgq�
�,o` PQSFS�OC/qTF�.,,
�`` '41,
RqT. y?
c�-
��I•�SEAL`n� -
,, 1972
iP r% V• �Q
P �
AAY/111111IAIA�
1, WILLARD F. JEFFERSON, CERTIFY
THAT 1 SUPERVISED THE PERFORMANCE
OF THIS SURVEY AND PLAT FROM DATA
RECORDED IN BOOK 867 PAGE 644
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN; THAT THE
PRECISION IS 1/10,000#EDM; THAT
THIS PLAT CONFORMS TO GS 47-30 AS
AMENDED.
WITNESS MY SIGNATURE , REGISTRATION
NUMBER, AND SEAL THIS 7 TH DAY
OF SEPTEMBER , 1995
WILLARD F. JEFFER80N , RLS NO. L-
EASEMENT
DISTRICT VII- RICHLAND TOWNSHIP
`,,�01-E o 4%�.P WATER AND SEWER DISTRICT
NORTH CAROLINA, PITT COUNTY. -1
II A NOTARY PUBLIC OF THE COUNTY AND
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON , A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING
INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL ,
THIS 7TH DAY OF SEPTEMBER , g 95
GAYLE D. BR CK , NOTARY PUBLIC
MY COMMISSION EXPIRES II-13-99
P
NOTApy Nc�� Of
BEAUFORT COUNTY
101J8 I C : DURHAM CREEK EASEMENT AT NCSR 1949
`'' �clr+ CROSSING BRANTLEY AND TUNSTALL LANDS
��lllaTy;r`���. RICHLAND TWP. BEAUFORT COUNTY N.C.
Nnnun+ J 1
SEPTEMBER 7, 1995 SCALE: 111= 501
50 ' 40' 30' 20' 10' 0 50 100
McDAVID ASSOCIATES, INC.
Engineers • Planners • Land Surveyors
INC. Formville, N.C. o Goldsboro, N.C.
Rcd I-3o -46
SURVEYED BY F. BYRNS
190
JOB NO. 8

LILLIAN MILLER
R/W PROPOSED
4" FVC, SDR,24 200 PSI
WATER LINE
6" X 4" REDUCER, DI
4922
49.30
DUBLIN
CREEK
t�
SOA3 SOZ4
3 5' —►
BRIDGE
4927
d .O 47 47.4 ( 47.7 ' 489 �•,.
14. 47.7 .1 47.9 + - 7 8'
47.4 447 44A, MIN4"' '
46A TE .8.4 #48.0 +4BJ + ",44.7+
R/W 43.1
PROPOSED POWER LINES E E —
4_GATE VALVE
PROPOSED
SWAMP "' �[/� RIP -RAP
PROPOSED
/ 120 LF CREEK CROSSING WITH
6 DI PIPE, CLASS 350, BALL JOINT
BELL M. SHEPPARD �ly DUBLIN
CREEK
PROVIDE
RIP -RAP ON BANK. SLOPE
IO-
TOP OF SA1K
WATER LEVE14B9B AT 1240 PM 3 3'
!h _ r.uuleW 9 Mae ... 1
45- 11
2.9'
. •. BOTTOM OF DUCH / / 11
W MINIMUM
40"TV
SED
, SDR 21.
SI WATER LINE
6" X4" REDUCER, DI
120 LF CREEK CROSSING WITH 6" DI PROPOSED
35 - PIPE, CLASS 350. BALL JOINT 6" X 4" REDUCER, DI -
UNKNOWN OWNER
(Old Tax Records Show
Heirs Of WIIIIam Hardy Property)
R/W —
4" GATE VALVE.
,NCSR 1002
13 49.40�+. 49,34 -•49.37 49.44
49.58 49.62 49.f
tt2P EDGE OF COASTAL WETLANDS
1,Iy A
.LL •+7A 47+47.4 48E 48,5 + 49.0 49.0
`mill —
R/W
—E
60, R/Wr
L PROPOSED
4" PVC, SDR 21, 200 PSI ELLIS E. IRELAND
WATER LINE
6" X 4" REDUCER, DI
TEMPORARY BENCHMARK
TOP OF CONCRETE TIRE GUARD
ASSUMED ELEVATION = 50.00'
ASPHALT PAVEMENT
OF BRIDGE DECK
ABOVE
PROVIDE
RIP -RAP ON BANK SLOPE
PROPOSED
4" PVC, SDR 21,
200 PSI WATER LINE
CAMA AREA 19
DISTRICT VII-RICHLAND TWP.
WATER AND SEWER DISTRICT
'OF'BEAUFORT COUNTY
SCALE. I" a 30' HORIZONTAL
1" a 6' VERTICAL
JANUARYIZ1996
RCCA I -30-96
1-94-0350-• 8050

S
NARRATIVE FOR CAMA AREA I
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1.
2.
3
4.
5
a
Location (Road number, street name, subdivision, nearest water body)
SR 1925 across Broomt,`e/d Swam Greek
opi eas+ern ide o-F brill '
Type of CAMA AEC:
X Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
If water crossing, dimensions of crossing: .,
Length 52ir Depth 5/-fo E Sea cro s '
Width J0 -Fa-- -job o-F irevcG�
Estimated excavation volume 88 ./ d 3
If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length AlZ Depth 0A
Est. excavation volume t\1�A Est. disturbed area N�/4
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Trencher Motor grader
X Track excavator Hydraulic Jet
Vegetation at site.
Yes
Yes
X N/A
X N/A
Backhoe
1 D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;5
950702

NARRATIVE FOR CAMA AREA i
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: _T_ns-hall r)c—rap en creek ]Da. ks,
p1,pe-11ne Isy,--+ L+rrder ereek,
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Un k n o w
Source of information Ex,s4-f.+6
yii4l
e. eek
are nal
banks are
subf'ec+
Sfabd zeel
-l-o
GanS+dn% Wave CLC4'on.
Length of Rip -Rap (along shore) 12 -re e -F or ea c 1, bank
Averagedistance waterward of rip rap to normal water level Z-1=ee-l-
Amount of fill to be placed below mean high water yJ8
Type of fill material C l ass 1 r- -ra
9. Name of planning jurisdiction TW h o frA u r o ,t
PJ . oYs%/v
Certificate of zoning compliance obtained? Yes �IF No
10. Water line to be within NCDOT right-of-way? X Yes No
NCDOT Encroachment V NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? l Jo
Water line to be on private land? Alo
Easement obtained Copy of easement attached
Seeking easement at this time
,k "'- J - I
Authorized Agent's Signature
Date
D405PIA95
BEAU-C W D-7-LAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA I cl
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location SI� p2(Road number, street name, subdivision, nearest water body) I
AIG/00Uav C,'LLe /bo. Gcr-o SS ✓]u Uhn
Greek beside- -e.as+ern slide Of bridge;
2. Type of CAMA AEC:
X Public Trust Area Estuarine Shoreline
Estuarine Waters x Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length SD -P+ Depth 51*07' (See Gross�� dlagran>
Width /D -%ei- ai- -/-op of +rehc�
Estimated excavation volume / 04- y d 3
4. If estuarine shoreline, GEetlands or wetlands, dimensions of disturbance:
Length 3 2 -F+- Depth 4 e
Width lD feet at flop o-F + I-enr.h
Est. excavation volume_Est. disturbed area 3.2 Do f F2
Crossing in road shoulder above culvert? Yes x N/A
Crossing in road shoulder beneath culvert? Yes —�L_N/A
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
—.2L—­Tra6k excavator Hydraulic Jet
6. Vegetation at site. M a rs A //V e 4/ e to +ion ; n d; 7 c 1, a+
nor,+A&asi nr-nPr of
un land Ve4 e *'?4;on
D405PIA95
BEAU-CWD-7-CAMA-F0RM.PMT;6 951127

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: Tns-fall n'o—rao on c1reek banka
�cr
ow ass Seecl a�ier- bock-F;ll;na where IAIq 4er
line. is ho+ riilder- rrQfk or mar_4,,
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months l ) n k " e wn
Source of information E Y � s-}-1na -cr e k ranks are S+eeP
S)Mpee4 but »of C�r.b ee-t -ho wave ac%'on. Bri4
es
Length of Rip -Rap (along shore) / 2 Leet a, e n c /7 b e.*, k
Average distance waterward of rip rap to normal water level 2 -Fe et
Amount of fill to be placed below mean high water 3 3
Type of fill material Class 1 rr A — raQ
9. Name of planning jurisdiction % o w ,n o-1 4 a ro net
Certificate of zoning compliance obtained? —Yes No
10.
11
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
_Yes No
X NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? tJ o
Water line to be on private land?
Easement obtained
Seeking easement at this time
J_/a._J-
Authorized Agent's Signature
Frank Bonner, Chairman
Copy of easement attached
Date
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA 17
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
2.
4.
5
Location (Road number, street name, subdivision, nearest water body)
A)C 33 across D,,A,;� Creek beside So4+Aern
Side oT brj_jes,
Type of CAMA AEC:
Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
If water crossing, dimensions of crossing:
Length 8 O -rf Depth 514a 7 ' (See W a +-e r
Gt"a 5sinq �{;agra w,,
Width- —/O 44- a+ OYF 'i-reNch J J
Estimated excavation volume 125 \,d 3
If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
i
Length -r S Feet on each band: Depth 5, 5 4o 7,5
Width /D 4 of +-or, 0� FreHcti
3
Est. excavation volume 23 Est. disturbed area / (o 0 �f
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Trencher Motor grader
k Track excavator __X_Hydraulic Jet
Yes XN/A
Yes X N/A
X Backhoe
6. Vegetation at site. We-f land fi — S wide on
D405PJA95
BEAU-CWD-7-CAMA-F0RM.PMT;5 950702

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
91
.61
10.
11
Stabilization measures: T» s i-a ll rJn — Y-a p on cr e k ha., k s,
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months_( )n k now"
Source of information Ex;s+-La creek hawk ;s s4461)'r_P(1
uy,'4yege+a-A,Ovl an.l i5 nc-f- Sl,h'ecl In f,'d,!s
r•.r IAMva n
Length of Rip -Rap (alongshore) / 2 -FpPt on each /pa h k
Average distance waterward of rip rap to normal water level 2 fee f
Amount of fill to be placed below mean high water ri s
Type of fill material G ) a 5 s 1 rl 2 — r-a
Name of planning jurisdiction A J0 n e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
X Yes No
_c NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? No
Water line to be on private land?
Easement obtained
No
Seeking easement at this time
�o ,L,---1 � —
Authorized Agent's Signature
Copy of easement attached
12L-4-9s
Date
D405PIA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA 13
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
ciP. 154.9 across pucbawm Creek beside
Sou-Aerh side of - e b rTd ae
2. Type of CAMA AEC:
--A—Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
If water crossing, dimensions of crossing:
Length `724+ Depth 10 /O' 65ee wez+Pc
CM55inq jagt-am)
Width IO 44 -h, o o-f +rem c i J V
Estimated excavation
4. If estuarine shoreline, coastal wetlands, or vetlan s dimensions of disturbance:
12 {i easf #7av1/: ' li' west- bank
Length 3 LWest 69 Depth�M' each bank
Width /O P a-- i6ee 6T 1-rehek
Est. excavation volume 2 sdEst. disturbed area 15 0 �f Z
Crossing in road shoulder above culvert? Yes _X_—N/A
Crossing in road shoulder beneath culvert? __Yes ii N/A
5.
S1
Type of construction equipment to be used:
Trencher Motor grader
X Track excavator X Hydraulic Jet
X Backhoe
Vegetation at site. W e4-1 a n d V e cj-e 4� -how, —
On P-aS{- el Ad 3 4e+ - mw e-reer, on voes-1- side
D405PIA95
BEAU-CW1)-7-CAMA-F0RM.PMT;5 950702

NARRATIVE FOR CAMA AREA J
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: T s %a I / o- r-a o n v Creek Dank-,,
S. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months (Ir k r e wn
Source of information Ex is+;i i creek 6a r Ic ; s S-hi bi if zea
IN4A hien and ;S No% Sub,ec-h -io wave
_Ci r lynn oc -1-i'd -i l o c i-ion
Length of Rip -Rap (alongshore) / Z -Fee -h o r, e_a c A b a n k;
Average distance waterward of rip rap to normal water level 2 Fet-+
Amount of fill to be placed below mean high water 3 3
Type of fill material G 1.7 rf'p — ra o
9. Name of planning jurisdiction %1%rf e
Certificate of zoning compliance obtained? NIA Yes No
10. Water line to be within NCDOT right-of-way? Yes __Z_No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? . P w b /Ic '-6h s t Wn fern
Water line to be on private land?
Easement obtained
Copy of easement attached
X Seeking easement at this time -�rcf r; pq r)a � o w n elrs
Ivll/��usf- obit -in C-AMA
p/� p'�afh �n ERSeMfn-F'
Authorized Agent's Signature
4- 4S
Date
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA 1-
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
near hP'aml;co Pier (ncrtAe n s;de of road) aAdl
We+lands o-E hlev%/'s Cceek (sauF/P.n side o-F road),
2. Type of CAMA AEC:
Public Trust Area X Estuarine Shoreline
Estuarine Waters Coastal Wetlands a— A gold-n� I !� sy" %
en roaC( S�ou�L�P
3. If water crossing, dimensions of crossing:
Length Al14 Depth Al /A
Estimated excavation volume Al /A
4. If estuarine shoreline coastal wetlands, or wetlands, dimensions of disturbance:
Length 7 7 3 -V+ Depth S, 5 -F+_
Width l . wi Fl~ '%i+ Sldpeds-f
3
Est. excavation volume 50 Est, disturbed area 6 570 jC 2
Crossing in road shoulder above culvert? Yes X NIA
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
X Trencher X Motor grader
Track excavator Hydraulic Jet
X Backhoe
6. Vegetation at site. Ilo160d aras5e5 cn road sheuL4�1
Marsh at-uss seuFl, o-F difrti,
D405PJA95
BEAU-C W D-7-CAMA-FORM. PMT;5
950702

NARRATIVE FOR CAMA AREA 1+
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: Ira -all wer+rr br,e in road 5�oulder
+o avoid GOa['i-a' Weflan/lS Sou+A n-F c4;�-cli Beside {oat{,
Oren C4
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Uo k n o wY
Source
rr of information T x 6»a 4 a e r-1a t o lz a Foa ra P 1 s a n d
16 u Adi Vi's rc v) su rvq �pla'' imd,'cet4e'3 suL54-.t" i'al 2resiory
y as orcu/-r-ed, Je'i7',es and n- Y4 r, Lye 19PPN
i'-s4-ailed,
Length of Rip -Rap (along shore) N/A
Average distance waterward of rip rap to normal water level IVIA
Amount of fill to be placed below mean high
Type of fill
9. Name of planning jurisdiction
10.
11
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
Yes No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? e- S
Water line to be on private land?
Easement obtained
Seeking easement at this time
az b�
Authorized Agent's Signature
Copy of easement attached
Iz-4-96'
Date
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA 15
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
SR11932- aCrosS 'Lat. Sw," %eslaP wes-1-ern
Side oT 1),idje
2. Type of CAMA AEC:
_Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length 4 & -if Depth 4 5 -t-o 9 See cross/" q
ci�a9ra.n�
Width to f j+ jog o-� /rent"
Estimated excavation volume 7 0,.,1 s
4. If estuarine shoreline, coastal wetlands, or etlands dimensions of disturbance:
IJ�,+1, 64nk 9 f+
Length'3 ea CA bgh k r Depth Se 4, bank
Width ai 1., of i7—fµcti
Est. excavation volume 1/. 5 yd 3 Est. disturbed area G i
D
Crossing in road shoulder above culvert? Yes �_N/A
Crossing in road shoulder beneath culvert? Yes K N/A
5. Type of construction equipment to be used:
Trencher Motor grader X Backhoe
x Track excavator Hydraulic Jet
6. Vegetation at site.
0V1 6oi4 ban
3 F+ wtd&
k-s
ff7ooe of wPtlun�i
0'-„erw;sei 4laod
y ewe la fi`on
VPne�7�7`O i'l
D405PIA95
BEAU-CWD-7-CAMA-FORM.PMT;5 950702

NARRATIVE FOR CAMA AREA J
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
a
a
10.
11
Stabilization measures: h 5%a / / r1 F — r-a o on creek bah k s ,
S,1,, arosS Seed a-_Fer barKi;11;na 1,yAere
Drnai�ne i5 r+of 17H r�er Cheek.
T
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Un k � o wr,
Source of information 1=x i s�-; n a .cre//e k %a;te k S
Wifh Vq e4-e(+),nv, anc( 0SDP,a1%. Rangy.' iS Y10�
StA{�i&e+ -1-0 wave 4clyov).
Length of Rip -Rap (along shore) / 2 41e f nh ea c ti b a" k
Average distance waterward of rip rap to normal water level Z 4cee+
Amount of fill to be placed below mean high water
Type of fill material G I o ss
Name of planning jurisdiction AID n e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes
Yes
No
No
_X_NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? A)o
Water line to be on private land?
Easement obtained
Mo
Seeking easement at this time
a1"
Authorized Agent's Signature
Copy of easement attached
2_ y-9.5
Date
D405PJA95
BEAU-CWD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA I
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1.
2.
3.
4.
5
Location (Road number, street name, subdivision, nearest water body)
c3p Ig55 across Barham Greek beside- so-4-4ern
slde o-f br��ae.
Type of CAMA AEC:
X Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
If water crossing, dimensions of crossing:
Length 1 8 3 T' Depth 5' +o /o I ( Se e waf-er
�{�etgrom)
Width /0 4 a-F lop of %i—eHcd CrosSinq
Estimated excavation volume 3 0 0 yr/ 3
If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length N/A
Est. excavation volume IVIA Est. disturbed area N11q
Crossing in road
shoulder above culvert?
Yes
C N/A -
Crossing in road
shoulder beneath culvert?
Yes
x N/A
Type of construction equipment to be used:
Trencher Motor grader
_Track excavator X Hydraulic Jet
X Backhoe
6. Vegetation at site. 5bore c-overed wl+I, lfinesl'one Y-?—raP,
D405PJA95
BEA1U-CWD-7-CAMA-F0RM.PMT;5 950702

NARRATIVE FOR CAMA AREA /6
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures: P ,`a 4-; n a r I D� re Fr, o v ed
Tnr con5't- r,_, -1-'c+vr -FO rad eS
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months I L k n c wn
Source of information SA o re 1 %v, e ; 5
Length of Rip -Rap (along shore) N/F}
Average distance waterward of rip rap to normal water level N/A
Amount of fill to be placed below mean high water!� d s
Type of fill material G 1 o c 5 1 r/ p— ,—a n
9. Name of planning jurisdiction N o r e
10.
11
Certificate of zoning compliance obtained? N1,J
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
Yes k No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? pu b /i c_ tr-- st w k�-ers
Water line to be on private land? Ye 5
Easement obtained Copy of easement attached
_Seeking easement at this time
Must- obtain 11/. C, lDe f OT �dn%nistr�,�'on
Q-�-j'er Ob-/-uin:nq GflMfl per.nif,
aL2M=L cg�_ 12 - 4- 95
—I Authorized Agent's Signature Date
O whe rS,
eosew,eo-1
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMr;6
951127

NARRATIVE FOR CAMA AREA E5
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
SR 19/2 across -t-rob(A4-4ry of Bond Creek) 3350 feeF
Pas+ of SR)913 on So"+A side. o-F road
2. Type of CAMA AEC:
Public Trust Area Estuarine Shoreline
Estuarine Waters __,X_Coastal Wetlands
3. If water crossing, dimensions of crossing:
i
Length 45 -P Depth 'S.5 io 8,5 See Cr55ihq diaj ran
Width )0"a4top of �renc�
Estimated excavation volume 7 ? d 3
i
4. If estuarine shoreline, oastal wetlands or wetlands, dimensions of disturbance:
Length BrJ Ll Depth 4 l0 s,s" (Sfe cras5;�3 O.'aq ram)
Width l o a f' -i-o 0 0* -1-rem C4
Est. excavation volumeEst. disturbed area 8 50 Ti z
Crossing in road shoulder above culvert? Yes __X_N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
Trencher Motor grader
X Track excavator X Hydraulic Jet
6. Vegetation at site.
ras S
_)L_Backhoe
— Cd;
D405PIA95
BEAU-CWD-7-CAMA-F0RM.P1Vrr;5 950702

NARRATIVE FOR CAMA AREA 5
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: W,'11 backf;il dis+arbed rnarshland
net
11a-fural Yeyegeja%7oh Occur.
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months UM k n o wti
Source of information Au shoreline erosion a4-_ �s
loca-t'oo - would be cased by vee+c -loo
like- alder +ce,es caving -fhe banks,
Length of Rip -Rap (along shore) No r, e
Average distance waterward of rip rap to normal water level N/q
Amount of fill to be placed below mean high water WA
Type of fill material N/A
9. Name of planning jurisdiction No n
10.
11
Certificate of zoning compliance obtained? N14
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
yes X No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? No
Water line to be on private land?
Easement obtained
Yes
_Seeking easement at this time
�y
i . AuthorizelAgent's Signature
Copy of easement attached
/z-4-gs
Date
D405PIA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA G
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
AIC 306
arrns 13a;191S
Creek
6es%Cle eas'f-�r-"
side o-F
b,ldae
2. Type of CAMA AEC:
_Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length Depth 5 '10 7.5' (See crossig Qj`a9rom)
Width /Cd -F4- a+ ivn of J�-re"4
Estimated excavation volume 57 � „/ 3
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length N/s} Depth N/A
Est. excavation volume IV14 Est. disturbed area u✓A
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
Trencher Motor grader
_Track excavator X Hydraulic Jet
Yes
Yes
6. Vegetation at site. i) P 1 aj y e a e +-ek f-%n �1
_N/A
X N/A
Backhoe
D405PJA95
BEAU-CWD-7-CAMA-F0RM.PMr;5 950702

NARRATIVE FOR CAMA AREA G
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures:
Sow crass
Tn s+a l r p.-
Segel of er-
rap ov1
bac(CA;1/!n3
creek banks
wtiere
Mi�plin is
nod under
Creek,
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Ur1 k n o w v,
Source of information E x s +! n u creek %a n ks _pre
s-MbO,,ged wifeyege4-a4-,`on and are no+
Subject 10 GonS%zr"-f- I' aue QC47,Cr1.
Length of Rip -Rap (along shore) /2 Feed o n �a c� bctn k
Average distance waterward of rip rap to normal water level 2 sae+
Amount of fill to be placed below.mean high water 5 y d 3
Type of fill material G k ass ' r p — rn p
Name of planning jurisdiction T w n oT Au q . m
P34 01/so/96
Certificate of zoning compliance obtained? ! Yes --R7-7 No
10. Water line to be within NCDOT right-of-way? —_, —Yes No
NCDOT Encroachment —X—NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? NO
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
1' �—`�°�rt'
Authorized Agent's Signature
/2-1-96'
Date
D405PJA95
B EAU-C W D-7-CAMA-FORM.PMT;6
951127

t
NARRATIVE FOR LAMA AREA 7
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
NcSo(, across Wlti+eh,,s+ Cv-eek he -side easlecvi
Side- o� hr-idje
2. Type of CAMA AEC:
X Public Trust Area Estuarine Shoreline
Estuarine Waters _Coastal Wetlands
If water crossing, dimensions of crossing:
i
Length % O 4 + Depth 5 /0 8.5 (See cross; a dLil �J
Width / o ;+ a+ t0 p o -r-17ren e
Estimated excavation volume q6 v 13
i
4. If estuarine shoreline, coastal wetlands or.wetlands, dimensions of disturbance:
Length 207+ Depth -'"+oB.S' (See CVo55iMo (l4grOM�
Est. excavation volume Q-O ys3 Est. disturbed area 4-00 4
Crossing in road shoulder above culvert? Yes __L_N/A
Crossing in road shoulder beneath culvert? Yes __-*�_N/A
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
X Track excavator _Hydraulic Jet
6. Vegetation at site. -1 t o wide c o o s-6 1 w e+l e "J e 4 p 4-z -%ioA,
on bo4A ha h k s ©%herw,'ce r l�e3 f*-h 7'0/1
J
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;5
950702

NARRATIVE FOR CAMA AREA 7
DISTRICT VHI RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures:
Saw crass seed
I n s+-a // e-
a-r-e�
- ro O orn c rIee k loa
back-17i//�hg w�+ere
n k s .
pipe��ne
is not under
creek,
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months ( )n kN own
Source of
r-e
Lui'44iyfjei-eLh'oy and are YroT sub;ec+ i-o
GOyrS�-n n'f wave- ac4-,'ov),
Length of Rip -Rap (along shore) / 2 -Fe o f o n e a c /7 U C, M k
Averagedistance waterward of rip rap to normal water level 2 Fee%
Amount of fill to.be placed below mean high water�3 va j
Type of fill material G I as S I t- 0 - ,-*
9. Name of planning jurisdiction % o w n o' ' cr r0 v-a.
iih °%so/96
Certificate of zoning compliance obtained? _Yes No
10. Water line to be within NCDOT right-of-way? Yes No
NCDOT Encroachment _X_NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right -of --way? No
Water line to be on private land? No
Easement obtained Copy of easement attached
Seeking easement at this time
Authorized Agent's Signature
lZ - 4- 9.s-
Date
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA / 2
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: Sow grass a 4er i , s %a ll! taj n
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months 0 h k N n w N
Source of information ':�6,ore);rP tiac leer r-e;.,4cee%
Length of Rip -Rap (alongshore) N /A
Average distance waterwazd of rip rap to normal water level A)M
Amount of fill to be placed below mean high water IV /A
Type of fill material A11A
9. Name of planning jurisdiction /Jon e
Certificate of zoning compliance obtained? AJ /A Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? Yes
Water line to be on private land?
Easement obtained
Seeking easement at this time
R
Authorized Agent's Signature
A
Copy of easement attached
12- y- 9S
Date
D405PJA95
BEAU-C W D-7-CAMA-FORM.PMr;6
951127

NARRATIVE FOR CAMA AREA _8
DISTRICT VIE[-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
2.
4.
5.
Location (Road number, street name, subdivision, nearest water body)
SR 1004 across Huddv'5 Gut- beside Sou-h-herg
s;de of kr.- to -
Type of CAMA AEC:
Public Trust Area
X Estuarine Waters
Estuarine Shoreline
X Coastal Wetlands
If water crossing, dimensions of crossing:
Length ;2 + Depth 5'4-o 7.5' Sec cross;nj de -(a;
Width 10 -Pi- erl -1 2p 4� i-ren c G
Estimated excavation volume -ice d 3
If estuarine shoreline, coastal wetlands or wetlands, dimensions of disturbance:
Length ),So P Depth 11-/+a 8 t (See 0r055"n v d "a a ra. )
Width /0 -F� a-/- jun of ` cemr k
Est. excavation volume 2 0 0 3 Est. disturbed area 750 -Ft''
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Trencher Motor grader
Track excavator X Hydraulic Jet
6. Vegetation at site.
Yes X N/A
Yes X N/A
Backhoe
D405PJA95
BEAU-CwD-7-CAMA-F0RM.PMT;5 950702

NARRATIVE FOR CAMA AREA S
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: W+I1 Lacktr/l lung tu;A v,a-{-Ive so; i
revf jP_4-a-h'oo occuv
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Leh k ti ow N
Source of information Banks are- LvN-A +at/
{v1nr5�
grass,
Bank.S
are. "o'I- gui71'E
c-f
-to
tt/nve
acj7'cr,
/7w/ qre
Sub,'ec� 4o
iie�a�
cl�ange5,
Length of Rip -Rap (along shore) N/A
Average distance waterward of rip rap to normal water level WA
Amount of fill to be placed below mean high water _N/A
Type of fill material Nlh
9. Name of planning jurisdiction
10.
11
Certificate of zoning compliance obtained? WA
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
)d Yes No
k NCDOT Encroachment
application applied for
Water line to be within non -DOT public right -of --way? N o
Water line to be on private land?
Easement obtained
No
Seeking easement at this time
AuthorizedAgent's Signature
Copy of easement attached'
Date
D405PIA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA CI
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
I. Location (Road number, street name, subdivision, nearest water body)
SQ Innd a ross HuddieS Cut 521(aLeei east
o; N0306 -Ferr)j) hes;de Snu+- &rm 15;de ©-F road,
2. Type of CAMA AEC:
_Public Trust Area
Estuarine Waters
Estuarine Shoreline
_Coastal Wetlands
3. If water crossin.dimensions of crossing:
Length 2 0 --F+- Depth 5 fo 9 (See_ c- ro 5 s i! a
Width I n l'.t- at -i-c o o -F _ r n
Estimated excavation volume 39 vd 3
4. If estuarine shoreline, coastal wetland , or wetlands, dimensions of disturbance:
Length 11 5 47+ Depths h 8
Width / 6 4 a% fao o Y -17-ekC4
Est. excavation volume / 6 S vd 3 Est. disturbed area I 15 0
Crossing in road shoulder above culvert? Yes _�K_N/A
Crossing in road shoulder beneath culvert? Yes �C N/A
Type of construction equipment to be used:
Trencher Motor grader
Track excavator Hydraulic Jet
6. Vegetation at site.
YLou1Q'2r oT road
X Backhoe
D405PJA95
BEAU-CWD-7-CAMA-F0RM.PMT;5 950702

NARRATIVE FOR CAMA AREA 9
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures: W11/ back4F,I/ d,`54-urbed »gars/� a cl
Q
0
10.
11.
TA
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months [ 1 n known
Source of
tAJni-er are heaVi 1Y V29e+e4ed and hod"'
slab 'ec-{ -fv wave ac-/,bh,
Length of.Rip-Rap (alongshore) A/o me
Average distance waterward of rip rap to normal water level NSA
Amount of fill to be placed below mean high water
Type of fill material N�A
Name of planning jurisdiction )v we
Certificate of zoning compliance obtained? MIA
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
_Yes No
_.X_NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? NO
Water line to be on private land?
Easement obtained
A)o
Seeking easement at this time
0 r
Authorized Agent's Signature
Copy of easement attached
J2 - zl-9a
Date
D405PIA95
BEAU-CWD-7-CAMA-FORM.PMT;6 951127

NARRATIVE FOR CAMA AREA 10
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
i%ue D�;Vey 300 �Peef wesi- 0-F Lake. Vu� lJr;�e
iri _isle' V e (SukdA//'s,on near Cana iy _TOU_/'N Gee_k
2. Type of CAMA AEC:
Public Trust Area x Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length AIZA Depth AIA
Width N/A
Estimated excavation volume A)/A
4. 'If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
•Length 2 Q-ci �+ Depth 4 2
Width 2.,P - wJL 7,rt . 5Je-cas-t
Est. excavation volume 6 2 y j 3 Est. disturbed area 21
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
Trencher _ c�Motor grader
Track excavator Hydraulic Jet
6. Vegetation at site. Qp)4AcI V9e417 7'0n
Yes X N/A 1)0
G ul Ver7
Yes X N/A
K Backhoe
D405PJA95
BEAU-CWD-7-CAMA-F0RM.PNfr;5 950702

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures: So to a ra s s S eed 6W4e.- /lI n d
J
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months i " kti 6 ww
Source of information C-c, I ;t Dow;, ec by Llkk3end
bar1- btJkb8ezd iS ;. poor coHdi-S'arn,
Length of Rip -Rap (along shore) Al/A
Average, distance waterward of rip rap to normal water level N/A
Amount of fill to be placed below mean high water N/A
Type of fill material N/A
9. Name of planning jurisdiction
10.
11
Certificate of zoning compliance obtained?
Water line to be within NCDOT right -of --way?
NCDOT Encroachment
obtained
Yes No
Yes X No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right -of --way? Yes
Water line to be on private land?
Easement obtained
Seeking easement at this time
-�
Authorized gent's Signature
Copy of easement attached
Date
D405PIA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA J/
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, sheet name, subdivision nearest water body)
2emd o f Lake \1we U,;ve,
T
151eyve Drive,, le-Fweek Lek,- Vue [)rlve and hoe
G111-r-1e. ih Ts/e Vue Sub /vTsioh near Oanal fo &-+,i CreP�
2. Type of CAMA AEC:
3.
4.
M
Public Trust Area
Estuarine Waters
_Estuarine Shoreline
Coastal Wetlands
If water crossing, dimensions of crossing:
Length LZd Depth Tvo G CAMA cross/„g
Estimated excavation
If estuarine.shoreline; coastal wetlands, or wetlands, dimensions of disturbance:
Length 656-Ff Depth 421'
Width 7 �P- w 4 7-Fi- o-P a d e ca s t
Est. excavation volume i 70 0 3 Est. disturbed area 59 0 OA-1
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Yes
_Yes
X Trencher X Motor grader
Track excavator Hydraulic Jet
6. Vegetation at site.
X N/A
N/A
L Backhoe
D405PJA95
BEAUC WD-7-CAMA-FORM.PMr;5
95070?

NARRATIVE FOR CAMA AREA I —
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures: Gntv seed 61-Aer ins%lllha
8. Shoreline Stabilization (if creek crossing) NIA
0
10.
11
Estimated shoreline erosion during preceeding 12 months ( )Y) % n e w P7
Source of information Ca n a I b a n ks ha ve mve 11- P5-LAL's/el
Length of Rip -Rap (along shore) 4JIA
Average distance waterward of rip rap to normal water level Al/A
Amount of fill to be placed below mean high water IVIA
Type of fill material N/A
Name of planning jurisdiction Non e
Certificate of zoning compliance obtained? N/A
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
Yes _�No
NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? 2s
Water line to be on private land?
Easement obtained
!Q o
Seeking easement at this time
Au�orized gent's Signature
Copy of easement attached
l2- 4-9S
Date
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA ( e--)
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
Snu+%ern enci o-F C—JEov-d Ros'4 Isle Vue
S"F diV'`Sf'Ov1 i klr-aY' SoH+I Creek
2. Type of CAMA AEC:
Public Trust Area _Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length it Z/ Depth AMA
Width AIM
Estimated excavation volume A)1A
4. If (estuarine coastal wetlands,.or wetlands, dimensions of disturbance:
u
Length , 0 Depth 4-
Width yy;4.4 tf 'S;deea s'1-
Est. excavation volumed 3 Est. disturbed area 4 50 7 '
Crossing in road shoulder above culvert? Yes ) -N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
K Trencher K Motot grader k Backhoe
Track excavator Hydraulic Jet
6. Vegetation at site.
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;5
950702

NARRATIVE FOR CAMA AREA 13
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Location (Road number, street name, subdivision, nearest water body)
A1G 3.3 ca-h S,jj-A Creek, -Prow, neg� nor uses+
C'0 n�
2. Type of CAMA AEC:
_Public Trust Area Estuarine Shoreline
Estuarine Waters Coastal Wetlands
3. If water crossing, dimensions of crossing:
Length //0 4 Depth -k SF- (See or �eJ
D;{f�ser ;fself shall be
Width l 0 -P+ at- -hP cr1- -h-e.' c4 4o-4 )e.+a 4 Rd Le on
3 bot+om of ceeek,
Estimated excavation volume /20 ,,,f
4. If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length &114 Depth N/-t
Width A)IA
Est. excavation volume N1 Est. disturbed area /VlA
Crossing in road shoulder above culvert? Yes �N/A
Crossing in road shoulder beneath culvert? Yes X _N/A
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
_Track excavator _Hydraulic Jet
6. Vegetation at site.
rrd
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;5
950702

NARRATIVE FOR CAMA AREA 13
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization /measfures: Re n l a eP ex i s +-i r, rir� — ra n
in2,cyed tc�r
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months U� k rr cw"
Source of information S h ore E rn e is s La b i L ze d w i 4
Length of Rip -Rap (along shore) NIA
.Average distance waterward of rip rap to normal water level N /A
Amount of fill to be placed below mean high water N/A
Type of fill material N M
9. Name of planning jurisdiction 7'o w n o T A w r-o ret
PDA 0!130%6
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes --,&_No
NCDOT Encroachment See
e L C�NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? T� -j-y-u S+ wR ferS
Water line to be on private land? AJO
Easement obtained Copy of easement attached
Seeking easement at this time
Authorized Agent's Signature
PJ A
o,/golq(o NC por e,;ncmachmen
W1,11 seek- edser ern t
r
�dvninlS'1-rc�-h G» a�-}er
Obfaininq CAMA
iJ2 t- 95
Date
{-
�or
951127

NARRATIVE FOR CAMA AREA 2-
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
2.
4.
5.
Location (Road number, street name, subdivision, nearest water body)
SR 023 across S<),,41 Greek beside- -eas-iern
GMr. o-r- brildde.
Type of CAMA AEC:
X Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
If water crossing, dimensions of crossing:
Length 9 Z 'r-t-
Width / O 44
Depth 5y*o 9 (See_ crossj. j d/ 4Yi ,)
Estimated excavation volume / 7'7 yd 3
If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length NZA Depth Itl �9
Width N/A
Est. excavation volume N/A Est. disturbed area /1//A
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Trencher Motor grader
_X_Track excavator Hydraulic Jet
6. Vegetation at site. L/F 14"d �/f je-+a-i u"
Yes __X_N/A
Yes _ V /A
Backhoe
D405PJA95
BEAU-CWD-7-CAMA-F0RM.PMr;5 950702

NARRATIVE FOR CAMA AREA 2-
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
8.
10.
11.
Stabilization measures: , �' 9+a tl rIn — ra a on creek b a„k a ,
SOW rass Seedfcz-44er back-A'11,-L vv%ere i e1%ne
is /1o+ uncle,'- creek,
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months tin k n o w n.
Source of information Errs f .g creek banks are' sfAbillze�
ltli+l,yegeif -kon a.-d dre not Sub,'ec-f- -to
G6 hS+-a n'f tv ave ac-1JiO yr
Length of Rip -Rap (alongshore) 12 -Fee* en cazA bank
Average distance waterward of rip rap to normal water level 2 Feed
Amount of fill to be placed below mean high water_ -
Type of fill.material G I as s 2 r-1 -ro
Name of planning jurisdiction Alo r e.
Certificate of zoning compliance obtained? N/A
Water line to be within NCDOT right -of --way?
NCDOT Encroachment
obtained
Yes No
Yes No
Y NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? Aio
Water line to be on private land?
Easement obtained
AIo
Seeking easement at this time
Authorized Agent's Signature
Copy of easement attached
1z_ 4.91
Date
D405PIA95
BEAU-C W D-7-LAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA 3
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
2.
4.
5.
Q
Location (Road number, street name, subdivision, nearest water body)
SPA/ 1924 acress 'Sou-1-A Creek beside Soli4-Aern
Side 0- bridge
Type of CAMA AEC:
X Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
If water crossing, dimensions of crossing:
Length---! 5 -E4 Depth 5 +o 11 (See cross;.] d%aaro...
Width /D T+ of :-o�-f-reAc4
Estimated excavation volume / 8 / 3
i
If estuarine shoreline, coastal wetlands, ocwetlands, dimensions of disturbance:
Length N/f4 Depth N 1A
Width A)1A
Est. excavation volume Est. disturbed area N�/4
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Trencher Motor grader
--X-Track excavator X Hydraulic Jet
Vegetation at site.
Yes X N/A
Yes X N/A
X Backhoe
D405PJA95
BEAU-CWD-7-CAMA-FORM.PMT;5 - 950703

NARRATIVE FOR CAMA AREA 3
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
Stabilization measures: 1 o s -ha I I r; p — 'rap 61,1 creek %a n k s .
Sow Brass seed a-&er- 6aek-;ll;ra WI7er-e
pirellne is tjof- under- creek
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Un kn o w N
Source of information Ex.`si-ina Creek ranks are S-1-a6,`1%zed
1N i{ in Vege-fa 4ior, aid a ze no-t sub'ecf %-o
Cams 4- "+ waye ac-1-710n ,_
Length of Rip -Rap (alongshore) 12- -Feet 60 ea c is creek . bank
Average distance waterward of rip rap to normal water level 2 -Fe-e+
Amount of fill to be placed below mean high water 3 v.d s
Type of.fill material Gass I r- - rq
9. Name of planning jurisdiction %Von e
Certificate of zoning compliance obtained? N/A Yes No
10. Water line to be within NCDOT right-of-way? X Yes No
NCDOT Encroachment ? NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? No
Water line to be on private land? nb
Easement obtained Copy of easement attached
Seeking easement at this time
Ir Authorized Agent's Signature
Date
D405PIA95
BEAU-C WD-7-CAMA-FORM.PMT;6
951127

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
1. Location (Road number, street name, subdivision, nearest water body)
SR 1912 across
-1—�; LL(4-zrry
of- Bo"d
Greek
. '72-0
-Feef east o-P SR
1513 on
SoLt+Aern
s;de a-
road
2. Type of CAMA AEC:
3.
19
5.
--.Public Trust Area
Estuarine Waters
Estuarine Shoreline
Coastal Wetlands
If water crossing, dimensions of crossing:
J
Length 30 Li Depth 5'+o )l CSee rrosSing "aJra�
Width 10 -Fl a F ta� o f !re ci
Estimated excavation volume-5 3 yrl 3
If estuarine shoreline, coastal wetlands, or wetlands, dimensions of disturbance:
Length &/i Depth®
Width AYA
Est. excavation volume N/A Est. disturbed area NIA
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Trencher Motor grader
X Track excavator Hydraulic Jet
6. Vegetation at site. %ia la nd y ea a -f- -/ov
Yes X N/A
Yes _�N/A
X Backhoe
D405PJA95
BEAU-C W D-7-CAMA-FORM. PMT; 5
950702

NARRATIVE FOR CAMA AREA 4-
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
7. Stabilization measures: In 5+611
r; - ra o✓1
creek
banks,
Sow eras% ,44..
niorol;n,
is ho-1- under-- Greek.
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Un Ik n a w r,
Source of
W;4 Ve9e4 �;o" a✓d are ho-l- St.biec-f fo
Cons%aV+f wewa cic/rbn.
Length of Rip -Rap (alongshore) /0 ;ee f n n ea C 4 b a "
Average distance water -ward of rip rap to normal water level 2 t6ee�
Amount of fill to be placed below mean. high water 3 yc�3
Type of fill material Glass _i r-- " P - ra b
9. Name of planning jurisdiction Neva
Certificate of zoning compliance obtained? IV14 Yes No
10. Water line to be within NCDOT right -of --way? Yes X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right -of --way?
Water line to be on private land? YzS
Easement obtained Copy of easement attached
2( Seeking easement at this time
�m - Aj=
` Authorized Agent's Signature
/ 4- 9-5�
Date
D405PJA95
BEAU-CW D-7-CAMA-FORM.PMr;6
951127

f-
r 9 �S
State of North Carolina
Department of Environment and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor Wayne McDevitt, Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
June 2, 1998
LETTER OF APPROVAL WITH CONDITIONS
County of Beaufort
ATTN: The Honorable Frank Bonner, Chairman
Beaufort County Board of Commissioners
Post Office Box 1027
Washington, North Carolina 27889
RE: Erosion and Sedimentation Control Plan
1997 Disaster Relief - Water System Improvements
Richland Township -- Beaufort County
Drainage Basin: Tar -Pamlico
Date Received: May 15, 1998
Responsible Party: County of Beaufort
Dear Sir:
RECLcIVED
JUN 0 3 1998
COASTAL MANAGEMENT
This office has completed its review of the erosion and sedimentation control plan for the
referenced 29.0 acre disturbance. We have determined the submitted plan for the installation of
24t miles of pipe, if properly implemented, will meet the minimum requirements of the Act and
hereby issue this LETTER OF APPROVAL WITH the following COND_ ITIONS.
In the event of a conflict between the requirements of the Sedimentation Pollution
Control Act, the NCDOT encroachment agreement and the contract specifications,
the more stringent requirement shall apply.
2. For the duration of the project, no more than 2 acres within the total project area is
to be affected and without a ground cover sufficient to restrain erosion at any
given time.
Progress reports are to be submitted to my attention every two weeks for the
duration of the project. The reports are to indicate the areas of pipe installation,
943 Washinton Square Mall, Washington, North Carolina 27889
An Equal Opportunity Employeer
Telephone [phone] FAX [phone]
50% recycled/10% post<onsumer paper
State of North Carolina
Department of Environment and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor Wayne McDevitt, Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
June 2, 1998
LETTER OF APPROVAL WITH CONDITIONS
County of Beaufort
ATTN: The Honorable Frank Bonner, Chairman
Beaufort County Board of Commissioners
Post Office Box 1027
Washington, North Carolina 27889
RE: Erosion and Sedimentation Control Plan
1997 Disaster Relief - Water System Improvements
Richland Township -- Beaufort County
Drainage Basin: Tar -Pamlico
Date Received: May 15, 1998
Responsible Party: County of Beaufort
Dear Sir:
RECLcIVED
JUN 0 3 1998
COASTAL MANAGEMENT
This office has completed its review of the erosion and sedimentation control plan for the
referenced 29.0 acre disturbance. We have determined the submitted plan for the installation of
24t miles of pipe, if properly implemented, will meet the minimum requirements of the Act and
hereby issue this LETTER OF APPROVAL WITH the following COND_ ITIONS.
In the event of a conflict between the requirements of the Sedimentation Pollution
Control Act, the NCDOT encroachment agreement and the contract specifications,
the more stringent requirement shall apply.
2. For the duration of the project, no more than 2 acres within the total project area is
to be affected and without a ground cover sufficient to restrain erosion at any
given time.
Progress reports are to be submitted to my attention every two weeks for the
duration of the project. The reports are to indicate the areas of pipe installation,
943 Washinton Square Mall, Washington, North Carolina 27889
An Equal Opportunity Employeer
Telephone [phone] FAX [phone]
50% recycled/10% post<onsumer paper

County of Beaufort
ATTN: The Honorable Frank Bonner, Chairman
Beaufort County Board of Commissioners
June 2, 1998
Page 2
location of sediment control measures installed/maintained, areas seeded and
mulched and number of working days in the two week reporting period.
In 1973, the Sedimentation Pollution Control Act (copy available upon request) was
enacted. It established a performance oriented program requiring a project owner or developer to
protect adjoining natural resources and properties, both during and after construction, from the
effects of accelerated erosion. It is YOUR RESPONSIBILITY to understand and comply with
the requirements of the Act.
In addition to any above listed modifications or conditions, the following also apply to the
approved plan:
-- an erosion and sedimentation control plan is only valid for 3 years
following the date of initial approval, if no land -disturbing activity
has been undertaken;
-- a copy of the latest approved soil erosion and control plan must be
on file at the job site;
-- a buffer zone, sufficient to restrain visible sedimentation, must be
provided and maintained between the land -disturbing activity and
any adjacent property or watercourse;
-- new or affected slopes must be at an angle that can be retained by
vegetative cover;
- barren slopes must be nrovided with a ground cover sufficient to
restrain erosion within 30 working da of completion of any phase
(rough or final) of grading (RYE CRASS IN NOT in the approved
seeding specifications nor is it an ACCEPTABLE substitute for the
Providing of a ground cover);
-- unless a temporary, manufactured, lining material has been
specified, a clean straw mulch must be applied, at the minimum rate
of 2 tons/acre, to all seeded areas. The mulch must cover at least
75% of the seeded area after it is either tacked, with an acceptable
tacking material, or crimped in place;

County of Beaufort
ATTN: The Honorable Frank Bonner, Chairman
Beaufort County Board of Commissioners
June 2, 1998
Page 3
-- in order to meet the intent of the Act, the scheduling of the land -
disturbing activities is to be such that both the area of exposure and
the time between the land disturbance and the providing of a ground
is minimized,•
-- a permanent ground cover sufficient to restrain erosion, must he
rovided within the shorter of 30 working or 120 calendar days after
completion of construction or development; and,
-- this approval and the financial responsibiho4tability cited in it does
not automatically transfer with a change in project ownership.
Be advised that to ensure compliance with the approved plan and the program
requirements, unannounced periodic inspections will be made. If the implemented plan is
determined to be inadequate, this office may require that it be revised to comply with state law.
Failure to comply with any part of the approved plan or with any requirements of this program,
could result in the taking of appropriate legal action against the financially responsible party
(County of Beaufort). One option is the assessing of a civil penalty of up to $500 per day for
each day the site is out of compliance.
In recognizing the desirability of early coordination of sedimentation control, we believe it
would be beneficial for you and your contractor to arrange a preconstruction conference to
discuss the requirements of the approved erosion and sedimentation control plan. It would be
appreciated if you would contact this office to advise me (252-946-6481, eat. 371) of the
construction start-up date, contractor and an on -site contact person or, please, complete and
return the attached Project Information sheet to the above named.
The land -disturbing activity described in this plan may require approval or permitting from
other Federal, State or local agencies. These could include the U.S. Army Corps of Engineers
under Article 404 jurisdiction, the Division of Water Quality - Surface Water Section under
stormwater regulations (contact Bill Moore, 252-946-6481, ext. 264), county, city or town
agencies under other local ordinances, or other approvals that may be required. This approval
does not supersede any other approval or permit.
Please be advised that all land -disturbing activities affecting 5 acres or more are required
to have a NPDES permit. Enclosed is the Construction Activities General NPDES Permit -

County of Beaufort
ATTN: The Honorable Frank Bonner, Chairman
Beaufort County Board of Commissioners
June 2, 1998
Page 4
NGO10000 for this project. Contact the Division of Water Quality -Surface Water Section at
[phone] should you have any questions regarding the permit.
Sincerely,
Patrick H. McClain, P.E.
Assistant Regional Engineer
PHM:pm
Enclosures
cc: Albert Van Lewis, PE, McDavid Associates
Ted Sherrod, NCDOT
John Parker, Division of Coastal Management
Terry Moore, Division of Coastal Management

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
June 12,1996
Beaufort County District VII Water & Sewer
P. O. Box 1027
Washington, NC 27889
Dear Sir:
t
X10
IDEHNFR
The enclosed permit constitutes authorization under the Coastal AreaManagementAct, andwhere applicable, the State
Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored fort) 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.
Ifyou objectto thepermit or any ofthe conditions, you may request a hearing purmantto NCGS 113A-121.1 or 113-229.
Yourpetition forahearingmustbe filed in accordancewithNCGS Chapter 150B witlrthe Office ofAdministrative Hearings, P.O.
Drawer 11666, Raleigh,NC 27611, [phone] widhin twenty(20) days ofthis decision onyourpemrit You shouldalso 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. Ifyou 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, orproblem areas, you may contact Departmentpersonnel 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 Parker, Jr.
Major Permits Processing Coordinator
JRP:jr/amw
Enclosure
P.O. Box 27687, Me
"'FAX [phone]
Raleigh, North Carolina 27611-7687 C An Equal FAX
Action Employer
Voice 919-733-2293 10% post -consumer oaoer

. l
Richland
TRANSMr TAIIL/PROCESSING RECORD
A) Applicant: Richland Towns4igiWatert6leIwer County: Beaufort
Phase 1 '
Location of Project: On the south side of the Pamlico River within the Richland
Township area
Date Application Received Complete by Field: 30 January 1996
Field Recommendation: Attached X To be Forwarded
Consistency Determination: Attached To be Forwarded X
Field Representative: D. Gossett i2 � t Office: Washington.
District Manager
B) Date Application Received in RaleigU
FEg
Public Notice Rec'd: �/ %'5
s+a
Adj. Rip. Prop Notices Rec'd: '/1-a A4M
Application Assigned to:
C) 75 Day Deadline: '/- 1 y- ft
Mail Out Date: 2-71-44
�(� �ggNaoNS
Federal Due Date:
D)
Permit Final Action: Issue Deny
_ r,IV
Fee Rec' d: $ 2 5­0
Notice Date:
Deed Rec'd:
on—0-0-9�
150 Day Deadline:
State Due Date: 3- ZZ - 9r
Fed. Comments Rec'd on
Draft on -4- 3/ 9L
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS
YES NO
NOTES
Coastal Management District Office
v2 - /y- 9`
1/
Division of Comm. Assistance
- _ 20 - 9G
Land Quality Section
2 -11-yl
Div. of Env. Management 14-14
State Property Office
Div. of Archives & History
„
Div. of Env. Health
Div. of Highways
_ I
Wildlife Resources Commission y-tti`M
H "30 y`
�%
er6
Div. of Water Resources 7-y-p
Div. of Marine Fisheries

AW
135lpsu Kla:W:16►`i 111
TO: John Parker
FROM: David Gossett
THROUGH: Terry Moore j rl
DATE: 12 February 1996
SUBJECT: Request for CAMA Major Development Permit
Beaufort County District VII
Richland Township Water and Sewer - Phase 1
Beaufort County, North Carolina
I have reviewed the applicant's proposal in regards to the NCAC 7H use standards and
have determined that the proposal at all 19 sites is consistent with these standards; therefore, I
recommend that the permit be issued with the following conditions:
(1) The riprap that is proposed at certain sites will not in any case extend more than
2' beyond the NWL. In no case shall the riprap create a navigation hazard or
significantly decrease the width of the waterbody.
(2) The temporary placement or double handling of excavated or fill materials within
waters or vegetated wetlands is not authorized.
(3) All excavated materials will be confined above mean high water and landward of
regularly or irregularly flooded marsh behind adequate dikes or other retaining
structures to prevent spill -over of solids into any marsh or surrounding waters.
(4) If it is decided that the subaqueous trenches are to be backfilled, the North
Carolina Division of Environmental Management (DEM) must approve the
backfill material prior to its placement. This approval will be coordinated
through the DOM.
(5) All wetland areas that are to be disturbed must be returned to their pre -project
contours immediately after the pipe placement.
(6) The alignment of the proposed discharge pipe (diffuser) must be staked and
approved by a representative of the DCM prior to its construction.
(7) The waterward end of the diffuser must be permanently marked with a floating
buoy. The lettering, color, size, etc. of this buoy must be approved by the U.S.
Coast Guard. This buoy must be placed immediately after the pipe is in place
and it must be maintained as long as the pipe is located at the site.

MEMORANDUM
12 February 1996
Page 2
(8) Any changes in construction methods, or pipe locations, must be approved by the
DCM. These actions may require a modification of this permit, type of which
will be determined by the DCM at the time of request.
(9) Prior to any construction activities a pre -construction meeting must be held
between the applicant, contractor and a representative of the DCM.

T
T
M:
DATE:
SUBJECT:
MEMORANDUM
David Gossett
John Crew
14 February 1996
Beaufort County District VII - Richland Township Water and Sewer - Phase 1,
Beaufort County and Town of Aurora
This proposal by the District is to install water lines for a public water system and water treatment
discharge line. Numerous creek crossings are proposed. Public Trust Areas, Coastal Wetland,
Estuarine Shoreline and Estuarine Water AECs are involved. This proposal comes under the auspices
of the March 1993 CRC certified Beaufort County Land Use Plan update and the September 1991 CRC
certified Town of Aurora plan. Rural with Services and the Conservation land classification are areas
involved in this proposal.
The Beaufort County plan offers the following guidance on proposals of this type:
• County policy on AECs (page VIII-4) states "preserve and protect AECs within Beaufort
County." Implementation of this policy includes %. Support development in AECs only if such
development meets the management objectives in 15 NCAC 7H .0203 and the use standards in
15 NCAC 7H .0208 and .0209."
• The county land classification system (page IX-8, etc.) and the land classification map (appendix)
acknowledges all AECs are by definition included in the Conservation land class and as such
(page IX-9) are regulated by the N.C. Coastal Management Program.
• Additionally, the Rural with Services land class (page IX-8 - IX-9) calls for this class to be
applied where rural water service will be supplied for a distance along 200' on each side of all
state maintained roads (county wide) that are not currently grouped into another land
classification system.
My opinion is if this proposal can be accomplished in accordance with applicable AEC standards it will
not be inconsistent with the March 1993 CRC certified Beaufort County Land Use Plan update.
The water treatment discharge portion of this proposal is within the Town of Aurora planning area.
Public Trust Area AECs are involved. This portion of the proposal comes under the auspices of the
September 1991 CRC certified Town of Aurora Land Use Plan update.
The plan offers the following guidance on proposals of this type:
• Town policy on AECs (page 25-26) notes the town will abide by state permits authorized in all
AECs and also notes that adjacent to all public trust waters where coastal wetlands do not exist
the town will continue to use a 75' conservation buffer. In this buffer area 9nly those uses
permitted within coastal wetlands will be allowed. This buffer zone is intended to be a device
of the local government to show added protection for the resource.

MEMORANDUM
14 February 1996
Page 2
• The town's land classification map, map 5 - page 56, shows the landward portion of the proposal
in the above referenced Conservation land class with similar language as above contained on
pages 57-58.
My opinion is if this proposal can be accomplished in accordance with applicable Public Trust AEC use
standards and applicable use standards for Coastal Wetland AECs (refer to above dialogue on the
conservation land buffer) the proposal would not bt inconsisMA with the CRC certified 1991 Town of
Aurora Land Use Plan update.
cc: John Parker
Preston Pate

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
February 29, 1996
MEMORANDUM
TO: Mr. Joe Henderson, Acting Director
State Property Office
Department of Administration
EDO FE P1
' MAR 1996 w
Received
i state
Property Office v.
FROM: John Parker, Jr. .!. '
Major Permits Processing Coordinator ° RECEIVED
APR 2 1996
SUBJECT: CAMA/DREDGE & FILL Permit Application -ew COAS1At
MANAGEMENT
APPLICANT: o. District VII-Richland Township Wa Sewer '�
< CA
PROJECT LOCATION: S. side of the Pamlico River within Richland Twsp., rt Co.
PROPOSED PROJECT: To place potable water lines within District VII, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by March 22, 1996. If you have any questions regarding the proposed project, please
contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data
are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
Signed Date
51 13114
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

State of North Carolina •��RE�E�
Department of Environment,
Health and Natural Resourc FEB 23 1596
Division of Coastal Management MANAGEMENT
IL
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
14 February 1996
Mr. Bruce L. Freeman, Director
Division of Marine Fisheries
John R. Parker, Jr.
Major Permits Processing Coordinator
CAMA/Dredge and Fill Permit Application Review
Project Location:
Proposed Project:
k '1�
74 J LA�
FE FR
RECEIVED
r a si 211996
DIV, QF. MARINE FISHERIES
Beaufort County District VII - Richland Township Water and Sewer -
Phase 1
On the south side of the Pamlico River within the Richland Township
area, Beaufort County, North Carolina
To place potable water lines within Richland Township area and to install
a wastewater discharge diffuser into South Creek
Please indicate below your position or viewpoint on the proposed project and return this form
by 6 March 1996. If you have any questions regarding the proposed project, please contact
David Gossett at 946-6481, Ext 275. When appropriate, in-depth comments with supporting
data is requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended
changes are incorporated. See attached.
This office objects to the project for reasons described in the
attached comments.
Signed �� Date /% fic
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

I
MEMORANDUM
TO: John Parker
FROM: Katy Westx�(_)
DATE: 19 February 1996
SUBJECT: CAMA Major Permit - District VII - Richland Township Water and Sewer,
Pamlico River, Beaufort County
The following comments by the North Carolina Division of Marine Fisheries (NCDMF)
on the subject project are offered pursuant to G.S. 1 1 3-131. The placement of potable water
lines within Richland Township will transverse 19 sites that are designated AECs. Open water
areas will be excavated for the placement of pipes. Several of the sites are upstream of
designated nursery areas (Bond Creek). To minimize turbidity impacts during the recruitment
season a construction moratorium during April -September should be stipulated forthese sites.

Comments
Beaufort County District VII - Richland Township Water and Sewer Phase I Beaufort
County
The applicant should be advised that plans and specifications for 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 15A NCAC
18C 0.0300 et. seq.). For information, contact the Public Water Supply Section,
[phone].
Page 1

` State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary 960178
Roger N. Schecter, Director
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
14 February 1996
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker, Jr.
Major Permits Processing Coordinator
A74LJ
L�
IDFEE HNFR
CAMA/Dredge and Fill Permit Application Review
Project Location:
Proposed Project:
RECEIVED
WASHINGTON OFFICE
FEB 1 S 1996
D.LK
Beaufort County District VII - Richland Township Water and Sewer -
Phase 1
On the south side of the Pamlico River within the Richland Township
area, Beaufort County, North Carolina
To place potable water lines within Richland Township area and to install
a wastewater discharge diffuser into South Creek
Please indicate below your position or viewpoint on the proposed project and return this form
by 6 March 1996. If you have any questions regarding the proposed project, please co
David Gossett at 946-6481, Ext 275. When appropriate, in-depth comments with s #
data is requested
REPLY This office has no objection to the project as
This office has no comment on the proposed project.
This office approves of the project only if the recommended
changes are incorporated. See attached.
This office objects to the project for reasons described in the
attached comments. I
Signed Date
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunfty Affirmative Action Employer 50%recycled/10%post-consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. Frank Bonner
District VII-Richland Township
Water and Sewer District
Beaufort Township
P.O. Box 1027
Washington, NC 27889
Dear Mr. Bonner.
AT •
A
IDEHNF1
April 26, 1996
Beaufort County
DEM Project # 960037
You have our approval to dredge 4,390 square feet of wetlands or waters for the purpose of
constructing at southside of Pamlico River District VII-Richland Township, as you described in your
application dated 14 February 1996. After reviewing your application, wt have decided that this fill is
covered by General Water Quality Certification Number 3025.
This approval is only valid for the purpose and design that, you described in your application. If
you change your project, you must notify us and you may be required to said us a new application.
For this approval to be valid, you must follow the conditions listed in the attached certification. In
addition, you should get any other federal, state or local permits before you go ahead with your
project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must Kt within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Environmental Management under Section
401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-
1786.
r. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Domey
Central Files
John Parker; DCM
Philip Abeyounic; McDavid Associates
gE�vEO s
960037.1tr
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 509b recycled/l0% 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
lu 1313) fl) "AWII ILIA) I
TO:
FROM:
SUBJECT:
Applicant:
14 February 1996
Mr. Charles Gardner, Director
Division of Land Resources
John R. Parker, Jr.
Major Permits Processing Coordinator
/, •:'
r
C) FEE HNR
CAMA/Dredge and Fill Permit Application Review
Project Location:
Proposed Project:
>>-4--""
RECEIVED
FEB 19 1996
COASTAL
MANAGEMENT
Beaufort County District V14- Richland Township Water and Sewer -
Phase I
On the south side of the Pamlico River within the Richland Township
area, Beaufort County, North Carolina
To place potable water lines within Richland Township area and to install
a wastewater discharge diffuser into South Creek
Please indicate below your position or viewpoint on the proposed project and return this form
by 6 March 1996. If you have any questions regarding the proposed project, please contact
David Gossett at 946-6481, Ezt 275. When appropriate, in-depth comments with supporting
data is requested.
REPLY This office has no objection to the project as proposed.
_ This office has no comment on the proposed project.
This office approves of the project only if the recommended
changes are incorporated. See attached.
This office objects to the project for reasons described in the
comments.
Signed f, r Date 2 %C
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

MEMORANDUM
TO:
FROM:
SUBJECT:
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
John R. Parker, Jr./Stephen Benton
Major Permits Processing Section
Division of Coastal Management
Patrick H. McClain
Assistant Land Quality Regional Engineer
Washington Regional Office
This office will require that:
1. The area be properly graded.
2. A permanent ground cover,sufficient to restrain erosion
be provided on all exposed areas within the shorter of
30 working or 120 calendar days after project comple-
tion.
3. The exterior slopes of the disposal area dikes be at an
angle no steeper than 1 1/2 H: 1 V.
4. Appropriate erosion and sedimentation control devices,
measures, or structures be used to prevent sediment
from entering the adjacent wetlands/watercourses/
property (e.g., silt fence, diversion swales/berms,
sand fence, etc.).
5. A ground cover sufficient to restrain erosion be
provided within 30 working days of completion of any
phase of grading on cut or filled slopes.
6. An erosion and sedimentation control plan be submitted
at least 30 days prior to initiation of land -disturbing
activities.
7. Additional information concerning the area of the land-
ward disturbance be submitted to determine if an
erosion control plan is required.
J" 8. Other:

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:
FROM:
SUBJECT:
Applicant:
14 February 1996
Mr. William McNeil, Director
Division of Community Assistance
John R. Parker, Jr.
Major Permits Processing Coordinator
�EHNF1
CAMA/Dredge and Fill Permit Application Review
Project Location:
Proposed Project:
�AhA�U14t 9*
fMfNT
$jaufort County District VII - Richland Township Water and Sewer -
Phase 1
On the south side of the Pamlico River within the Richland Township
area, Beaufort County, North Carolina
To place potable water lines within Richland Township area and to install
a wastewater discharge diffuser into South Creek
Please indicate below your position or viewpoint on the proposed project and return this form
by 6 March 1996. If you have any questions regarding the proposed project, please contact
David Gossett at 946-6481, Ext 275. When appropriate, in-depth comments with supporting
data is requested.
REPLY i This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended
changes are incorporated. See attached.
This office objects to the project for reasons describ in the
tached comments.
Signed Date 2 /j /
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 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
February 29, 1995
MEMORANDUM
TO: Mr. Larry R. Goode, Phd., P.E.
Highway Administrator
Division of Highways
FROM:
SUBJECT:
APPLICANT:
John Parker, Jr.
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
yk �
RECEN�O s
MAMkEMENj
Beaufort Co. District VII-Richland Township Water & Sewer
PROJECT LOCATION: S. side of the Pamlico River within Richland Twsp., Beaufort Co.
PROPOSED PROJECT: To place potable water lines within District VII, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by March 22, 1996. If you have any questions regarding the proposed project, please
contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data
are requested.
REPLY V This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
atta hed o ents.
Signed Date
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

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 February 29, 1996
MEMORANDUM
A 'I' '
74**
ID FE F 1
TO: Ms. Renee Gledhill -Early
Environmental Review Coordinator 1Lt�66�
Division of Archives and History
FROM: John Parker, Jr.
Major Permits Processing Coordinator a,
SUBJECT: CAMA/DREDGE & FILL Permit Application Review 8 L
APPLICANT: Beaufort Co. District VII-Richland Township Water & Sewer
PROJECT LOCATION: S. side of the Pamlico River within Richland Twsp., Beaufort Co.
PROPOSED PROJECT: To place potable water lines within District VII, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by March 22, 1996. If you have any questions regarding the proposed project, please
contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data
are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
Signed Date 3 �G
January 10, 1995
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

State of North Carolina
Department of Environment, 'I'Av
Health and Natural Resources 4
Division of Coastal Management -�I
James B. Hunt, Jr., Governor M K
Jonathan B. Howes, Secretary C) E H N F1
Roger N. Schecter, Director
MEMORANDUM
c PQQ�c+� y A
TO: Mr. John Sutherland, Chie FEB 191996
Water Planning Section 6'
Division of Water Resources 8 9 DNISl%1OFWAT.RRESOURCES
FROM: John Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Beaufort Co. District VII-Richland Township Water & Sewer
PROJECT LOCATION: S. side of the Pamlico River within Richland Twsp., Beaufort
Co.
PROPOSED PROJECT: To place potable water line., within District VII, etc.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by March 22, 1996. If you have any questions regarding the proposed project, please
contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data
are requested.
REPLY This agency has no objection to the project as proposed.
i
k This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
Signed
Date ,-" n
P.O. Box 27687, Rdeigh, North CQOlina 27611-7687
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
60%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
May 6, 1996
Beaufort County District VII Water and Sewer
P.O. Box 1027
Washington, NC 27889
ATTENTION: Mr. Frank Bonner
Dear Sirs:
1DEHNFR
This letter is in response to your application request under the Coastal Area Management
Act (CAMA) to install potable water lines and a wastewater discharge diffuser in the Richlands
Township area of Beaufort County. The application was received by the Division's Washington
office on January 30, 1996, at which time a coordinated state and federal review of the proposed
project was initiated. However, it has been determined that additional information will be
required before taking final action on your application request. The required information is
summarized below;
1) For all development which will occur on private lands (sites 4, 5, 13, 16, 18 as identified in
the original permit application), documentation that the property owners have given
permission for the proposed work to take place on their property must be obtained and
copies provided to this office prior to the Division taking final action on your permit
application.
2) For the 5 sites listed above, easements must be obtained from the Department of
Administration, State Property Office for the crossing of state waters. Copies of these
easements must be also be provided to this office prior to the Division taking final action
on your pemut application.
In accordance with T15A:07J.0204(d), which states that processing of an application may
be placed on hold if additional information from the applicant is necessary to adequately assess the
project, processing of your application must be terminated until such time as the information
requested is provided to this office. As required by T15A:07J.0204(d), during the pendency of
any termination of processing, the permit processing period will not run. Following receipt of the
requested information, processing will begin at the point where it was terminated.
P.O. Box 27687,
Raleigh, North Carolina 27611-7687
Voice 919-733-2293
FAX [phone]
An Equal Opportunity/Affirmative Action Employer
50% recvcled/ 10% Dost-consumer paper

If you have any questions concerning this matter, please feel free to contact me at (919)
733-2293, P.O. Box 27687, Raleigh, NC 27611.
Sincerely,
Doug Huggett
Assistant Major Permits Coordinator
cc: David Gossett, DCM-Washington
DCM-Morehead City

State of North Carolina
Department of Environment,
Health and Natural Resources • •
Division of Coastal Management
James B. Hunt, Jr., Governor p E H N R
Jonathan B. Howes, Secretary
Roger N. Schecter, Director
April 16, 1996
Beaufort County
District VII-Richland Township
Water &Sewer
P. O. Box 1027
Washington, NC 27889
Dear Sir:
This letter is with reference to your application for a Coastal Area Management Act
Major Development permit to carry out construction on property located within Richland
Township, in Beaufort County. Although processing of the application is nearing completion,
additional time is needed for this office to complete the review and make a decision on your
request. Therefore, it is necessary that the standard review time be extended. An additional 75
days is provided by G.S. 113A-122(c) which would make June 28, 1996 the new deadline for
reaching a decision on your request. However, we expect to take action prior to that time and
will do so as soon as possible. In the interim, if you have any question on the status of your
application, do not hesitate to contact this office.
Very sincerely,
Doug Huggett
Asst. Major Permits Coordinator
DH/aw
cc: DCM-Washington
DCM--Morehead City
P.O. Box 27687, I_i7C \ FAX [phone] Raleigh, North Carolina 27611-7687 1, An Equal Opportunity/Affirmative Action Employer
Voice 919-733-2293 50% recycled/10% post -consumer paper

LAk MCDAVID ASSOCIATES, INC.
I IL
INC. rft Engineers •Planners •Land Surveyors
CORPORATE OFFICE COLDSBORO OFFICE
[phone] • Fat [phone] [phone] • Fa [phone]
120 N. Main Street • P.O. Drawer 49 109 E. Walnut Stied • P.O. Bea 1776
Fannville, NC 27828 Goldsboro, NC 27533
MINUTES OF PRECONSTRUCTION CONFERENCE
DATE: March 1, 1996
�1RV
SUBJECT: Preconstruction Conference
Contract Nos. 2, 3 4pG�
1, and
County Water District I
Bertie County
•o
CONTRACTOR: CNl and CN2 - Herring-Rivenbark, Inc.
CN3 - Brown Steel Contractors, Inc.
CN4 - Peters & White Construction Co., Inc.
DISTRIBUTION: Jasper Bazemore, Chairman
Jack Williford, County Manager, Bertie County
Wendell Davis, Assistant County Manager, Bertie County
Connie Coburn, Water System Manager
Lloyd Smith, County Attorney
Lee Wynns, Mayor, Town of Colerain
Herring-Rivenbark, Inc.
Brown Steel Contractors, Inc.
Peters & White Construction Co., Inc.
Marvin Howell, Rural Economic and Community Development
Tom Honeycutt, Rural Economic and Community Development
NC Department Environment, Health and Natural Resources,
Public Water Supply Section, Raleigh Office
NC Department Environment, Health and Natural Resources,
Division of Coastal Management
Army Corps of Engineers, Washington Field Office
NC Department Environment, Health and Natural Resources,
Land Quality Section, Washington Office
Ronnie Smith, NC Department of Transportation, Ahoskie, NC
Bertie County Health Department
Henry Walker, Project Inspector, McDavid Associates, Inc.
FROM: Albert V. Lewis, Jr., P.E.
ATTENDEES: See the attached sign-up sheet for those in attendance.
D405RAD96 I
BERC-ICNI-2-34MIN-OF-PRECONST-CONF.PCC;5 960304

T71
�71n�pv 71 L 4"7'�;Vj

MINUTES:
A preconstruction conference for the subject project was held on March 1, 1996
at 1:00 PM at Berrie County Office Building in Windsor, NC.
Rural Economic and Community Development comments and procedures were
reviewed and discussed in detail for each Contract (see attached).
The scope of the project along with plans and specifications were discussed and
reviewed in detail for each contract.
The following permits were discussed and reviewed in detail:
PERMIT
CNl
CN2
CN3
CN4
DOT Encroachment
X
X
DOT Driveway Permit
Well #3 - Robertson Site(SR 1342)
X
Well #4 - Harrell Site (NC 42)
X
DEM Well Construction Permit
X
Sedimentation and Erosion Control
X
X
X
X
NPDES Permit
X
X
X
X
CAMA (See comments below)
X
X
401 Water Quality
X
X
404 Corp of Engineers
X
X
Public Water Supply
X
X
X
X
CAMA PERMIT
CAMA permit is a general permit. In accordance with the CAMA Permit, the
Contractor shall perform the following:
1. Honor minimum clearances under water itself and achieve at a minimum
the depths shown on the CAMA area cross sections.
2. For any excavation through wetlands, return the spoil material to the
trench as soon as possible with the vegetation layer on top.
3. Notify David Moye at [phone] a minimum of three (3) days in
advance of encountering a CAMA crossing.
Coordination was discussed regarding the following:
IMSRAM6
BF.RC-I-CNI-2-34MIN-0E-PRECONST-CONF.PCC;S
1M�
960304

F 7.

2.
3.
4.
5.
6.
7.
8.
Contractor -Engineer - (Daily prior to 6:30 AM and 7:00 AM at 919-
753 2139)
Owner -Engineer
Water Purchase -
Electrical Service -
Telephone Service -
Cable TV -
Contractor purchases from County at
($1.50/thousandgailon). County purchases from
Town.
North Carolina Power and Roanoke Electric
Membership Corporation
Carolina Telephone & Telegraph
Multivision Cable TV
Users - Inspectors to insure that we have a signup and/or
rejection from all users - Meter list to Owner
when water is available.
Easements
Executed contract documents along with plans were distributed to the following:
1. Owner - Two (2) sets of Contract Documents and two (2) sets of Plans
2. Contractor(s) - One (1) set of Contract Documents and three (3) sets of
Plans
3. Inspector - One (1) set of Contract Documents and two (2) sets of Plans
4. Engineer - One (1) set of Contract Documents and one (1) set of Plans
5. RECD - Two (2) sets of Contract Documents and two (2) sets of Plans
Herring-Rivenbark requested three (3) additional sets of plans for CN1 and CN2.
Peters & White Construction Co. requested three (3) additional sets of plans for
CN4.
Shop drawings were requested from the Contractor as soon as possible.
The Notice to Proceed with construction for Contract No. 1 was issued to the
contractor. The contractor is to start work on or before March 11, 1996 and is
to be complete within 270 days or December 6, 1996.
The Notice to Proceed with construction for Contract No. 2 was issued to the
contractor. The contractor is to start work on or before March 11, 1996 and is
to be complete within 270 days or December 6, 1996.
�6 1-M
»40
3 T-
BEItC-I-CNl-2-3.-MM-OF-PRECONST-CONF.PCC¢ 960304

_ r .......

The Notice to Proceed with construction for Contract No. 3 was issued to the
contractor. The contractor is to start work on or before March 11, 1996 and is
to be complete within 240 days or November 6, 1996.
The Notice to Proceed with construction for Contract No. 4 was issued to the
contractor. The contractor is to start work on or before March 11, 1996 and is
to be complete within 240 days or November 6, 1996.
Project Signs to be provided:
Herring-Rivenbark, Inc. - 3 EA
Brown Steel - 1 EA
Peters & White - 1 EA
Order of Construction
Contract No. 1 - Water Distribution - See map dated 3-1-96
Only 1 master meter required, no need to install
the other two as per plans since same contractor
has CNI and CN2.
Contract No. 2 - Water Distribution - See map dated 3-1-96
Contract No. 3 - EST - EST No. 2
Brown Steel to provide revised project schedule.
Contract No. 4 - Wells
1. Clear Well Lot No. 3 - Robertson Site -
Clearing to be complete by March 15,
1996
2. Clear Well Lot No. 4 - Harrell Site
3. Test Well No. 4 - Harrell Site
4. Test Well No. 3 - Robertson Site
5. Production Well No. 4 - Harrell Site
6. Production Well No. 3 - Robertson Site
Pay Request Processing
Cut off on 20th, to engineer by 25th, to owner by 2nd, payment by loth.
Along with each pay request, contractors shall submit an estimate of
funds needed for next pay request.
Brown Steel to make written request for approval of AW WA Method #2 for EST
disinfection. Engineer agrees to process through PWS. If after disinfection
using AWWA Method #2 and the first filling of the tank, the water has
objectional odor associated with paint, Brown Steel shall flush and refill tank.
LM
n405Rnn96 a
BERC-I-CN1-2-34-M1N-OF-PRECONSPCONF.PCC¢ 960304

Herring-Rivenbark, Inc. requested that installation of any missed meters be held
until end of job and then installed all at one time. Owner agreed to work toward
this goal subject to individual emergencies.
Sales tax reports to be submitted through June 30, 1996 and at end of project.
D405RAD96
BERC-I-CNI-2-3-4-MN-OF-PRECONSTCONF.PCC;S
Akk-
WC
960304

PRECONSTRUCTION CONFERENCE ATTENDANCE SIGN -IN SHEET
er
i,-e 915- 7,J-3_z13s
sa a- ,41el7 &40(D
D405RAD96 9
BERC-I-CN1-2-3-4-FMAA-PRECONST-CONF,TXT;6 960228

MCDAVID ASSOCIATES, INC.
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone] • Fu [phone]
120 N. Main Street • P.O. Drawer 49
Fannville, NC 27828
GOLDSBORO OFFICE
[phone] • Fu [phone]
109 E. Walnut Street • P.O. Box 1776
Goldsboro, NC 27533
January 30, 1996
N. C. Department of Environment,
Health, and Natural Resources
Division of Coastal Management
1424 Carolina Avenue
Washington, NC 27889
ATTN: David Gossett
SUBJECT: CAMA Permit Application
District VII-Richland Township
Water and Sewer District of
Beaufort County
Dear Mr. Gossett:
On behalf of District VII-Richland Township Water and Sewer District of Beaufort County,
we have submitted on December 7, 1995 the following in support of our request for a CAMA Permit:
1. One copy of the Application form as executed by the District.
2. One set of narratives for each CAMA site including location plats, profiles, and
section views where applicable.
3. One copy of extracts of NPDES permit for water treatment plant wastewater
discharge included with narrative of CAMA area 13.
4. Application fee for $250.00 payable by check number 6541.
We received review comments and have revised the application in response to those comments. On
behalf of the water district we submit the following:
1. Revised narrative pages including:
Index map showing all CAMA areas with area 19 added.
Page 1 for the following CAMA areas to reduce the excavation lengths and volumes:
1, 2, 3, 4, 5, 8, 9, and 16,
Page 1 for CAMA area 6 to revise the excavation length and volume and to delete
coastal wetlands.
D40SPIA95
BEAU-C WD-7-CAMA-PERMrr-LTR-960130. PMT;2
960130

Crossing diagram of CAMA area 17 showing wetlands on creek banks.
Page 1 for CAMA area 17 to revise the length, volume and area of wetlands
disturbed.
2. Narrative for CAMA area 19, including index map, and crossing diagram.
Certification of Zoning Compliance from the Town of Aurora.
4. N. C. Environmental Policy Act review from the State Clearinghouse.
We submit revisions of page 2 of the narrative for the following CAMA areas to reflect that
Certification of Zoning Compliance with the Town of Aurora has been obtained and that application
for NCDOT encroachments have been made: 1, 6, 7, 13.
We also submit a revision of page 2 of the narrative for CAMA area 9 to reflect that application for
a NCDOT encroachment has been made.
In reference to the four Areas of Environmental Concern (CAMA areas 10, 11, 12, and 14)
which are within dedicated public rights -of -way that are not NCDOT maintained, the Water District's
attorney, Mr. William P. Mayo, has provided a legal opinion the District has the legal right to install
the facilities. This procedure is consistent with past implementation of county -wide water systems.
In reference to the four Areas of Environmental Concern (CAMA areas 4, 5, 16, and 18)
where construction will encroach private lands, the District's attorney has the task of acquiring the
easements from the property owners. McDavid Associates, Inc. will forward documentation of the
acquired easements upon receipt.
We request permit approval at your earliest convenience. Please advise as we may further
assist.
Sincerely,
McDAVID ASSOCIATES, INC.
Phillip Abeyounis, P.E.
Farmville Office
PJA/lcm
Enclosures
cc: Donald Davenport
John Rodman
William P. Mayo
D405PJA95
BEAU-CWD-7-CAMA-PERMrr-LTR-960130.PMT;2 960130

North Carolina
Department of Admin
James B. Hunt Jr., Governor
January 18, 1996
Mr. Phillip Abeyounis
McDavid and Associates, Inc.
P.O. Drawer 49
Farmville, North Carolina 27828
Dear Mr. Abeyounis:
Katie G. Dorsett, Secretary
RE: SCH File #96-E-0000-0417; EA/FONSI for th d Township
Water and Sewer District of Beaufort County - Construction of a Rural Water
System in the Auora Area
The above referenced environmental impact information has been submitted to the State
Clearinghouse under the provisions of the N%AaaaWtovironmental Mioy Act. According to
G.S. 113A-10, when a state agency is required to prepare an environmental document under the
provisions of federal law, the environmental document meets the provisions of thegip
E ironmental Policy Act.
Attached to this letter for your consideration are the comments made by state/local agencies in
the course of this review.
If any further environmental review documents are prepared for this project, they should be
forwarded to this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
atgw 6'04-0`'
Ms. Chrys Baggett, Director
State Clearinghouse
CB:jf
Attachments
cc: Region Q
John Parker, Division of Coastal Management
116 West ]ones Street • Raleigh, North Carolina 27603-8003 • Telephone [phone]
State Courier 51-01-00
An Equal Opportunity I Affirmative Action Employer

State of North Carolina
Department of Environment,' T41) YeA
Health and Natural Resources 100
Legislative Affairs _
James B. Hunt, Jr., Governor®®�
Jonathan B. Howes, Secretary ®� Fit
Henry Lancaster, Director
TO: Chrys Baggett
State Clearinghouse
FROM: Melba McGee }'Al"
Project Review Coordinator
The Department of Environment, Health, and Natural Resources has completed its review.
Our regional office within the geographic area of the proposed project has identified permits that
may be required prior to project construction. For more information, the project applicant should
notify the respective regional office marked on the back of the attached permit form.
Thank you for the opportunity to review. .
attachments
P.O. Box 27687. Raleigh, North Carorina 27611-7687 Telephone [phone]
An Equal opportunity Affirmative Action Employer " 60%recycled/ lo%post-consumer paper

Ira
11
State of North Carolina
Department of Environment, Health, and Natural Resources Reviewing Office:
Due Date:
Number: I
INTERGOVERNMENTAL REVIEW —PROJECT COMMENTS Prefect/' _ ��
After review of this project it has been determined that the EHNR permit(s) and/or approvals indicated may need to be obtained in
order for this project to comply with North Carolina Law.
Questions regarding these permits should be addressed to the Regional Office indicated on the reverse of the form.
All applications, information and guidelines relative to these plans and permits are available from the same Normal Process
Regional Office. Is —
PERMITS
SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
(statutory time
limit)
Permit to construct 8 operate wastewater treatment
Application 90 days before begin construction or award of
30 days
facilities, sewer system extensions. 8 sewer
construction contracts On -site inspection. Post -application
systems not discharging into state surface waters.
technical conference usual
(90 days)
NPDES - permit to discharge Into surface water and/or
Application 180 days before begin activity. On -site inspection.
90-120 days
permit to operate and construct wastewater facilities
Pre -application conference usual. Additionally. obtain permit to
discharging into state surface waters.
construct wastewater treatment fac III ly-g ranted after NPDES. Reply
IN/A)
time. 30 days after receipt of plans or issue of NPDES
permit -whichever is later.
Water Use Permit
Pre-applicaticn technical conference usually necessary
30 days
INiA)
Well Construction Permit
Complete application must be received and permit issued
7 days
to t
prior to the installation of a well
(15 days)
Application copy must be served on each adjacent riparian property
55 days
Dredge and Fill Permit
owner. On -site inspection. Pre -application conference usual. Filling
may require Easement to Fill from N.C. Department of
(90 tlays)
Administration and Federal Dredge and Fill Permit.
Permit to construct 8 operate Air Pollution Abatement
60 days
facilities and/or Emission Sources as per 15A NCAC 21H.06
N/A
(90 days)
Any open burning associated with subject proposal
must be in compliance with 15A NCAC 2D.0520.
Demolition or renovations of structures containing
asbestos material must be in compliance with 15A
60 days
NCAC 2D.0525 which requires notification and removal
NIA
prior to demolition. Contact Asbestos Control Group
919733.0820.
(90 days)
Complex Source Permit required under 15A NCAC 2D.0800.
The Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity. An erosion 8 sedimentatio
control plan will be required if one or more acres to be disturbed. Plan filed with proper Regional Office (Land Quality Sect.) at least 30
20 days
days before beginning activity. A fee of $30 for the first acre and $20.00 for each additional acre or part must accompany the plan
130 da s
The Sedimentation Pollution Control Act of 1973 must be addressed with respect to the referrenced Local Ordinance:
130 days)
On -site inspection usual. Surety bond filed with EHNR. Bond amount
Mining Permit
varies with type mine and number of acres of affected land. Any area
30 days
mined greater than one acre must be permiled. The appropriate bond
(60 days)
must be received before the permit can be issued.
North Carolina Burning permit
On -site inspection by N.C. Division Forest Resources if permit
1 day
exceeds 4 days
(NIA)
Special Ground Clearance Burning Permit - 22
On -site inspection by N.D. Division Forest Resources required."if more
1 day
counties in coastal N.C. with organic soils
than five acres of ground clearing activities are involved. Inspections
(NIA)
should be requested at least ten days before actual burn is planned:'
90.120 days
Oil Refining Facilities
N/A
(NIA)
If permit required. application 60 days before begin construction.
Applicant must hire N.C. qualified engineer to: prepare plans.
30 days
Dam Safely Permit
Inspect construction, certify construction is according to EHNR approv.
ed plans. May also require permit under mosquito control program. And
(60 days)
a 404 permit from Corps of Engineers. An Inspection of site is neces.
sary to verify Hazard Classification. A minimum fee of S200.00 must ac.
company the application. An additional processing lee based on a
percentage or the total project cost will be required upon completion.
Pe 1.r Continued on reverse

Ncrr, al Process
Time '
(statutory time
limit)
PERMITS SPECIAL APP :ATION PROCEDURES or REQUIREMENTS
File surety bond c
:,000 with EHNR running to State of N.C.
10 days
Permit to drill exploratory oil or gas well
conditional that a.
cell opened by drill operator shall, upon
(NIA)
abandonment, be r
gged according to EHNR rules and regulations.
Geophysical Exploration Permit
Application filed w
'. EHNR at least 10 days prior to issue of permit
10 days
Application by letti
No standard application form.
(NIA)
State Lakes Construction Permit
Application fee ba:
t on structure size is charged. Must include
15.20 days
descriptions 8 dra
tgs of structure 8 proof of ownership
(NIA)
of riparian propert,
60 days
401 Water Quality Certification
NIA
(130 days)
days
CAMA Permit for MAJOR development55
$250.00 fee must
mpany application
(150 days)
22 days
CAMA Permit for MINOR development
$50.00 fee mus, a.
lion
(25 days)
Several geodetic monuments are located in or near the project area. If any monur.
,o to be moved or destroyed. please notify:
N.C. Geodetic Survey. Box 2768'
N.C. 27611
Abandonment of any wells. it required, must be in accordance with Title 15A. But;
2C.0100.
Notification of the proper regional office is requested if
"orphan" underground sic
.s (USTSI are discovered during any excavation operation.
❑I Compliance with 15A NCAC 2H.1000 (Coastal Stormwater Rules) is required.
umer comments (attach additional pages as necessary, being certain to cite corn
.ority):
REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office marked below.
❑ Asheville Regional Office ❑ Fayetteville Regional Office
59 Woodfin Place Suite 714 Wachovia Building
Asheville, NC 28801 Fayetteville, NC 28301
[phone] [phone]
❑ Mooresville Regional Office
❑ Raleigh Regional Office
919 North Main Street, P.O. Box 950
3800 Barrett Drive, Suite 101
Mooresville, NC 28115
Raleigh, NC 27609
[phone]
[phone]
X1Washington Regional Office
❑ Wilmington Regional Office
424 Carolina Avenue
127 Cardinal Drive Extension
Washington, NC 27889
Wilmington, NC 28405
[phone]
[phone]
❑
Winston-Salem Regional Office
8025 North Point Blvd.
Suite 100
Winston-Salem, NC 27106
[phone]
(NIA)

State of North Carolina
Department of Environment, Health, and Natur esource51g95
Division of Land Resources Il
James G. Martin, Governor PROJECT REVIEW COMMENTS Chari#-F��er
William W. Cobey, Jr, Secretary 2 Bye Director
Project Number: —0L/J7 County: d�E°ALFJIPT
Project Name: .,
Geodetic
This project will impact geodetic survey markers. N.C. Geodetic
Survey should be'contacted prior .to construction at P.O. Box 27687,
.. ,Raleigh, N.C. 27611 [phone]. Intentional destruction of a
geodetic monument is a violation of N.C. General Statute 102-4.
This project will have no impact on geodetic survey markers.
Other (comments attached)
For more information contact the Geodetic Survey office at [phone].
Reviewer YV j Date
Erosion and Sedimentation Control
i
No comment
1/ This projecit will require approval of an erosion and sedimentation
control plan prior to beginning any land -'disturbing activity if more
than one (1) acre will be disturbed.
If an environmental document is required to satisfy Environmental
Policy Act (SEPA) requirements, the document must be submitted as part
of the erosion and sedimentation control plan. .
V% If any portion of the project 'is located within a High Quality Water
Zone (HQW), as classified by the Division of Environmental Management,
increased design standards for sediment and erosion control will apply.
The erosion and sedimentation control plan required for this project
should be prepared by the Department of Transportation under the
erosion control program delegation to the Division of Highways from the
North Carolina Sedimentation Control Commission.
Other (comments attached)
For more information contact the Land Quality Section at [phone].
ka?_-�j /_ rJe46-_J� 12 /Z /sue
Reviewer ''—
Date
P.O. Box 27687 • Raleigh, N.C. 27611-7687 • Telephone [phone]
An Equal Opportunity Alfirmadve Action Employer -

1'...i':\I;.L\,..>.• • c\ I:; ONN'IF.:':'!'. I IHr\l: H. ..•irnca/I� n;�cr --
A\,) -N'A I'-; Ii:\I RLS0URCF S i • 7 6 ' a ��� .. .
DI\,ISIO\ OF Lid\ Il\C)\1,;EI�1AL 11LA.L:11I `County
Incer-Agency Project ReNlew Response
� � 6 I� l Type of Project aA)J�
:'roject Name /%r?�i- Uct'�,� �`'a �`
The applican: should be advised that plans and specifications for all water system
i improvements must be approved by the Division of Environmental Health prior tothe award
of a contract or the initiation of construction (as required by 15A NCAC 18C .0300 et. seq.).
For information, contact the Public Water Supply Section, [phone].
This project Rill be classified as a non -community public water supply and must comply with
Jstate and federal drinking water monitoring requirements. For more information the applicant
should contact the Public Water Supply Section, (919) 733-2 21.
If this project is constructed as proposed, we will recommend closure of feet of adjacent
Jwaters to the harvest of shellfish. For information regarding the.shellfianitation progra
m, the applicant should contact the Shellfish Sanitation Branch at.919) 726-6827.
The spoil disposal area(s), proposed for this project may Produce a mosquito breeding -problem.
appropriate mosquito control measures; the applicant should
For information concerning
contact the Public Health Pest Management Section at (919) 726-897C.
The applicant should be advised that prior to the 'removal_ ordemolition of dilapidated
J structures, an extensive rodent control program may be necessaryin order to
he
migration of the rodents to adjacent areas. The informztron.concernrng rodent control,
rtment or the Public Health Pest Management. Section at (919)
contact the Local health depa
733-6407.
�— The applicant should be advised to contact the local health department regarding their
U requirements for septic tank installations (as required under ISA NCAC 18A .1900 at. seq.)
For information concerning septic tank and other on -site waste disposal methods, eontaet,the
On -Site Wastewater Section at [phone].
The applicant should be advised to contract the local health depar-tinem regarding the sanitar
lJ facilities required for this project.
If existing water lines will be relocated during the construction, fans for the water Lin
J to the Division Anvironmental Health, Public Water Suppl
relocation must be submitted
Section, Plan Review Branch; I330 Sc. Mary's Street, Raleigh; North Carolina, (919) 733-246
Reviewer
Section/Branch Date
DrKmli 3199 (Rc•iscd 8/93)

North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
December 19, 1995
Larry W. Godwin
State Director
Rural Economic and Community Development
4405 Bland Road, Suite 260
Raleigh, NC 27609
Re: Beaufort County Water District VII
CH 96-E-0000-0417
Dear Mr. Godwin:
Division of Archives and History
Jeffrey J. Crow, Director
We have received information concerning the above project from the State
Clearinghouse.
We have conducted a review of the project and are aware of no properties of
architectural, historic, or archaeological significance which would be affected by the
project. Therefore, we have no comment on the project as currently proposed.
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation's Regulations
for Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If
concerning the above comment, please contact Renee
review coordinator, at 919/733-4763.
Sincerely,
aO�VlL ><�Xw
David Brook
Deputy State Historic Preservation Officer
D Iw
cc: State Clearinghouse
you have questions
Gledhill -Earley, environmental
109 East Jones Street • Raleigh, North Carolina.27601-2807 ODI

�tR,f�n
COMMISSION
NC STATE CLEARINGHOUSE
INTER -GOVERNMENTAL REVIEW
The enclosed information is being sent you because the named project(s) are located in or have
some impact on your locality. This information is either. a Notification of Intent to Apply for federal
program funds or an environmental review of certain federal and state projects prior to implementation.
As Regional Coordinator of this process, Mid -East Commission passes through information to you
for your review and comment. If you have knowledge of inaccuracies in the notification or questions
regarding the need, design, location, etc., please take this opportunity to respond in writing. You may
contact the applicant directly with specific questions. Negative comments are shared with the applicant in
timely manner to resolve the issues prior to application of the funding agency. A copy of the comments is
required in the application package sent to the funder.
While these review items only represent the number of publicly funded projects being considered in
your area (and not the number which are ultimately funded), the review process can keep you abreast of the
perceived needs and potential efforts in your locality.
Feel free to distribute this information to the appropriate agency within your organization, but
return comments by the date shown below.
State Number: 96-E-0000-0417 Return this form by: e� er 05
Local Government: Town of Aurora
Commenters Name: Grace H. Bonner, Mayor
Address and Phone: P.O. Box 86 Aurora, N. C. 27806 919-322-4611
Date: January 8, 1996
Comments: We acknowledge the proposed construction is consistent with the
Attach additional pages as needed. Return comments to:
Rhoda Morris
Regional Clearinghouse Coordinator
Mid -East Commission
PO Box 1787
Washington, NC 27889
P.O. Drawer 1787 Washington, North Carolina 27889 1 [phone] 1 FAX [phone]

✓Dlv,qy-
✓Trace K -qonaer
go-ayll Q11 i
Jagz2rm cf Jar&v
(9V4A/"d 19Bo
Beaufort County Water District VII
P. 0. Box 1027
Washington, N. C. 27889
ATTN: Mr. John Rodman
SUBJECT: Zoning Compliance Status
District VII-Richland Township
Water and Sewer District of Beaufort County
Dear Mr. Rodman:
6o/n/ziiAr, 4,yzeAr
velee Y(erzNer,
./I7aec%L J &e von
January 3, 1996
We
have
reviewed the
construction proposed by District VII-Richland
Township Water and
Sewer
District of Beaufort County for the following
sites within
the Town of
.
Aurora's zoning jurisdiction area:
CAMA
Area
1 -
Water
line beside NCSR 1925 across Broomfield
Swamp
Creek
CAMA
Area
6 -
Water
line beside NC 306 across Bailey's Creek
CAMA
Area
7 -
Water
line beside NC 306 across Whitehurst Creek
CAMA
Area
13 -
Water
treatment plant discharge line into
South
Creek north of NC 33 bridges
CAMA
Area.19
-
Water
line beside NCSR 1002 across Dublin Creek
We acknowledge the proposed construction is consistent with the
Town of Aurora's zoning ordinances. Our only concern is that the salt
brine discharged in CAMA Area 13 will affect the results of sampling
performed at this time.
cc: McDavid Associates, Inc.
Sincerely,
i
Grace H. Bonner, Mayor
Town of Aurora
2oa! QFre Ooc d'r, {orw�z, molar.£ Cn nL�a 2�sor &9) B22 -oru

MEMORANDUM
TO: Jim Mulligan
Deborah Sawyer
FROM: David GossetC�
DATE: 14 February 1996
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
Beaufort County District VII - Richland Township Water and Sewer - Phase 1
Beaufort County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill permit which was
received by me on 30 January 1996. I am considering this application complete, have
acknowledged receipt, and have begun processing.
If you have any questions do not hesitate to contact me.

Division of Coastal Management
Application Processing Notes
Applicant: '5�� Z--,
SB-O0 27-
Date/Time: Message:

owl
INC. Pft
LA
McDAVID ASSOCIATES, INC.
Engineers " Planners " Land Surveyors
CORPORATE OFFICE
[phone] - Fax [phone]
120 N. Main Street • P.O. Dra er 49
Farrnville. NC 27829
December 8, 1995
N. C. Department of Administration
North Carolina State Clearinghouse
116 West Jones Street
Raleigh, NC 27603-8003
ATTN: Chrys Baggett
SUBJECT:
Dear Mrs. Baggett:
GOLDSBORO OFFICE
[phone] • Fu [phone]
109 E. Walnut Street • P.O. Box 1776
n� ]- ,Go1dabom. NC 27533
o �995
MAry £MENr
SEPA Certification
District VII-Richland Township Water
and Sewer District of Beaufort Co.
On behalf of District VII-Richland Township Water and Sewer District of Beaufort County
McDavid Associates, Inc. has submitted an application for a CAMA Major permit to construct a
rural water system in the Aurora area of Beaufort County. The permit application requires a
"statement of compliance with the N.C. Environmental Policy Act" (SEPA) "if the project involves
the expenditure of public funds". This project is funded through Rural Economic and Community
Development. Since the certification requirement is new to the CAMA Major process, the Division
of Coastal Management could not give me a concrete answer as to how to satisfy the requirement.
Mr. David Gossett referred me to Mr. John Parker who referred me to Melba McGee and you.
Confirming our Friday, December 8, 1995 conversation, I am seeking whether the
environmental assessment previously done for this project will satisfy the demands of SEPA for the
purpose of obtaining a CAMA Major permit. The environmental assessment was completed in July
1992 with a finding of No Significant Environmental Impact by what was then the Farmer's Home
Administration. McDavid Associates, Inc.'s files contain correspondence from your office and Melba
McGee's office which show the project was submitted to many state agencies through an
"Intergovernmental Review Process" in the process of performing the environmental assessment.
FmHA published a public notice of its "Finding of No Significant Impact" (FONSr) in the
Washington Daily News on July 21, 22, and 23 of 1992. In accordance with your directions, I am
sending you sixteen (16) copies of the Environmental Assessment report by FmHA (including
accompanying maps of the District) and sixteen (16) copies of the affidavit of publication of the
FONSI. You stated you will circulate the documents and determine if the requirements of SEPA
have been met by the previous work. Upon a favorable determination, you will write a letter to the
Division of Coastal Management stating that the requirements of SEPA have been met.
D405P1A95 1
BEAU-CWD-7-CAMA-951208.PMT;3 951208

Please advise as how I may be of further assistance.
Sincerely,
MCDAVID ASSOCIATES, INC.
Phillip Abeyounis, P.E.
Farmville Office
Enclosures
cc: Donald Davenport
John Rodman
David Gossett
John Parker
Marvin Howell
Ed Causey
D405PJA95
BEAU-: WI 7LAMA-951208.PAfr;3
951209

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
9 February 1996
Mr. Frank Bonner, Chairman
Beaufort County Board of Commissioners
Post Office Box 1027
Washington, North Carolina 27889
Dear Mr. Bonner:
AJAA
E)EHNR
The Division of Coastal Management hereby 49aaowledges receipt of an
application from the {County of Beaufort for State approval for development of
property located on the south side of the Pamlico River within the Richland
Township area of Beaufort County, North Carolina. It was received on 30 January
1996 and appears to be adequate for processing at this time. The projected
deadline for making a decision A*i 1# April 1996. An additional 75-day review
period is provided by law when such time is necessary to complete the review.
If you have not been notified of a final action by the initial deadline stated
above, you should consider the review period extended. Under those
circumstances, this letter will also serve as your notice of an extended review.
However, an additional letter will be provided on or about the 75th day. Should
there be any questions on this procedural change, do not hesitate to contact me.
N.C.G.S. 113A-119(b) requires that notice of an application be posted at
the location of the proposed development. Enclosed you will find a "Notice of
Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your
property where it can be observed from a public road. Some examples would be:
nailing the notice card to a telephone pole or tree along the road right-of-way
fronting your property, or at a point along the road right-of-way where a private
road would lead one into your property. Failure to post this notice could result
in an incomplete application.
An onsite inspection will be made and if additional information is
required, you will be contacted by the appropriate State or Federal agency.
Please contact me if you have any questions and notify me in writing if you wish
to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
David L. Gossett
Field Representative
DLG:pdp
ENCLOSURE
1424 Carolina Avenue, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

JAmEs B. HuNT JR. DIVISION OF HIGHWAYS
GovERNoR 1701 West Fifth Street
Washington, North Carolina 27889
May 2, 1996
COUNTY: BEAUFORT (15-96-02)
0
STATE OF NORTH CAROIINA
DEPARTMENT OF TRANSPORTATION
GARLAND B. GARRM JR.
- SECIMA r
SUBJECT: Encroachment Contract -County Water and Sewer District VII
Mr. Frank Bonner, Chairman
County Water and Sewer District VE
P. O. Box 1027
Washington,,NC 27889
Attached hereto, for yourfiles, is a copy of a Right of Way Encroachment Contract which has
been properly executed. This contract covers the following:
Installation of water main extensions, with appurtenances and steel casings along and/or under
several primary and secondary roads in Beaufort County, as shown on the attached drawings
labeled "District VII - Richland Township Water and Sewer District of Beaufort County - CNl -
Water Distribution East' and "District VII - Richland Township Water and Sewer District of
Beaufort County - CN2 - Water Distribution West."
APPROVED SUBJECT TO:
(1) Notify the District Engineer's Office in Washington [phone] prior to beginning
and upon completion of work. -
(2) Workmanship and materials to conform to D.O.T. standards and specifications.
(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) 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.
(5) Any pavement or drainage structure disturbed or damaged shall be restored to original or
better condition as directed by the District Engineer.
(6) Trenching, bore pits and/or other excavations shall not be left open or unsafe overnight.

Page 2
15-96-02
(7) Contact the District Engineer's office as soon as possible prior to the installation of
any water line along and/or under each unpaved State maintained roadway. Several
of the unpaved roads affected by this encroachment are in upcoming secondary road
improvement programs.
(8) SR 1914 between NC 33 and SR 1912 is shown as being an unpaved road although it is
actually paved. The proposed waterline crossing of this road shall therefore be made
by dry bore. Other road crossings on any other road that may be shown as unpaveA
while it is actually pave,4 shall be made by dry bore.
(9) The pavement cut required for the parallel installation under SR 1936 shall be saw cut
and shall not be more than 3' wide. Installation of the proposed water line under the
curb and gutter on either end of this parallel installation shall be made by dry bore and
shall extend a minimum of S' beyond the back of the existing curb. At no time shall
the pit wall used in making any bore encroach within S' of the back of curb. The
excavated area is to be backfilled with flowable fill up to the bottom of the existing
asphalt Flowable fd! shall be allowed to cure overnight before asphalipavemint is
patched- Therefore, the pavement cut will not be allowed on Fridays or the day before
a State holiday. The lane which the water line is proposed to be installed under shall
be closed during installation and overnight in accordance with the Manual on
Uniform Traffic Control Devices and amendments or supplements thereta The
asphalt patch shall be placed in layers not to exceed 2" in depth. A two week notice
shall be given to the District Engineer's office prior to the installation of the waterline
under SR 1936.
(10) Fill areas/backfill shall be compacted to 95% original density. All trenched material shall
be compacted in 6" layers by mechanical tamp or other previously approved method of
compaction Any material removed from the trench that is contaminated or unsuitable for
backfill shall be disposed of off DOT right of way.
(11) Dress, seed and mulch disturbed areas within ten (10) working days from completion of
work in any specific area in accordance with the attached specifications for erosion
control.
(12) This enctoachmem`covers NCDOT maintained roads only.
(13) If during the installation. of this water line, more than one (1) acre of land is disturbed at
any one time, an approved erosion control plan shall be followed. The approval of such an
erosion control plan should come from the North Carolina Department of Environment,
Health and Natural Resources. All installations in areas requiring CAMA permits or
other types of environmental permits shall not be made unless the appropriate permits
have been issued and are on the job site at each location .

— Page 3 _
15-96-02
(14) All water and/or force mains installed under this encroachment shall be installed a
minimum of 5' off the edge of pavement along all paved roads unless directed otherwise
by the District Engineer.
(15) All roadway signs are to be replaced before the end of the same workday.
(16) All appurtenances, valves, vents, etc., shall be located flush and at the right ofway line so.
as not to interfere with maintenance activities.
(17) Strict compliance with the Policies and Procedures for Accommodating Utilities on
Highway Rights of Way Mam d shall be required.
(18) Enclosed are attachments 91 and #2 which are a part of -these provisions and shall be
adhered to during construction within DOT right of way.
(19) All concrete and asphalt driveways within State right of way shall be crossed by dry bore.
Any deviation from the above shall be with written permission of the affected property
owner.
(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 road bores are greater than
6", the pipe shall be protected with a casing.
(22) Upon completion of work, the utility owner shall submit an "as buih" set of plans to the
District Engineer's Office which shall include accurate information as to the horizontal
distance to facility from edge of main travel way and depth in relation to existing natural
ground
Sincerely,
G. R. Shirley, Jr., P.E.
Division Engineer
GRS,Jr./al
Attachments
cc: Mr. J. B. Williamson, Jr., Manager of Right of Way
Mr. D. R. Taylor, P.E., District Engineer
Mr. A W. Gibbs, FTrghway Maintenance Engineer
File

STATE OF NORTH CAROLINA
ROUTE 111 33 t crgam—s PROJECT COUNTY OF TarwJpvc: .
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT
-AND- PRIMARY AND SECONDARY HIGHWAYS
District VII-Richland Township Water and Sever
atr ct o Beaufort County
P.O. Box 1027
10ashington, NC 27889
-THIS AGREEMENT, *mile and, entered Into this the t�dsy' of '. 19 t3l.
by and between the Department of Transportation@ party of the first pert{ •
District VII-Richland Township Water and Sewer_District party of the seconart.,
o eau or[ ounty
W I T N E S S E T HI
THAT WHEREAS, the party of the second pert desires to encroach on the right of May
of the public road designated as Route (see plane) @ located (see plane)
with the construction and/or erection of see lane
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 Milling 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 pert hereby grants to tin
party of the second part the right and privilege to make this encroachment as sham on
attached plan sheet (s), specifications and special provisions which are made a part
hereof upon the following conditions, to wit:
That the In.tmllettH. epeotlee, and MOM brete. of the ahaH d•re,IMd f•elllt Nil be •ceooa.ppItih.0 Ie .e-
eort4nc, with the pert o1 the Hot qrl'. Iat•.t haw lCltl NIO PR021NmMa roR a T1,0 IRI WTICe W almwAT
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ertle 'haw pal tales amid prHed•rH r, b mbtdnad Ire. lM DI,1.law rn,lnsor ere ebb Vl ll ll, bent e1
lM qry e/ IRA fbd paft.
That the amid party of lb...eoM pert bind• end obllil.in %1.o.lr le IHt111 and Ili the mnera<hln,
taelllly In ..eh at. end pprep*, CuWtt ion that it .III net lets,/... m lh H odargar I..ul •I•or ..Id hitar,
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melt. it. nowt of-01 entry.. I. (he location of the sold 1.e111l lea that lM Hid part e1 tM •.eowd "It
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_ net the party at IN...f.d pet eons. to e.edd. Av,lp, eaniolrYetlnn and air -ubse,u)el Hlnlef"" piper_
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,
OUARTMENT
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BTIDI �• �.:
A7rPEST.
_
OR TRESS Gc�a.,. f �
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^�� SewerlOf
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tct
n To°6 ton -' tact of Beeufol''Ilehlp Neter
eto the Board
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Seeond rend Sever VI1I-R1chlend
party Dietct
fort
County
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0V
y°
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—
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E 1
Ilm Smyma CR
1.1
b
LM
'v
RI.h Creek
Um
B. tan
SRwll
B E A C B A M
S A Y A N N A
saa
1925
Hi rY PoW 1
=a
v
South Crook )S-C
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Store
Im
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1
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1002 '•

NARRATIVE FOR CAMA AREA I
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
'X Riparian owners names (for water crossings)
PGSp PtiDS Pki4,e Ga,y L6
}? Or 45OX 25
Aurora, MC 279o(o
fi%%lU ' Guri-;s Brown
C/o Land D{frce
1AleverHaeuSer CoY Pay
Pr 8ok !.3 n�
Wblew Bern A)G 28563
LTFJ e Jl/,a,s
Neuse ,area Mf4 A 4.1 er
John FO ke Jr'
Rt. 1, Box 2
AurorCf-} &C, 27$rQG
D405PIA95
BEAU-C WD-7-CAMA-FORM.PMT;5
950702

1 IIA, /
im
r
11 w 113 Lai.
_ S
U Wvro Geek Ch. `
L
is
T.
R �
O I IN !4 Gerard] Chapel
8\ o
N 1713
Jlm b
Lla
Mt 17
Cou Gourtavda
I1R4. Iml • :$: �� I.e�
3 Ch.
•45royroa
114a
av
Rl h Geek
MIT
Coro ant �. '�Z�,<•:��•�,V
11AZ 6 9elr 'R ;
y jLtii I
I
IS
I tl
v Pont
R
Pont
10A. rf
om
1l77. f j� J g 4Hi m Pant
I9ae f �.
tSl •i 1945 7.6 1915
FAS/ _ \
• R s Bonwrtae BEACHAM / ��dv . 9e]b
r 90 S A V A N Sov01 Cree4 19J.
1 laar t9b 706 Fa ^ Sp,!.q Cr.
11' 1.9 lF�al I C♦, •R Ivor I6 1 t
91
B°
~ 20 7 6 nV� 1913
1B!a /Yl' [� 9 1312 1J n N.
1 /
( n W .... a y a
o •�
"
Godley St...
v
/ '< 19e3
f •Comvb
1937 b
6RFrt 'iAURORA Jwli Igle ..'191,
Npealf+'r
i V:; IOr.69R `. I y v
,7
II Cr
.I
7F
1116
cJ
�+
193, > k .o
\5
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12]e- rb y
n
:ail L
1937
]7
Idanv IL
} R 9]
Smog
1.5
'e
1927
1923
a
e _
G
U M S W A M P
7]
If]6 11
1PJ.
v
. IL14 — >24
.9
I
1926
Bevdr Grove
1.6
6
1927
ea
1927
I
7.7
1
S7R
1092
/'/•

NARRATIVE FOR CAMA AREA 2-
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
x Riparian owners names (for water crossings)
_Yancey T4ce lneir5
Glo f} -izorra Tyre Brewi.j Okl
R O, Box 65
Gutchoque) NY 0935
Rur-ne++ F. PL4-neI/
3217 N, C_., :sle St;
Ph; la del oti;ai PA l 9/ 0
D405PIA95
B EAU-C W D-7-CAMA-FORM. PMT; 5
950702

NARRATIVE FOR CAMA AREA 3
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
Riparian owners names (for water crossings)
E+Ies Allen Henries
P, O, l3 o x 96
Aurora} AIG 27$O(o
James B. Parker Jr,
d
C? Barbara Parker
3 Box 68
Bear o�--f-, NG 2851(0
VVe)ier h q e User CQ.22 f n)/
Q O, Box 13 9l
Mew- Bernd NG 2S5(a3
Meuse Area 'Manager
Max F 1 AOm sor: .)r,
5315 E ingtoh; Lane
T
D405PJA95
BEAU-C W D-7-CAMA-FORM. PMT;5
950702

Geek Ot
e. Gerard, Chapel
1133
s
�\
Cou Govroadv
^7" r'a o
,..n. G•ok. v
y
• ]IM • „o "--- J� t3 nat t
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11ALb
ve61 P \\
' \\`
L trot,-.
M Peko Y
t '
edy :.
Hutt
yuetartan
Smolt
3u/MIMIRTA
ze L� v
B E ArAN
A M
S A V N` J_ l /CIO Ir-
IL
Godley Store,
:., v
101] mu3 -11,91,
it
.MA
OEM
I �
Point � C`�
G U M S W A M P
e`pring Ge
Ji
1

NARRATIVE FOR CAMA AREA 4-
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
X Riparian owners names (for water crossings)
DQn;e) Wood hears
G/o Willizim N:II
Rt, Z
Edwa�d, A1G 2-782/
CS Pho5pha4e Go, L
L-and ofP,Ice
O 2-
urOreLj NG 27306
ATTAI t C u. 41's B ro wn
J. H, Traipp F,eirS
Goo YV i e
¢90► Wb;4-ehaIl Ave.
Rn e,gll AIC 27(o04-
D405PIA95
BEAU-C W D-7-CAMA-FORM. PMT;5
950702

C
O
ILL
11e).A tr.
1a•'p r
1�
R 1�
r
I
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rand �''tt1 \ i
'- LJ
u — POW
35
1a c1Fp
P31 r i Q & � NI ery Pdnl t
im
it 2..6
9
.3 Sv9l.rlea
1Y3i n B E A C N A M G6C�� ,yba e!
o b
I 133 S A V A N N A �F,E SouMl Creek im
y,3] Ivan Im leb SOe �*a • la Sprmo Of
1�
IV
1910
] r �°^ 1112 r
Edward i:: • 10
I9a1 11 1912
1.L t 1.) O' 4P34
:i..9 fe L y Godley Star.,
' 1L1L 143Z, b sM1JN . AURORA 1lJ3. IP1Z .• lYL 1963
� •1 q Ny]M� a%POP. e9R ': 1 y }'. .)
,e � 3 y Compb II Cr
u < Ma PND 1.]
m3A ]]
- b ri Owy 19d3 4 3 ':,.:t.:�. 'w 1922.,
N� y 1939.1A q
PAS I.0 `• _ al
J] Idana
• (r 306 d 9 92
SP3! S^1OR 1.6 '0 123 1 0
1434a I923ION
b
].1 LM _ W C U M
] S W A M P
19
,ore 1 1�
.9 9
_ G!' ] ue 19 1PL Y Glw
L e
lYi E o L6 °
•€ 'e A lfli '"� a
!4?1 1937 19n o�
\ •a 43 �
3.] �•'
Sr Prmm» SPL IO9f �•�•

NARRATIVE FOR CAMA AREA r-'
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
_Riparian owners names (for water crossings)
Dail S. .Benne4H
#t Z Valley Dr,
G 'd. NH 03z46
Liha Cd ddv
2000 Hoods Greek Rd,
New Berns A16 28 54,2
D405PIA95
BEAU-CW D-7-CAMA-FORM.PMT;5
950702

/ yt99
!113 !>
=� r
1112 t>ax
U 1�Y
Ware creek Oe
IM6 v
�e. G9rards Ompel
Crosstaads
I QL
C1>Jdm �L'-3r
N
fl
ti 1961
1
ti.
1
t� too t�
f tg T�
i J 1 Y
M Pohl i L�
Erond1
Reedya R
� � 1
i�
UK u
Y ' _ POW
S}.5
we iffii r
IM ram C
& NI or, Paint
Z 1y]6
r
7,6 L v
1943'-�
FA6
. • Basmrlan � //
14�3 't s E E A C N A M Jf(//^' VFe' C �'60• 96a
lose S A V A N N A _c6E 5aMl Creek iWal
was $
1PL tv]i I9/6 306 Fa ¢ " 16 SOrg Cn
N j d ivle `1912
10 . 0
Edward Pfi lJY1Y, 1912
it n �M1
ISSL 1� c'• !44
It .9 Go ley Store I
�y . V
0 0
142 1fiL e © ';;AIRiOM'.. LYL t9t]. 19J3 r 191. 19e3
11.54 h /.a ttytlM i;. M). ev6 R .) Camp' 0Cr
19 9m
.1 T.>
L. o. 1916
�]]
1t� y• 46 19Jy 1.0 :
FAS 10 IS ` _ al a .•`.
taoa Idalla y 1at!
Sf t 306 ! R 1 ]
13Z Smell 11 'e L i. 'o )]
_a 1.434 17i2 e b _
t. y.�: 1001
1v]6 . ._... E _. C U M S W A M P
I

NARRATIVE FOR CAMA AREA G
DISTRICT VIE[-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
X Ripazian owners names (for water crossings)
!::3a rnue l wriq j1'i' , lJ, Hooker,
57 Sa;mt Ma 9 Ave, & of n G. f400ker,Jr,
6rooklAN 112l7 P0, BoX 278
—� P (A roral A)C 27 80&
PGS }7{�os�i�aie l�ov,- 4"y rw—. Henry Harp's beirs
C/o(]{'�;'cC ' "7 G�o Menry HArri SJ �F,
P.n. Sor 425 32-81 W11wood Lane
A"ro ra) MC, 2780A uJc u.5+aj &A 30909
ATTAII Gur41's BrowiN
D405PJA95
BEAU-CWD-7-CAMA-FOP-M.PMT;5 950702

Y J
u�!
,�
' P
LMI
2' kl llJ3 141 I I
t U lJ.LI W°ro Creek CI. Ila
h' Pm
v
1,2 ml Po:11 Lr
Itlo yy� q9
WY
lrOi..� i
i
1!f!
OZ 'Io' SGe.crd. aepel �+ / rAs Print
1933 fT '°" u 'sa' �4
LLIP�`-
v]e
),\q I.a Cc. Croaroeds :+7 i lold 2..6 'L
'6 !°merlon 3 ; rti/1 lEtd R B E A C H A M
e aJ rid
e GI �Smym9 U A•� + Iv S A V A N N A seeC
�EF,� ds reek 1! 1
1LZe G if
�? _ Longs A
1.1
Blw,,h Creek l4Dl 1L 19]a •F Ivb 306 o itOf
111" !% ;S•. N 'IP36 L9 �e�Pa ' c' a .� Ivor �n sPme MI
(� _ 7 a0 ,�(
II I9Je ~ 1 (/� t)' 1YJ7.
Edward Jpy 19112 1.7
Ivi• LM
1.5
.9 Godley sroro.
A �
m 6r l9L w (pZo 0 b
h 1L ) 6vt4N �: AVROrtA'.. 'ol] lYa .• �v�� I9e
I I W n I934 9e . N0e'N 1 yk: POP.696 l al h v ,a ComP6 II Cr
v es
].)
,H' a ..
f13 1.0 rYs ` ei
199 - 1937 1 t� b Y ], l a,
1 ]
a] IdePe 19 ^ rule
$owls 1.6 .6 s b . 3r2
\ aPS 14.34 f° 96 sag 1993 1. D
a j �a
M S W A M P
�G U
y e aA 19]6
1.6 .] 9 t922.q ~ 1}]6 teas
C .9
J G
Ct ' �8 19 Beedl rme
\ ^ 19a6 11271.b
]s°ls' Pre.mh 1yd4 mloo] �•

NARRATIVE FOR CAMA AREA %
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
X Riparian owners names (for water crossings)
Gs Ph Co an Inc,
L a - d 0FP; e
P, 0. Box 425
Auror-a� NG 2'1,8
A Gur+iS Brown
D405PJA95
BEAU-CWD-7-CAMA-FORM.PMT;5
950702

1�•� . C°re and -4�
?` UU uu
Co-S llll Ware Creek O. U47 �6
' 1w V f.7 m Pdnt ' yr
1itata �;7; Im LL
,S.• I a r :i R
Ul£ JY7 •v' ° Branch
r Ot..� \ t
,la SlJ
x
`e, Cemrd. Chapel �+ / �0y TAS _ P°nl
04v Utz
e T n
111E LB4 1l71 K. P°nl �•G
z �77a
r
fAt 1.7 Co.. Cranroad. :St i• 1L! 7.6 1P3S v '�
u➢C.Um
:+i �� I,e� :� , BemeAan �TAi ��
H S A C N A M
��j e.)
� ,':f 1P71 R •e . �4
.�- eO> y
c I'I ltoe - 1933 S A V A 'N N A �6f.� Bwih Creek ]4
.? S
` l $
Blanh Crack �; lft Iv,] 194 ]06 Ie9ea x
n ATE SprrvB Cr
11074 y j d 1110 ]•p ��
11 11oe J WAY Edward 1943 /fir 0 191]
0
1 t� v�9 1L F• tvoe
TlO 9 LL _
. sir 9 m � 7 ` Godley $lore,
° h " M ... .v
is I9e31947 1ILU 19I5 L
Sffi �' 14.7!< n •v Na" {:!POP.59e 1 ] .l v .]
v y Cvmpbell Cr
33
• 1100 PAS 1.0
t937 1. 1918 G 19w
v\ 1v03 � i 1093 Idalla , Ivia ]
3" Small 65 .5 .e 19 1932
\ 1 Ve 1934 r 1921 -'
_
IW
v
t3 23J
S W A M P
La 19.30
]e G U M
1933 3 19I ] IV34I4 v .9
Gt' a 1 1 1M '
\ ~ 193A b �, Beath
Q F LB
1Y3Z
\ •C � 177Z e� I
35'I5" Prewen 1926 Ipm I '-�-�-

is
NARRATIVE FOR CAMA AREA $
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12.1 Property owners names (for AECs without water crossings)
X Riparian owners names (for water crossings)
GS hGo" n nc,
Lamed Pin
P, o, R3 z 4-2-5
AMrVngl NG 2780(o
A : Gurh'S BroWr7
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;5
950702

U.11 ...� ba 'ew ,1M } v,\
♦ a
o-w 1� 114E!�
Cx 1� Ware GeeY 0. 1191
1:m
^ > V
1,4 ra Point yr
Ills :!. 1051 Gi
am.•L.9.2 qa P Ready �' R
Brandi0. . l
e.
JZ ll9s 1Gerarde Chapel + fAs pow
14II2 Q ` 4 C M6
llla ]1°„ Z If22 ram 1 t b ,C n O NI ry PNnI
rot I.R CeAe Gvuread, ;_i i Ives 2.6 141i r
9 11➢i 3•. rk i ILi iP33 R 3 BalaM111a11 B E A C N A M 4a9°�.��joO• ee'
0. ]] r v
3,r 1 6;•. V •e `' S A V A N N A / ��t< Scam, Creak 1_901
P 1J34 Ci
�a
IangS l'
Cr
Blervafi Creek 1t22 1PJS Iv]a }�, ]06 o F
•Avy 6 SPlYlO
1 �71 V �. .�• O � 1.9 ff •� � 1�
SLY < �/ N B,d t1910
.2
~•� •9 N'•Ir Edward Ives /, G Ivly yy� 1� ry
!� t� 1/
114i a �• l� �� ` sae _
�Y21 I9fo
Godley Store
w
w ry `o a 1 1 �• Iv�e Ivf]
143E b SIS91I:; AURORA 31 IY12
LD n 9.14, q ry ] /c• Na 6f 5 ]i%POP. e9n 1 a 4 .] '• Cam b BCr
P
\• it 1434 a' o33 AN AH° 1] .1 •2 ._,. p. ::., 191e
143e to i '..::,:; �.1923
•\•� d� Y 15 IW 1.0 0
11� fAt 1.0 _ a— yal '
1003 1003 l4R Itch! b y ':� laoi ]
•� ] � IdaM Iv1e
1A G 3M 3 .9 Iva
•\•\ / 1�
99s 1� �. a Small 1.5 'n Va3 1. O
. 1479 L� o J !�
`0 PG 14'+3 u C U M S W A M P
193
it 14]l Ilv1 9 ' 11 Iva
] ~
•\ e
C y .v
192,
Bead) Grnee
E 1.0 p
e .6 '6 142E 4e m
142E 192E rv4 I
/ ,o •\ C 1931
n
�.JJJ A• ]S'IS' v PrexaB Me w1002 I /•�•�

NARRATIVE FOR CAMA AREA '—
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
Riparian owners names (for water crossings)
P G S Ph os p6+e. Gal, Tnc
Land 0+FFice
P 0, Box 4-25
Aurora, AJC 27 FO6
A TrA) G u r i-is B r-D w h
Qler,e Pall Wdliamson
P.D. Box 171
Aurora. MC 27806
Roy /norrinn G.
Mary _rA4rrin.74on
2-301 Gc ld pock PC],
Rocky Moues tJ AX 2-180¢
D405PJA95
BEAU.0 WD-7-CAMA-FOP M.PMT;5
950702

DATA
C
S W A M P
41

12
NARRATIVE FOR CAMA AREA l0
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
.Property owners names (for AECs without water crossings)
Riparian owners names (for water crossings)
A A;e SP;vev
Aveer Lee Sp;vey
2/ 56o US 4-2(S,�44
S;ler C;fy) NG 2-7344
W, E, M;ller Es+a 4e
314 Golle9e Ave,
N%ncL#144-on. IUG 27889
D405PJA95
BEAU-C WD-7-CAMA•FORM.PMT;5
950702

U v::
t JO6
tllx !I 116).b
1111 LIYt
e
illl Wan Geek Ch 197
U 1_ '� V
') ' Ln
.7 G.
1�% M Point ,os) �
L 1147 14 Ret.0
e• lrmndl O�_4 i
1�
OZ 112 tee. Gerard. Qlepol el fI+• Pont
8V ti 1L e 1433 5.5
19l v o 1 6 C�� Ili ory Point 1 �.
t 0 Z 1936 s i
r
ry L7 "1 Con Croon dx :?i i 190 7.6 1945
INS
4 1195 '] 11 E A C N A M e. ea 1
]]
Sm7meC1,. A4
S b
1'1 �.e . S A V AN ATA �6E�Cf°ek
e 1100 -. 4
�4 loops °y
Bleu,h Creek Ina LOA 1932 194 Iv9) JOb o F 16 SprS,Q Cr
Py
12
112s Y't•'6: �. 1438"1 G y I11
1.14Z m r� ' 7 d 1910 1p
0 �,c
~.! a w.tr Edward 1tvn /t f `\ •"V • 1LV v, �'ry 1;1
I y V 9e6
11D9. ty31 .o t.e v
e• 1t32 :il .9 b e 7 = ' 6 Godley 51ore
143E a xy�xaN }All[tJRA li is Iv6j
11" ! ^ tvl .0 N� ee y tc 10P.b96 , x ,1 'u .) Campb If Cr
e AS a
\• �� Il14' e9 MI LT ,t ,T r: l '::••..: 1P— P
b Cf4 IQae In i '. v. i+lf�
1997 1937 1 1939 '� ]
7 IdeM , ,ele
•� 56 U ]� $teen a
.e .s , )
1z a 1.5 l4331923
4 V Iva?
12n7
�]9 � 1937l 4 IA a Ivy Ira 9 '. t3 Iox w t 71
C v
J Cv. .a 1 b Ne 13 t� leodb Grove
1934
7
O
1.B E g A 143E 4e N C
197z A 1927
� QA4 I
G ,\ ].x i
1 ]SMS' Pre.wM 1926 Ptom �•�•

Nv
• ... �&�\
14
196ell
F, k1l,
S
11
Hickory Point
Reed Poi
X3
- I
4 �5�
I
X7

NARRATIVE FOR CAMA AREA I (_
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. _Property owners names (for AECs without water crossings)
Riparian owners names (for water crossings)
W. E. M;11er ES+:,+e
31+ Colleje Avenue
'V iasi;",A+00 NC 27889
Tf
U11,111,001 N. Hoo k;.4s
240/ Je%rersorJ L)-1ve
Greenv;lle NC 27R58
D405PJA95
BEAU-C W D-7-CAMA-FORM. PMT;5
950702

U:®- , Jlt
Jlli :,
t � ilia Lusi
C� Wan Cre9R ""
n
I�le//rr,
114 JJ33 I q4
w �
O rlv' `k Gerardr OIaP°1
0V o
v 1933
11R4
1110
Con craFaaaaF
tJ49. not ' :�: ♦� I.a�
a 1
> IJI
it 11 ,Ip�^Yma Ch.
IJ.4g
N
lleunn CreeY
tin v,
sz a r•.
C.
3G6 A,
11dZ tip
a •a i
y 14.1 IOl ry '
pp Ia
I�
'C v
R! 193E 4
:h R
fi
V ` M6 a3 JJlQ4
I9iE tam j b M rY PWnI 1
d � 4
2,6
r
rAB
Ravrrlan `F � •
143i n 'a B E A C H A M
0
vy
S A V A N N A 6E� Sw*Cwk .r 191
1LN, xga i Spring Cn
�'lfi4 u 1l3i 1434 1.9 P Ivor 1.e P
31
r, 1 g'
dward Jim yplpr yL 1.7
VJ. 14L f` iP34
��
•1•
11 .9 ~ In� n 9 ' �A' Godley Sltua,
'LLL 143E b tBRxN �«AUROAA �' JJi 19>_i r 1914 is 1163
9 ray' Noallr+l, ✓•rotav6 I 9 v ,x am Cb II Cr
1 of 5 P
y Il;Q
I ILL 5 Iylvr1.0
y 4 .
1� 193E 1 1934 i b •'I L._ ).
y
Idalla Ivle
`3 r, 306 b 192
J£2Z
34 to 1334 L423
1913 oa b _ IM2
1933
is a -> 11 s34 P Ig6
9 D
GF' b 1 19" 1926
a ^ a Beadl Grov°\
93S
6 a 1.B L
1931 19R 1927
3.2
Preu°n � loox i'/

NARRATIVE FOR CAMA AREA /2
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. -:-Property owners names (for AECs without water crossings)
Riparian owners names (for water crossings)
OM-+cheIl E,1 Lobersoh
6.Breo4cL S. Roper-soo
P+. Iy fox 26-C
Gran-66oro/ n/G 285217
Horl-11 /V. Doua l4s
& vv;i"%e Douglas
�uro a.�IVC- 27806
D405PJA95
BEAU-C W D-7-CAMA-FORM. PMT;5
950702

(A-
�Y
rg
p V
\sppema Ge
JYI-
C U M S W A M P

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
X Riparian owners names (for water crossings)
Ale- llre M;I Is
p o. 13ox 1 s 6
AU.-or4.
Aur-or'LZ, V01"M 'eec_ ,, iJept
P. 0, Box 131
Aurora /JG 272o(o
IV P'I l; 4kn F, Grissom
R}, 8� Box 3(67
K;.� NC 285d 1
Mary P a
c/o G. Voy
P, O. Rex 10 4-35
Soul-%�rf� NG 28461
D405PJA95
BEAU-C WD-7-CAMA-FORM.PMT;5
950702

4 flat
1103
W.. Creak Ch.
J tea Ge,.rds Chapel
0
IA,
Cou crmnmd,
:"a OIL
IL h Creek
306
j
31
1743
vim/ D
Ind
rao ;a
f :tl
ri Part
Im R
115 Pant
5.5
M III q POW
,�yi a x � 141 2.6
1
9
E A C N A M
V A N N A BBB Swth Creek 19 01
lui w
6 Spring Cre
2D
im
P ITAI R; 191. Im
L Godley Stor..
LUZ
AUR 1914 1963
Camph II Cr
.2 .1 .7
M6 FM
1913
1003 1937 1 Via!b 33
r-� T 30 A 1922
M2
im G U M S W A M P
129 1923
JU2 .9 1IL6 1 24
1?24 .9 .9
6 Bead, GnW-
.6 .6 A 1927
1 1 1927
Prermh
32 im 1002

NARRATIVE FOR CAMA AREA 14-
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. _Property owners names (for AECs without water crossings)
Riparian owners names (for water crossings)
jayee. Buck BUMCN
PP O Box 45
Bloc.nts Creekr AJG 278/4
;
10 R 13 '8eXV1 Dr%ve
(l� NC 27foO%
8 14 W. 3' St
AT AX za5/3
Grve-ha1 Beach 1. nr,
P. 0• Box 15
Blo"n+s Creek AJC Z-781¢
Dowd N. StwJik
R/�+. Z., B,,orrx 12-7
A, rlP /U C Z$5/3
D405PJA95
BEAU-C W D-7-CAMA-FORM. PMT; 5
950702

Creek OL
cgi-.y .1 Gsrerd. aePel
�v N
Im
J LQ4 y
111a
F4S ).] li
Cwu Gouroad.
o �
1Ji
..smvma 0.
1731
D]
IN
ti 1Pe' •P
° L
v
P^I^r i E
Boneertan
B E A C N A N
S A V A N N A
1912
PIx
1912
32
m I
Preuntt UM rm.
� sadk
store.
Paen
C U N S W A N P
ie, Spring Cr,
I7
\ 1

NARRATIVE FOR CAMA AREA 15
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
X Riparian owners names (for water crossings)
Leon LJ, .Bonne, M
2Il Ave, ton Or;ve
Greenville . &)6 27 258
07o othv L, Bonner
G/o Leon D, Bonner, 221
2-it AyO ION Drive,
Greenviile, AIC, 27M?
Iler 55iu+e
d E-1-1, e I B, l�l;ller
314
College Aveiiue,
W45h,n,5 n� NG 2-7889.
D405PIA95
BEAU-CWD-7-CAMA-FORM.PMT;5 950702

UA1
R f�I D
.!.,Core
N
D
111E %!!O.
W Ware Creek OR 11a2 I00
1.2 ' n'i Palm
I'm R.,193z
t1le 1�t 1a 6 assay
bald
wk
bZ 110e �a• Gerard, Chapel rh / M5 pa:e
8yry Im A JOy 53 Ime
11 1ffi im r a j O. Ni 7 Point
La i �f
I OJe a. �• -._. _
iqS L1 ;Sl i 19•J u O
�-� Cau Croarmdf _ ].e Iv
1199. L141 i I.e� ] ff3'-�
a M1t .` S Bareortan
S 6 It 19d3 � B E A C N AM d o �
]] �� ec1
ASn'yR1O °` A,U 16
1.1 ' ��• Sadh Creek
e 1144
�4 \
Blwnh Creak �i loops
141v Ive6 306 ally � � F 16 Spring Cr
r; t,• llSS 1f33 14
1107 4 l/ j ) d 1910 �0 \
P Edword 1ml A .? 1//�•$JG r, 191 n v�
Ivl .•• la
1108
t�h .9 >o y - R Godley Srore _
we
n I9e S41L o ..rt SO i,AU[dtA '.. Ito 0 Ivl: lit r vie is we
1� ^ Lip h ie NaR1^ ii::POi.69e +. tW1 a y .1
Camp6 II Cr
1/ IP36 o 000 .1 :} :::.<•: 191e E1S •J
1925
1.0 frs al
1937
�\ ICU, W Ida0a !
'\v 1A fi 1934 306 Stroll .6 '6 l� .6 19 • 1929
ice
V2 1. o
. IJ00+
1 J i Lto9 .3 1479 1.1 * Si3
1 J
C` .9
.• C < 1 e wa 1 9 1.� Beadh Grove ..
WO193.6 . A 1.0 1927 4� NQCQ�
n
1431 1927
V
]5°IS' PrBo an L00
L4 mIJ �'�'/•
A-

NARRATIVE FOR CAMA AREA
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
_ C Riparian owners names (for water crossings)
PCs p6cpba e Co, TN .
nLan pD{�; ce 2
ox
&r-orgl /VG 2780&
ATTAI: G4ri7's RrOWh
W, E. M;IIPY- Es+a+e-
314 Golle e .4ve,
V11as�1JG 27889
o4 v L. , B o n
Clo Leon D, Bonne&j=
ail Avalon EVive
Cvreenville, NG 27052
D405PIA95
BEAU-CwD-7-CAMA-F0RM.PMT;5
950702

d�1'
ti
2 yj un un
t�jChi .., Wtiare Geek Ch.
--
]06
t ere Dint , \a
N
� r
I ,� -
V
I M Pdel r L�
1PIL d Gk
earll
LL R
• J r
"6 Ss
I4]2 ram i Q QPp� XI o7 PWm
147b. e.41111 ..._
tm 2.6 '9'5 d ��
;r S Ito rtaa -..
L47d ^e B E A C U A M
4��ava, v6.
00l\ Soude Ceek l9
ys� g A V A N N A ,(
`p r. eip lr
1PL 1932 194 306 �h1 r C 'r t6 spring Gr
L \u ; \
dward Y 40 •] /� S0.3 11 1
~ m n '' Godley store- «
1947
aLUO
19
Com b II Cr
P
2.2
' �' a e1914. fAl •J y
b rtr i• ]]
PIS t.0 - o yal
ca
IroJ 147E ' 1938
IdaBa 1 ] ?
J06 y ,B
Small 2 'B 127 1, n 14ffi
347d l4]3 a _
a
I9J] iyl 12� ^ 11930 a] 3LxP 1) u G U M 5 W A M P
193Y .~ 11 Eli
9
9
Gt' 1936
Bead) Grog°�
YL 1.8 16) �
� +s_zl 3l72 s>t
Pr ft im 1e99 /•/

NARRATIVE FOR CAMA AREA 17
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
_Riparian owners names (for water crossings)
_ Gleel-i'p
clayy Lnn �2irS
__ames D. Ada %l
Rt. t)
Box 323
Il_;
I
aJNan�C,Sy Hoo FEr-Fyndall
A� AurnreLJG .2780(a
R 0, ,box .356
i
fiu ro ra, A/G 27$06
La l a
B. f au. I
I CS Pliosph nfe Co,,T G�
R+. ) J
&X /b %
Lana O�lce
_ Ec-1 w4,-.
rl/VG 2782 /
P. O, Box Z5
AUrDra, AC- 27?06
A7-M .' Ci ci r'i-iS 1� ro tUh
W
er
P. , Box
13,1
1Jew BP.
n IVG 225/a3
AT -TA):
Gharlle Williae s
Neuse Area Al,Y,aaer
D405PJA95
BEAU-CWD-7-CAMA-FORM.PMT;5 950702

Croak OL
J` Ilo' Gerard. Chapel
�yN
a tsl2
im
111E
fu ca
Cou Cro]noade
m llos
4 3
S 'j1
�Smymo O:.
r.l
b 11W
RI.h Croak
i
C
O
1 1,
a P.W b
1957 7 C R
1
INA
r 6 NI ry Pdnl 1
;s7 3 19�7. 2.6 v.e v
PAS —�
3 R s SameNan E E A C H A M Gp.yam vee
+ A V A N N ���' Sash Creek T L
Godle] Slore.
!L o ..rtsnvN OR_A
12L w 142E —
33
1. ' I
m IProven 32E loo]
C U M S W A M P

NARRATIVE FOR CAMA AREA 13
DISTRICT VII-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
Riparian owners names (for water crossings)
H41 W. s+;lieu
l05 Pa. 1 r;�J9e Rcl,
Lowe G. R ran+/ev
R-i 'I.) Bo x 23 9
Ed�NG 2-7 8z/
_PI-lorn Bonner COX
P. o, Box 85
E.Iwareiy AIG 2`7$21
P. B. I'u , s l u ll heirs
c% Helen Tuns-j-all
o L' le Rosi Dr.
ewt3ernj NC 28562
D405PJA95
BEAU-C W D-7-CAMA-FORM.PMT;5
950702

• .Car. 61.1
1111 /� 11lLf t�
tiun
(4f llll Won Geak CA un
3=n rr,
q
uu ;�; :I? im
r rir4 •:• 1191 s" 4 eruleadr O���
as
2 ~
O JM S G.rardr M.Pol Y.
0V 0
v
11kV +� tt>i
1112 Z
Iy 1.2 Cau Cronr\aadt (3l
ll(k U21 :ii
9
d?SmY. O,
LI
P 11➢P
v av `P
I/.
-_ --
I I
I
* ve�
14,
306
I
I
r
r
II
V E t
R
I
r( I roll
6!
]06 iRU
nl .r/ raNr \F
1..f 2.6 All
Saaer Creak
1 Spring
C

NARRATIVE FOR CAMA AREA / 17
DISTRICT VH-RICHLAND TOWNSHIP WATER
AND SEWER DISTRICT OF BEAUFORT COUNTY
12. Property owners names (for AECs without water crossings)
_Riparian owners names (for water crossings)
Lilllor, Wler-
Rt. 2 , .8o-x 9
AurO CL . AJG 2780.E
Bell M. SheDoa> cf
C-/o Doro+l,y 51, a pT a, ql
P/�� /+. 2. 8ox S
J?l4l ?� a_, AIC 2790&
n kocwv owner
Previous -t—n x records
show he, s of W;ll am
HQ,dy as Owner
Ellis E. Ireland
P.O. Box 154-
AL4t--or•ai Ain 27BO�o
D405PJA95
BEAU-CW1D-7-CAMA-FORM.PMr;6 951127

'�)UU-)
MCDAVID ASSOCIATES, INC. ---
Engineers • Planners • Land Surveyors
CORPORATE OFFICE
[phone] • Fa (919) 753-72M
120 N. Main Street • P.O. Dn 49
Fu ville, NC-27828
May 30, 1996
NC Division of Coastal Management
1424 Carolina Avenue
Washington, NC 27889
ATTN: David Gossett
GOLDSBORO OFFICE
[phone] • Fax [phone]
109 E. Walnut Scot • P.O. Boa 1776
Goldsbom, NC 27533
SUBJECT: CAMA Permit
District VII - Richland Township
Water and Sewer District of
Beaufort County
Dear David:
This letter completes the known outstanding submittals to obtain a CAMA Major
Development permit for'District VII-Richland Township Water and Sewer District of Beaufort
County.
Please find enclosed one set of executed easements to encroach on private property in CAMA
areas 4, 5, 16, and 18. The CAMA areas and the applicable easements are tabulated below:
CAMA
AREA
EASEMENT GRANTEE
4
PCS Phosphate Co. (2nd Easement)
Catherine Minor (Emaline Boyd heirs) and
Napoleon Minor
5
Lina T. Canady
16
Pattie Miller Dixon (W. E. Miller heir)
PCS Phosphate Co. (1st Easement)
18
Lovie Brantley and Lucille B. Marra
Thomas M. Tunstall and Trula Tunstall
y�
CrCEIVEO
JUN 3 1996
[; i,INL
tNiIIACENIENT
D405PJA96_
BC WD-Vn-CAMA-960530XTR;1
960530

' Please find enclosed a copy the letter from NCDOT granting an encroachment permit. There
are no other riparian easements for CAMA area 13.
It is impossible to comply with item number 2 of Mr. Huggett's letter dated May 6, 1996,
regarding the Department of Administration easements. The Department of Administration requires
copies of the CAMA permit before they will grant their easements. (See page 80 of the 1994
Environmental Permit Directory.) I have contacted Mr. Huggett, advised him of the same and he
verbally dropped compliance with item number 2.
I request the CAMA permit be granted at your earliest convenience. Please advise as how
I may further assist.
Sincerely,
McDAVID ASSOCIATES, INC.
Phillip J. Abeyounis, P.E.
Farmville Office
PJA/lcm
Enclosures
cc: Mr. Doug Huggett
D405PJA96 - 2
BCWD-V11-CAMA-960530.L7R;. 960530

a/
NORTH CAROLINA .
V
BEAUFORT COUNTY II�
THIS EASEMENT DEDD;_lkade arFTIL1417 n this the 2,1
day of &A-1 / , 1996, by and between LINA T. CANADY of 2000
Hoods Creek Road, New Bern, NC 28562, hereinafter referred to as
the "Grantor"; and DISTRICT VII - RICHLAND rTOWHSHIP WATER AND` '
SEWER DISTRICT OF BEAUFORT COUNTY, NORTH CAROLINA,pa body politic
and corporate of the State of North Carolina, P. O. Box 1027,
Washington, NC 27889, hereinafter referred to as the "Grantee";
YiSTH'S&gSTS =
That.Grantor, for -and in consideration of the sum of
One Dollar and other good and valuable consideration, the
receipt of which is hereby acknowledged, does hereby grant unto
Grantee, its successors and assigns, the right, privilege and
authority to construct, operate and maintain a water system
easement as may be required, upon, across and under the property
and easement thereto owned by Grantor located in Richland
Township, Beaufort County, North Carolina, more particularly
described as follows:
An easement ten feet in width located on the Eastwardly
side of SR'1912 at its point of intersection with the middle
prong of Bond Creek and being the same as platted on survey map
dated September 13, 1995 entitled, "Easement Survey for District
VII - Richland Township Water and Sewer District of Beaufort
County At Bond Creek and NCSR 1912 (Part of the Line Canady
Tract)," by Willard F. Jefferson, RS, to which map reference is
herein made and incorporated for a more complete and detailed
description. Such easement ten feet in width shall be for
purposes of a water main line with permanent rights of ingress
and egress thereto from the .Easterly right of way line. of .SR
1912.
Grantee shall have the right hereunder to construct and
maintain a water distribution line and appurtenant facilities on
MAY11 A MAYO
ATm MHOS AT SAW
and under the above described -property and easement thereto
WASHIHATON. NE
.-
-'�N OAY
EITEYB[R , 10 Y0 COQInBBTS Y YIOnO0r5 • t.an" Surveyors,
IYNIa
Je��AN!
' INC.. Foimville, N.C. Y Goldsboro, N.C. -'
'NOTARYSURVEYED B'iF r. AYONC IXO OS XX
OAfLE O. BI�CR ,
MY COMMISSION EXPIRE!
11. 15- (! DRAWN BY O. BXOCX JOB NO. 11052
1
H aHH no.v..e

-A.1 �1 j kk.1. ,pp
Q.
a1� uf �p fi tkY I^s1.
r'JF". 1. .. °•ti^!h� ti aLY�1TN ,Y.. / It v iN �' ..fit
1 nWn r i[ii°IY AmILiaY° Ili°'WM14L
' 1t1{ r p11 In \ ,1 • , }{ 4 -.• 1°. L.IaOa, CYfIIi i1N.T iYli rYi 1• d \'r11rYt1 )'I'•
+Y jID, A n,l t t . t I T[1.T lr I4'Lim IY M111vi1011 °t \ 2YYit p
' a, °'+ i. `. 1 + 1%.:>ll+ly� 9 ur- �: f �, •y y i • ;� 7oTmrRrrwuym rY\r n mNmOuim u re u mnuas� r ,
Y t tl•Agdr '• la 1'-. ,'Tug�/T//,���/m r\stY> Y.�` - I, .
a D •m� . Ana ` »I\\ T aL.11'i L F . �///� f
i • mi • T �. nuur r. avro,a vTnm wR w\TLIu
P
DISTANCES SHOWN ARE HORIZONTAL
' ENO NTAL
vicinity •Map. ,t. ,._�„s 9Ty �:,••I?.+; j:•...:!•OROUND MEASUREMENTS.C-Pr.riAt'C"' '
1 Fa. 1 DiI.E:,.11 4 31152me gg,, �rcj, hr- Or L RS{ 1lir t, l .,KF•: 11 n;+.. ++, h.I, -,
,i;` 1,+6 -. y 11 t„ r 1 / 'yvf?:;fi>7w. ii's4•=I4 1fTy$ �;ry P'S w^l. .!find„t�! rA•^it r �C t',L'i ?:: {I'' P
t f.r hf:^ ha lr. rq to+: iT , +
J If ny`• . f . r.T r; Lr.:.,.,.K1Thh Sit 14�+ all-1. ND oe
..•jr,d 4C C'.i Ali 1•b ...tT L yl;,y+i S'.i
j.
.T .•) .:An C `T! wl?ry !Idy6 '.i.::T Cv.:. t
•,q, I 3344 abn[E 10E NCSR 1913
NCSR•-
CONTROL ".'.�tl I'I1I, .' •. a CONTROL-
-
o _'_.�:1- I I I I MDIQaa_5�•E M7AoDALan,/1NIP -
CONC. MON. 11
NC GEODETIC SURVEY
STATION MAYO RM2
X- 2 Sol 919. 669,•
Y. 576 579.567
HAD 27
,EAL
1972
'b.�-V'I 4 ayla. tJ+,�o.�w. 524 24Y3B•W� °
3 49.247• Sly 13.7 521E44.5'SW , er 569 17�07 �E
S17°•50-39v 10.000,
...
zo zi
f i:. `1 wrT7r�, ♦ ei r ?.t ^•: •:
LINA CANADY +
7 TAX( MAP 6557, BLOCK 36a
- PARCEL 4123
1, WILLARD I. ACFFEIISON, CERTIFY t
THAT I SUPERVISED TIE P[RFORYANCE
OF THIS SURVEY AND FLAT FROM DATA
RECORDED N SOON SEE ►ASL T- IfLE l 4
THAT LINES NOT BURVETEO ARE DASHED
WITH RECORD DATA SHOWN 1 THAT THE
PRECISION IS 1/ IO.000KOYI THAT
THIS PLAT CONFORMS TO 49 47t110 A$.
AMENDED. '
WITNESS MY SISNATURE , REGISTRATION
NUMBER, AND SEAL THIS 13 TH DAY
NORTH CAROLINA. PITT COUNTY.
1, A NOTARY PUBLIC OF THE CDUNTY'AND
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON , A REGISTERED
LAND SURVEYOR, PERSONALLY APPEARED
GEFORE NE THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING
F INSTRUMENT.
WITNESS MY NAND AND OFFICIAL DEAL,
RR ,THIS 13W DAY OF Be EMBER .1,95•
OAYLE O.S CK , NOTARY PUBLIC
III COMMISSION EXPIRES I6IB•f!
t.'�GCAROj/,,SEAL
15TER '•29 ':'
L•1405 =
��yos�yo?yo2'.. EASEMENT SURVEY FOR
9RU p' 3EFF�0, ''DISTRICT VII- RICHLAND TOWNSHIP
WATER`AND;SEWER.DISTRICT,
of '
BEAUFORTt COUNTY
AT:BOND CREEK'AND-NCSR 1912
PART;OF%THE-LINA CANADY TRACT. -
PAR C EC4 1'13,'4BLICK 36. , 'TAX MAP 6587
PUBLIC RICHLAND TWP., BEAUFORT COUNTY , N.C.
SEPTEMBER 13, 1995 SCALE I"= 50•
lI COUNt1�\i°4' . BO• Ad Be n' 10. 0 'Bo• Sod
't Iff A
�� . AA.. nnvin ASSOCIATES, INC.
SURVEYED
Farmville, N.C. G Goldsboro, N.C.
` rnf m
1100323

together with the right to inspect and make repairs, changes,
alterations, improvements, removals from, substitutions and
additions to its facilities as Grantee may from time to time deem
advisable, subject to no adverse injury being caused to existing
vegetation or trees as may be located in such above described
water main line easement. Grantor agrees that all water lines or
other facilities which form a part of Granteefs water system and
which are installed on said land shall remain the property of
Grantee, removable at the option of Grantee so long as no adverse
injury be caused to then existing growing vegetation or trees.
IN WITNESS WHEREOF, Grantor has set her hand and seal
the day and year first above written.
p�•rri!'4U `\Fvt"[^i""V (SEAL)
L NA T. CANADY
NORTH CAROLINA
COUNTY OF Ci1w.r
1, ..emt�� i j�t,I�t� , a Notary Public in
and for the Count'yynd State aforesaid,, do hereby certify that
LINA T. CANADY personally appeared before me this day and being
duly sworn acknowledged the foregoing water line easement for the
purposes therein expressed.
Witness my hand and Notarial Seal, this day of
P1996.
.
y'ii%..•:: .._;.•','` �'' NOTARY PUB C
My•�dh-&16sion Expires: C/_//_9G
north OarOI1OA
��ort County. Cortifioate o
Tie for Oorreob
h'e
.notary TObllo0ot rie Palle ialare 4ertlfieS to be
this instrument was presented for regleListioa ead.rOooTdia6
In this office a
ATroxxtrx AT LAW This
Book 1R' V pegs / —•�: r'ktats .tr r..ID
i1 rel
MAYo L NATe�,• Ibis day of"'
✓)
�—
xAeNIxxTOM, x0 nirlt V, mixelle +" Deputy be61 tel:Of BaeG! y
Register of neeAs ..
�v`

MAYO A MAYO
ATTORNOTA AT Ulf
WAPNINGTON. NC
is
NORTH CAROLINA
BEAUFORT COUNTY j+ '
6 Flyv
l
THIS EASENEN JI D,/Ml aldn3 ,� e{�ec� into this the 17th
day of April S , 49,,{`b¢ W[: between T.OVIE BRANTLEY, of
Route 1, Box 239, Edward, North Carolina 27821, and LUCILLE B.
MARRA, hereinafter referred*to as the "Grantors1t; and DISTRICT
VII - RICHLAND TOWNSHIP WATER AND SEWER DISTRICT OF BEAUFORT
COUNTY, NORTH CAROLINA, a body politic and corporate of the State
of North Carolina, P. O. Box 1027, Washington, NC 27889,
hereinafter referred to as the "Grantee";
H11HEREZIR:
That Grantors, for and in consideration of the sum of
One Dollar and other good and valuable consideration, the
receipt of which is hereby acknowledged, do hereby grant unto
Grantee, its successors and assigns, the right, privilege and
authority to construct, operate and maintain a water system
easement as may be required, upon, across and under the property
and easement thereto owned by Grantor located in Richland
Township, Beaufort County, North Carolina, more particularly
described as follows:
An easement twenty feet in width located on the
Southwesterly side of SR 1949 (Main Street, Edward, North
Carolina), at its point of intersection with the Northwesterly
edge of, Durham Creek and being designated Parcel Number 1 as
platted on survey map dated September 7, 1995 entitled, "Easement
Survey for District VII - Richland Township Water and sewer
District of Beaufort County - The Durham Creek Easement at "SR
1949," by Willard F. Jefferson, RS, to which map reference is
herein made and incorporated for a more complete and detailed
description. Such easement twenty feet in width shall be for
purposes of a water main line with permanent rights of ingress
and egress thereto from the Southwesterly right of way line of SR
1949.
Grantee shall have the right hereunder to construct and
THIS Tnl_ DAY Of REPTEYDER
di{ 0. CR . -camN NOTARY ,—PUBLIC
- 60ion
MY COMMISSION
[SPIRED II •IS •fm
"1:1"J"mu,Is D. L,,,u 'JYI YCYYID
INC. Formvllle, N.C. • Goldsboro, N.C.
S—
URVEYED BY F.DYRNS
------
too
UDD no.

IM •
M n i•
Vicinity NrM0p
EDWARO, NC
CSR 1948
E%. PK
N3�
P2
10> Bv0
NOTE,
POINT 25 NIP CONTROL
POINT .27 NIP CONTROL
SEAL
1972
�' } •,��
DISTANCES SHOWN ARE HORIZONTAL
GROUND MEASUREMENTS.
•
"
1• YIWIO r. i[110NDM • aN1aTYb WC maVROII ..
Cafrtlrf wT Tlla lYT 9a M a mNn
_
b. 4H05.
.. wT a mTm 1N Lw ronlal a a cammr u. 1
M A M vO1WCt
IMIICIMLI Tln IF VIPmLU'lm
nLwP r. Jt16a . • nm w NAVEIBA
ANEW
a
r� PK 1+
N45^-37=Nq•E 1'27 �! -
000
O
,y G 542 000 W WWO�
6NN SIT O0<
0� �61 •tea• ,
1, WILLARD F. JEFFERSON, CERTIFY
THAT 1 SUPERVISED YNE-PERFORMANCE
DF THIS SURVEY AND PLAT FROM DATA i
RECORDED M SOON GOT PAGE 944
THAT LINES NOT SURVEYED ARE DASHEII
WITH RECORD DATA SHOWN I THAT THE 'I
PRECISION IS 1/ 10,000t EDM 1 THAT
THIS PLAT CONFORMS TO 83 47.30 AS
AMENDED.
WITNESS MY SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 7 TH DAY
OF SEPTEMBER , 19" .'e
f/Mip/�ai
WILLARD F. JEFFERSOM. RLS NO. N1408
NORTH CAROLINA, PITT COUNTY.
I, A NOTARY PUDLIC Or THE COUNTY AN
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON , A REGISTERED
LAND SURVEYOR, PERSONALLY AP/EARED
BEFORE ME THIS BAYARD ACRNOWLEDGED
THE EXECUTION OF THE FOREGOING
E INSTRUMENT.
WITNESS MY HAND AND OFFICIAL SEAL,
$ THIS�7TH DAY OF* SEPTEMBER ,IG
SS
GAYLE BOCK , NOTARY PUBLIC
+
4 NY COMMISSION EXPIRES R-13-G9
O;�Qv 20.000
•-
...
IINIIpY,,,,,
(N•CARD��,,.,
�C ���Pa �by3A
SEAL
L-1405
EASEMENT SURVEY FOR '
;
;ryO
SURV��• yort�ISTRICT VII- RICHLAND TOWNSHIP
d
' ��°
JEEE
WATER AND SEWER DISTRICT
NF.I ••.r
of
PTp/4nanen._ S 0. 8,?0,
BEAUFORT COUNTY.
�10TARY DURHAM
CREEK EASEMENT AT NCSR 1949
�P• ROSSING
BRANTLEY AND TUNSTALL LANDS
PUBOL
RICHLAND TWP., BEAUFORT COUNTY, N.C.
SEPTEMBER 7, 1995 SCALE: III= 50'
<
till, `l,\�\��4
r COU
50, 40, SD• GY W 0 SO 100,
NIIIIIIla1\aalalY
McDAVID ASSOCIATES, INC.
Engineers a Plonners.W Land Surveyors
INC.
Formville, N.C. R Goldsboro, N.C.
SURVEYED BY F. BYARS 1900321
JOe No. 4054
DRAWN BY n BROCN

KK104.9P011
maintain a water distribution line and appurtenant facilities on
and under the above described property and easement thereto
together with -the right to inspect and make repairs, changes,
alterations, improvements, removals from, substitutions and
IIadditions to its facilities as Grantee may from time to time deem
advisable, subject to no adverse injury being caused to existing
vegetation or trees as may be located in such above described
water main line easement. Grantors agree that all water lines or
other facilities which form a part of Grantee's water system and
which are installed on said land shall remain the property of
Grantee, removable at the option of Grantee so long as no adverse
injury be caused to then existing growing vegetation or trees.
IN VITNESS WHEREOF, Grantors have set their hands and
seals the day and year first above written.
( --N� (SEAL)
LO IECB TLERY 1..��
/n r7C/1N 4�( / I n1z el —(SEAL)
LUCILLE B. MARRA
NORTH CAROLINA
BEAUFORT COUNTY
I, (� JA d., V'�/11 V�(L/Yii�ai�� , a Notary
Public in and for the County and State aforesaid, do hereby
certify that LOVIEtBRANTLEY personally appeared before me this
day and being duly sworn acknowledged the foregoing water line
easement for the purposes therein expressed.
Witness my hand and Notarial Seal; this !2L day of
1996. Ll/
�J 0
NOTARY PUBLIC
'My commission Expires: Omllhk jqqq
MAYO i MATO ' ; t • 0 J=
ATTOANTTA AT LAW 1- • :. (ll �' : d
WAANINGTNII. O .o'er L >
II it'd ........ • • `

W --
NORTH CAROLINA
BEAUFORT COUNTY
_I
THIS 8 D `� `
, �BE$D, Nad and entered into this the 17th
_.`
day of April_ , 1996, by and between PATTIE MILLER DIXON of
314 College Avenue, Washington, North Carolina 27889, hereinafter
referred to as the "Grantor"; and DISTRICT VII - RICHLAND
TOWNSHIP WATER AND SEWER DISTRICT OF BEAUFORT COUNTY, NORTH
CAROLINA, a body politic and corporate of the State of North
Carolina, P. O. Box 1027, Washington, NC 27889, hereinafter
referred to as the "Grantee";
�ITN��rs&TL�
That Grantor, for and in consideration of the sum of
One Dollar and other good and valuable consideration, the
receipt of which is hereby acknowledged, does hereby grant unto
Grantee, its successors and assigns, the right, privilege .and
authority to construct, operate and maintain a water system
easement as may required, upon, across and under the property
and easement thereto owned by Grantor located in Richland
Township, Beaufort County, North Carolina, more particularly
described as follows:
An easementfifteen feet in width located on the
Southerly side of SR 1955 at its point of intersection with the
Westerly edge of Durham Creek and being designated Parcel Number
1 containing 0.02 acre more or less as platted on survey map
dated August 31, 1995 entitled, "Easement Survey for District vII
- Richland Township Water and Sewer District of Beaufort County -
The Durham Creek Easement -at SR 1955," by Willard F. Jefferson,
RS, to which map reference is herein made and incorporated for a
more complete and detailed description. Such easement fifteen
feet in width shall be for purposes of a water main line with
permanent rights of ingress and egress thereto from the Southerly
right of way line of SR 1955.
II Grantee shall have the right hereunder to construct and
MAYO i "AYO
ATTIMI.Er.A 0maintain a water distribution line and appurtenant facilities on
WASHINGTON
E THIS —MIT— oii or ..."+ ,0,31L,
$ AAYI O. IMOGN, IVITARY PUBLIC
8} W COMMISSION EXPIRES 11,91,
INC.
Ft
SURVEYED BY YEA
DRAWN BY Sm/GR
Formville, N.0 Goldsboro, N.C.
1-90-0323
Joe x0.._ IVV t%

This copy has original ux 10 `I .4 u 9 3 3 No
seals and signatures I 1
'1 DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS
F, MII.IJIPO F. JEFFEPSON . R6ISTLPEn LAND 511RPEY011
` Mo. L-1405, CERTIFY THAT 71I15 PUS IS OT A SURVEY
rf: THAT IS (MATED IN SMI PORTION OF A COUNTY OR
,yy OR - WORICIPALITY THAT ID UNREGUIJITED AS TO All ORDINRMS
S O„ -•-- /TIA/ATT�REGULATED
�PARCELS OFIIJYO-
WILLARD P. JEPFEPSON, NO. L-140 Y1N0 911PVEY011
Vicinity Map - ND. Lna9s -
PCS PHOSPHATE
COMPANY, INC.
m
n 40 BONNER `
a
OUTSIDE 60' /
M4: cuYc
e69,39e 09"H, PIC Grr R'AU. RnYp)
Nos. $21
IS �. •43-E
W. E. MILLER
PARCEL 8473, &WEST
BLOCK 52, MAP 6539 EDGE
BEAUFORT COUNTY TAX OFFICE OF CREEK
°IpSS
BOOK 502. PAGE A ........ _ F,r
SEAL
1972
9 •., a
'o yVILI� •�o`'
��flunnnaPR"
i, WILLARD F. JEFrERSDN, CERTIFY i
THAT I SUPERVISED THE PERFORMANCE
OF THIS SURVEY AND PLAT iAPM DATA'
RECORDED N ROOF. CCI POE an —I _
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN THAT THE S•
PRECISION 19 1/ wooO.mM I THAT a
THIS PLAT CONFORMS TO SS 4T.SO AS
AMENDED.
WITNESS MT SIONATURE , REGISTRATION
NUMBER, AND SEAL THIS NET DAY
or mum
mum/T . 15
WILLARD F. JEFFERBO , RLS MO. L•1405
NORTH CAROLINA, PITT COUNTY. 1 1. A NOTARY PUBLIC OF THE COUNTY Am
STATE AFORESAID . CERTIFY THAT
WILLARD F. JEFFERSON . A RESISTERED
LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDSED
THE EXECUTION Of -THE FORESDINS
INSTRUMENT.
WITNESS MY NAND AND OFFICIAL SEAL,
gSgp THIS
S31/b�Tl, aDAY
OF..Al 9�
„ E IVCSR 19
°•Ogi4C. Q 55
1iveoM
2 �, z3 SOgo-pI; OI'
�EGISTHJ�
SEAL
L•1405
Ta'a"- IVG 509e52-43'WI
EAST 15.000'
EDGE
O OF CREEK
a
O PCS PHOSPHATE J
COMPANY, INC.
PARCEL 9544.
BLOCK 62. MAP 6539
!Ji9 ;s BEAUFORT COUNTY TAX OFFICE
s
T . BOOK 567, PAGE 299
is
/:=_3 EASEMENT SURVEY
FOR
QGJ,,.
DISTRICT VII-RICHLAND TOWNSHIP
WATER AND SEWER DISTRICT
OF
BEAUFORT COUNTY
HE DURHAM CREEK EASEMENT AT SR 1955
RICHLAND TWSP., BEAUFORT CO, NC
AUGUST 31.1995 SCALE: 1"R50'
1' 750' 050' 100'
McDAVID ASSOCIATES,'INC.
Engineers R Planners Land Surveyors
INC. Formville, N.C. N Goldsboro, N.C.
A1NIWFYWD V FEE
NOTARY
• 44
pUOUC
1-90-0323

and under the above described property and easement thereto
together with the right to inspect and•make repairs, changes,
alterations, improvements, removals from, substitutions and
additions to its facilities as Grantee may from time to time deem
advisable, subject to no adverse injury being caused to existing
vegetation or trees as may be located in such above described
water main line easement. Grantor agrees that all water lines or
other facilities which form a part of Grantee's water system and
which are installed on said land shall remain the property of
Grantee, removable at the option of Grantee so long as no adverse
.injury be caused to then existing growing vegetation.or trees.
IN WITNESS WHEREOF, Grantor has set her hand .and seal
the day and year first above written.
.� (SEAL)
PATTIE MILLER IXON
NORTH CAROLINA
BEAUFORT COUNTY
I, Zelda A. Woolard, a Notary Public in and for the
County and State aforesaid, do hereby certify that PATTIE MILLER
DIXON personally appeared before me this day and being duly sworn
acknowledged the foregoing water line easement for the purposes
,p�Y.o.,
:LVC,
MAYO i NAYO
AMRN[YA AT UW
WANNINGTON. NC
my hand,and Notarial Seal,/his ^ da of
1996.
3/11/200
North Carolina
!Beaufort County
t I,.* The foregoing Certificate Of
Notary Pnblic/Notaries Public ie/are certified to be correct
this instrument was pres^en't''e'd for registration and recording
in this office /at Nook1QUU , Page hid. .. .�
dot
This -�n —day of , D a o'o ock AR
Birk W. Bizelle m
Register of Deeds Deputy Register o Deeds

NORTH CAROLINAt '
BEAUFORT COUNTY v ` 6 199G -
F' '
- - THIS EASEMENT DEED, Made::and entered into this the 17th
a
day of April , 1996, by an$ between THOMAS M. TUNSTALL and
wife, TRULA TUNSTALL, of 534 Main Street Extension, Edward, North
Carolina 27821, hereinafter referred to as the "Grantors"; and
DISTRICT VII - RICHLAND TOWNSHIP WATER AND SEWER DISTRICT OF
BEAUFORT COUNTY, NORTH CAROLINA, a body politic and corporate of
the State of North Carolina, P. O. Box 1027, Washington, NC
27889, hereinafter referred to as the "Grantee";
MAID A MAYD
ATTDRIIETR AT w.W
WYNINDTDN. NE
R I THIS TJ_ DAY OF
EXINEABAEEIH :
That Grantors, for and in consideration of the sum of
One Dollar and other good and valuable consideration, the
receipt of which is hereby acknowledged, do hereby grant unto
Grantee, its successors and assigns, the right, privilege and
authority to construct, operate and maintain a water system
easement as may be required, upon, across and under the property
and easement thereto owned by Grantor located in Richland
Township, Beaufort County, North Carolina, more particularly
described as follows:
An easement twenty feet in width located on the
Southwesterly side of SR 1949 (Main Street, Edward, North
Carolina), at its point of intersection with the Southeasterly
edge of Durham Creek and being designated Parcel Number 3 as
platted on survey map dated September 7, 1995 entitled, "Easement
Survey for District VII - Richland Township Water and Sewer
District of Beaufort County - The Durham Creek Easement at SR
1949.," by Willard F. Jefferson, RS, to which map reference is
herein made and incorporated for a more complete and detailed
description. Such easement twenty feet in width shall be for
purposes of a water.main line with permanent rights of ingress
and egress thereto from. the Southwesterly right of way line of SR
1949.
Grantee shall have the right hereunder to construct and
INC. Formville, N.C. Goldsboro, N.C.
SURVEYED BY F. SYRNS I
DRAWN SYS-SRDDN doS No.

.' DISTANCES SHOWN ARE HORIZONTAL
GROUND MEASUREMENTS. -
IV 1{ 0 19. L-IaOf. CMIR TIIIT NIA rYT [{ W L m{[L[
e, •11 CAI -:dl i TILT Il 1/2{im lY {YP 1VITIm W L LDNI[L P _
MIILILLLITT W.T IN VYIIm111Aim Y TJ Ln NICInLFL
[NLr Ile um nrnu W
Vicinity MOP
EDWARD, NC
/
CSR 1948 mlrtnm YIN MNVLra{
/
EX. PIC
4•
3�EN
- 9O> B� o
NEW
PIC
N920.00'000' E
p(P
.NOTE: ze J(r
POINT 25 NIP CONTROL y 0
POINT 27 NIP CONTROL O
4' S4W20 000 �r
OJ�a ,y �°' s
0� 961A /
SEAL
1972
I. WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED THE PERFORMANCE i
OF THIS SURVEY AND PLAT FROM DATA:
RECORDED N SOON SST PAGE 044 1 t
THAT LINES NOT SURVEYED ARE DASNEQ
WITH RECORD DATA SHOWN THAT THE'
p RE01s10N IS 1/ 10 000+EDM 1 THAT
THIS PLAT CONFORM! To SS 0-30 AS
AMENDED.
WITNESS MY SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS T TH DAY
OF SEPTEMBER , IS"
mil' /,T ///-✓'
NORTH CAROLINA, PITT COUNTY. a
1, A NOTARY PUBLIC OF THE COUNrY AND
STATE AFORESAID . CERTIFY THAT
WILLARD F. ,IEFFEROON . A AE4ISTERE
LAND SURVEYOft. PEASONALLY APPEAR,
BEFORE ME THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FORESOING
INSTRUMENT.
WITNESS MY NAND AND OFFICIAL SEAL .
THIS 7TH DAY OF SEPTEMBER ,IBS3,
GAYLE O. VJOCN I
MT COMMISSION E:
%.
y 20.010
nnumr.....,
...c'••
5�4
+ti�a6
............
y v
SEAL s
o•
S+
L•1405
EASEMENT SURVEY FOR
......°�ISTRICT VIF RICHLAND TOWNSHIP
.
PO F'
WATER AND SEWER DISTRICT
IN00
Of
BEAUFORT COUNTY
�Fy
DURHAM CREEK EASEMENT AT NCSR 1949
N01ARr
ROSSING BRANTLEY AND TUNSTALL LANDS
*�`•
RICHLAND TWIN., BEAUFORT COUNTY, N.C.
PuBor,
SEPTEMBER 7, 1995 SCALE: I I1= 501
COUNt�
So' 4G' Bo' Eo' ro' O Bo too,
FL""IIIN, ["[[[
McDAVID ASSOCIATES, INC.
Engineers G Planners Land Surveyors
INC.
Formville, N.C. R Goldsboro, N.C.
SURVEYED DY E SYMMS 10003E
_ Joe No. 0054

.-4
maintain a water distribution line and appurtenant facilities on
and under the above described property and easement thereto
together with the right to inspect and make repairs, changes,
alterations, '-improvements, removals from, substitutions and
additions to its facilities as Grantee may from time to time deem
advisable, subject to no adverse injury being caused to existing
vegetation or trees as may be located in such above described
water main line easement. Grantors agree that all water lines or
other facilities which form a part of Granteets water system and
which are installed on said land shall remain the property of
Grantee, removable at the option of Grantee so long an no adverse
injury be caused to then existing growing vegetation or trees.
IN WITNESS WHEREOF, Grantors have set their hands .and
:sl,"..' :the day and year first above written.
u ..:
.��
(SEAL)
i'�%'n?'�' •"` THOMAS M. TUHSTALL
-
.�iG•"'i'.:: �,P'/•
�'`�•
y/U_nir)�!� SEAL
- . •t "'` TRULA TUNSTALL (SEAL)
NORTH• CAROLINA
BEAUFORT COUNTY
1
I, , , a Notary
Public in and 9or the County and State aforesa d, do hereby
certify that THOMAS M. TUNSTALL and TRULAHCTUNSTALL personally
appeared before me this day and being duly sworn acknowledged the
foregoing water line easement for the purposes therein expressed.
���,�,//yy��fitness my hand and Notarial Seal, this � day of
(dLld�1�_T 166.
NO PUBLIC
My Commission Expires:
North Carolina
Beaufort County
�NATe i NATn
The foregoing Certificate of YLIddLC!
ATm NNn! AT 4V
WuxiNOTON. NC
Rotary Public/Rotaries Public is/acertified to be correct
this instrument was presented for registration and recording
in this officeHook V P
apt
This =day of , 1 a� 'olo k AN.
'of
Hirk N. fllzelle 1+.7
Register of Deeds Deputy ResisterDgeds

R
NORTH CAROLINA
.. II BEAUFORT COUNTY
_ - THIS,EASEbHbEDE,ED,j_Made and entered into this the 26th
day of March M1 ; 996,'by, and between CATHERINE MINOR and
- husband, Napoleon Minor, of %%P. O. Box 131, Edward, NC 27821,
hereinafter referred to as the "Grantors"; and DISTRICT VII -
RICHLAND TOWNSHIP WATER AND SEWER DISTRICT OF BEAUFORT COUNTY,
NORTH CAROLINA, a body politic and corporate of the State. of
North Carolina, P. O. Box 1027, Washington, NC 27889, hereinafter
referred to as the "Grantee";
SSTtIE•re�&TH
That Grantors, for and in consideration of the sum of
One Dollar and other good and valuable consideration, the receipt
of which is hereby acknowledged, does hereby grant unto Grantee,
its successors and assigns, the right, privilege and authority to
construct, operate and maintain a water system easement as may be
required, upon, across and under the property and easement
thereto owned by Grantors located in Richland Township, Beaufort
County, North Carolina, more particularly described as follows:
An easement ten feet in width located on the Southerly
side of SR 1912 Westerly of the Western prong of Bond Creek and
being designated Parcel 1 as platted on survey map dated
September 25, 1995 entitled, "Easement Survey for District VII -
Richland Township Water and Sewer District of Beaufort County At
Bond Creek (Western Prong)," by Willard F. Jefferson, RS, to
which map reference is herein made and incorporated for a more
complete and detailed description. Such easement ten feet in
width shall be for purposes of a water main line with permanent
rights of ingress and egress thereto from the Southerly right of
way line of SR 1912.
Grantee shall have the right hereunder to construct and
maintain a water distribution line and appurtenant facilities on
MAYO E MAYO and under the above described property and easement thereto
ATTOANETE AT UV
WAGNINGTON. NO
OAT Of SEPTEMBER , IN 1B •—"'--
INC.. "`i ` Formville, N.C. Goldsboro, N.C.
OCK ROTARY ►MOLIC EOMYETEO or E. sTEN!
N EXPIRES 11.13-99 DRAWN ET A. BROCE JOB
190 03E3

V. REVISIONS:;:..
DESCRIP lot DATE'
. .1
DISTANCES SHOWN ARC HORIZONTAL'
i
GROUND MEASUREMENTS.
­NCNCrRGRIDNORTH
01 a's re T, ;1
Vicinity Map CONC: MON.
NC GEODETIC SURVEY
STATION MAY
tk:7A'- 31 - wm,X. 2 Sao 569.469 i
it - / - Y. 576 461.320 t
5
R/W
,Z CUIVIERTZ�
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ffzwMPR1 SS!ItI2=58'E S66CL5I-59E S20 7-15 W.
63.524z140.299 I0.000
"210.00r-E
0 54.987 150.102 3
ns 1W
HIS N66 2!-27 r
EMALENE BOYD
�o
HEIRS f, HATE COMPANY
-
PARCEL 6337, BLOCK 90 C� IS GOB-575
le. 401.-
(3 ;:��PCS PHOSPHATE
PARCEL 8584, BLOCK 04JAX
TAX MAP 6577 C
0 MAP 6587 1
k/4
0 _. .,
ff
MIgHEUG, LAND SURVEYOR
N3. '140'. czan" THAT THIS PGT 10 Or A MVEY
S..' 10 COUNTY MAY is LOCATED In SUCH PORTION Of A COUNON
MUM ICIVALITY THAT Is MECULATED AS TO AN MINANCz
is LAND
POINT 264 HIP CONTROL
POINT 260 NIP CONTROL.
EASEMENT LINES ALONG CURVE,
BEARINGS AND DISTANCES ARE CHORDS.
1, WILLARD F. JEFFERSON, CERTIFY
THAT I SUPERVISED Tilt PERFORMANCE
OF THIS SURVEY AND FLAT FROM DATA
RECORDED IN
THAT LINES NOT SURVEYED ARE DASHED
WITH RECORD DATA SHOWN I THAT THE
PRECISION to I/ 10,000110M I THAT
THIS PLAT CONFORMS TO 08 41-30 AS
AMENDED. 1.
WITNESS MY SIGNATURE, MESISTRATIOSEALNUMBER,
AND SEAL THIS DAY
Or SEPTEMBER . 1917�
Al- A lb',O Ail
NORTH CAROLINA, Perr counry
1,
A NOTARY PUBLIC OF THE COUNTY AM
STATE AFORESAID , CERTIFY THAT
WILLARD F. JEFFERSON . A masisrmED
LAND SURVEYOR, PERSONALLY APPEARED
I
BEFORE ME rNis DAY AND ACKNOWLSONED
THE EXECUTION or THE FOREMOINS
INSTRUMENT.
W ITMESS MY HAND AND OFFICIAL SEAL,
THIS ISM DAY OF SEPTEMBER 192-5 .
T T IAT P��
S 0 C14#"#,
P A
..... . .
NOTARY
* P*
POBL%e-
EAL
1972
kMeITT SURVEY FOR
VII-RICHLAND TOWNSHIF
WATER AND SEWER DISTRICT
Of;.
BEAUFORT- COUNTY,
AT BOND CREEK(WESTERN PRONG)
RiCHLAND TWP, 41 BEAUFORT COUNTY N.C.
SEPTEMBER 25,19951 -SCAL E : r= 50'
90' 40' 3d Id 1& 0 so'' IGO*
kMcDAVID ASSOCIATES, INC.
2l Engineers 9 Planners* Land Surveyors
INC Forniville, N.C. w Goldsboro, N.C.
SURVEYED By P. OVER$ 1900323
OAAWN DT 0. BROOK Joe NO._jG_51
ORANGE

together with the right to inspect and make repairs, changes,
-
alterations, improvements, removals from, ,substitutions and
additions to its facilities as Grantee may from time to time deem
advisable, subject to no adverse injury being caused to existing
vegetation or trees as may be located in such above described
water main line easement.: Grantors agree that all water lines or
other facilities which form a part of Grantee's water system and•
which are installed on said land shall remain the property of
Grantee, removable at the option of Grantee so long as no adverse
injury be caused to then existing growing vegetation or trees.
IN WITNESS WHEREOF, Grantors have set their hands.and
seals the day and year first above written.
i�(,•-.�OL1, (SEAL)
CATHERINJ MINOR
(SEAL)
N O MINOR
NORTH CAROLINA
BEAUFORT COUNTY
_ -
I, -Zelda A. Woolard, a Notary Public in and for the
County and State aforesaid, do hereby certify that CATHERINE
MINOR and NAPOLEON MINOR personally appeared before me this day
and being duly sworn acknowledged the foregoing water line
t`
easement for the purposes therein expressed.
-``?a•.rti%%i:•.. Witness my hand and Notarial Se this 26 day of
Match �.0- 1
996.
=t€Y{:J
1•. i„_=it'°i UB I '
#xpire
ssion 3/11/2000
•
Fr -
Iltatt:�0arclina
Fea»fort o•`
�,
f�
The foregoing Certificate oP - C-• 1 -
iiF" f
MATO A NATO
AMOUTS AT u■
Notary Public/Notaries. Public is/are certified to be correct
1AYNtAAiNA. AA
this instrument nas presented for registration and recording
In th'a offic�/e���'p`t Book 1�01�i�/�
Page qA 2_(j•���
p,
7'h+s A dpw of / =at, �W- oIC oek

NORTH CAROLINA
BEAUFORT COUNTY
.:� THIS EASEMENT DEED, Made and entered into this the eth
day of may , 1996, by and between PCS PHOSPHATE COMPANY,
INC., a Delaware corporation, with offices located in Raleigh,
NC, hereinafter referred to as the "Grantor"; *and DISTRICT VII
RICHLAND TOWNSHIP WATER AND SEWER DISTRICT OF BEAUFORT COUNTY,
MAYO IS MAYO
ATTOSNITS AT 4N
WASHINGTON, NO
NORTH CAROLINA, a body politic and corporate of the state of
North Carolina, P. O. Box 1027, Washington, NC 27889, hereinafter
referred to as the "Grantee";
That Grantor, for and in consideration of the sum of
One Dollar and other good and valuable consideration, the
receipt of which is hereby acknowledged, does hereby grant unto
Grantee, its successors and assigns, the right, privilege and
authority to construct, operate and maintain a water system
easement as may be required,•upon, across and under the property
and easement thereto owned by Grantor located in Richland
Township, Beaufort County, North Carolina, more particularly
described as follows:
IRST EASEMENT:
An easement fifteen feet in width located on the
Southerly side of SR 1955 at its point of intersection with the
Easterly edge of Durham Creek and being designated Parcel Number
3 containing 0.03 acre more'or less as platted on survey map
dated August 31, 1995 entitled, "Easement Survey for District VII
- Richland Township Water and sewer District of Beaufort County
The Durham Creek Easement at SR 1955," by Willard F. Jefferson,
RS, to which map reference is herein made and incorporated for a
more complete and detailed description. Such easement fifteen
feet in width shall be for purposes of a' water main line with
permanent rights of ingress and egress thereto from the Southerly
right of way line of SR 1955. _
s:a c
INC.: Farmvllle, N.C. • Goldsboro, N.C.
awvETEO or ,m 1-90-0323
DRAWN ST Sa./rN Aoa No. nnsi ,

MAYO i MAYO
AWORN"S AT 4a
NANXINCTON. NC
FIDWOjamx�
An easement ten feet in. width located on. the
Southwesterly side of SR 1912 at its point of intersection with
the Emalene Boyd Heirs property line and being designated Parcel
Number 2 as platted on survey map dated September 25, 1995
entitled, "Easement Survey for District VII - Richland Township
Water and Sewer District of Beaufort County - At Bond Creek
(western Prong)," by Willard F. Jefferson, RS, to which map
reference is herein made and incorporated for a more complete and
detailed description., Such easement ten feet in width shall be
for purposes of a water main line with permanent rights of
ingress and egress theretolfrom the Southwesterly right of. way
line of SR 1912. -
Grantee shall have the right hereunder to construct and
maintain a water distribution line and appurtenant. facilities on
and under the above described property and easement thereto
together with the right to inspect and make repairs, changes,
alterations, improvements, removals from, substitutions and
additions to its facilities as Grantee may from time to time deem
advisable, subject to no adverse injury being caused to existing
vegetation or trees as may be located in such above described
water main line easement. Grantor agrees that all water lines or
other facilities which form a part of Grantee's water system and
which are installed on said land shall remain the property of
Grantee, removable at the option of Grantee so long as no adverse
injury be caused to then existing growing vegetation or trees.
IN TESTIMONY WHEREOF, the said party of the first part
has caused this instrument to be executed in its name by its
Vitt President, attested by its Assistant Secretary and
its corporate seal to be hereunto affixed, all by authority of
its Board of Directors duly given.
POlq-,PHOSPHkTE COMPANY, VNC.
BY:��
vi I iT
Af
t _
J_
i

NORTH CAROLINA
MAKE
BBIDf COUNTY '
I, tueern N. Ouke a Notary Public
in and for the County and State aforesaid, do hereby certify that
T. Carlton TaNNler. Jr. , personally appeared before me... _.
this day and acknowledged that he/she is ASSISTANT '
SECRETARY of PCs Phosphate Company, Inc., and that by authority
duly given and as the act of the corporation, the foregoing was
signed in its name by its Vim President, sealed with its
corporate seal and attested by him/herself as its Aeeietent
Secretary.
Witness my hand and Notarial Seal, this the etn
�,.,..M-•
"-day of may . 1996.
�
.,•`r�,,,�
� � / • Old
11.0'�
�'./o _-
XOT
ice•.^rsst•�
._
_ ... ..
Commission Expires: Hauer iz zODD
North Carolim '
Beaufort Cocnty
.. The foregoing Certificate o!� -
Notory Public/Rotories Public to/are certified to be correct
this instrument was presentteed�f��o�r regi tion acd recording
In this office Book'' m7PsBe �/l� .
This .'ife,7 of , 19 ab 'olco
Eirk N. Yizelle
Regloter.of Deeds - Deputy Register OFLzieiks
J.A.Y.13.1 MAYO N AT NN
WAONINGTON.■O -

signature
r '
.
' DISTANCES ARE HORIZONTAL GROIN YFASU RE7IFM '
]ErnRCCW . EEOISTOIm uro WINLTON
10. L�IG03. Cl71TLR TAT TIIS PLAT IS Or A SURTET
Is.
.. •�TIAT ID LOCATED IN DOW POAT1OIr OT A COONR OR
•lIL
IH111ICIPALITT TUT is DIIREG111ATITI AS TO 111E mIlmme
>m
TUT RLGIIATT3 PMCELT OF 911D.
� +
m
m
,M[LGRD P..IEPPEA50H, DOISTERW u1R LAVEYOR
'
Vicinity Map
SF. M. o-IAes ;�.,: ,.. ;•
!L E x
l� 1 .. 't .:.5 T / Kq r'R :j•�F-*t,.IJL4 ':
PCS PHOSPHATE'''-
COMPANY. INC.
BONNER
O A7 . rrO
Ges, 09,K, � pK sALL. nypi .. .. .. /
. ONBp40Y 5 a
rYW
N,
W. E. MILLER ..
PARCEL 8473. WEST
BLOCK 52. MAP 6539 EDGE
BEAUFORT COUNTY TAX OFFICE OF CREEK
A\AT,EIMS0C14
BOOK 502. PAGE 9P,`� po �lE
cp
VOA
SEAL"''`_
i 1972 _
1. WILLARD F. JEFFERSON, CERTIFY
FI
THAT I SUPERNUED THE FERPOR ARC
e2
OF MIS SURVEY AND FLAT FW-ftEI CIAT4
_ r
RECORDED M DOOR PO�!ea PARES-i
THAT LIKES NOT SURVEYED ARE ASKED
E _
'
WITH RECORD DATA SHORN I. THAT THE
_ y
�,RECISIOH IS 1/jsgR2d M E THAT
PLAT COMMAND TO 02 V.SO AS
.Gt�
a4C
.THIS
AMENDED.
WITNESS MT SISNATORE. 9CGISTRATION
NUMSER, AND SEAL THIS go" CAT
o/r -A)YN) . uJV-.
WILLARDEAAO ,RLA IIO.ICMOS
- _S
R
i' MONTH CAROLING, /ITT'CORTY.
I. A NOTARY PUSLIC Or THE COUNTY AID,
C
STATE AFORESAID . CERTIFY THAT
WILLARD F. JEFFERSON , A REGISTERED <
"No SURVEYOR , PERSONALLY APPEARED
' sEFORE ME THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF "a "READING
INSTRUMENT.
'i WITNESS MT NAND AND OFFICIAL SEAL.
C THIS 3ICr DAY OF__mnLc . _SS_.
18e
1
p GATL O. '. TART FROLIC
W COMYIlTIOX lXFIR E!
*WARY
�WAI
puwl-
RC
'
.. I509s.A 4C.�7T O6 O/
20' �, NgppO7_ /��W
EAST 15.000•
EDGE
OF CREEK J
,. PCS•PHOSPHATE J
' COMPANY. INC.
PARCEL 9544.
BLOCK 62. MAP 6539
BEAUFORT COUNTY TAX OFFICE
--,BOOK 567. PAGE 299
.'_ ...' ... EASEMENT SURVEY
C)..-:. FOR
DISTRICT VII-RICHLAND TOWNSHIP,,;,, ; •:
WATER AND SEWER DISTRICT. .
OF ; .
BEAUFORT COUNTY
\E DURHAM CREEK EASEMENT AT SR 1955
•i RICHLAND TWSP. BEAUFORT CO. NC
AUGUST 31.1995 SCALE: r-5G•
P\, so. 0• So • 100,
McDAVID ASSOCIATES, INC.
Engineers* Planners* Land Surveyors
Farmville, N.C. a Goldsboro, N.C.
SURVEYED MT rm
1-90-032:
Joe NO. An
8 962 BLACK

J l .'i: + L �••P Ou.A 5 ' :;�i1 T: nl',•`.•i;�1-.i: �'r .+�
yN Uu
rMl
DISTANCES SHOWN ARE HORIZONTAL
C•�•rRw [et I GROUND MEASUREMENTS.
- NC GRID NORTH - •:,.
Vicinity Map - :• Ir/„: ...->x .
^. •!T ':L. r::7 Tu7d�l:7. •••'tii%S2':.: / i'?LC •NC GEODETIC SURVEY:
. TIt::SJ le : •"l•P..LS [lC Ola/.� YSL .1i ate^. rS+%:i ' f6A[E. j t ,a.(L8T4T10N •MAY
X • 2 680'.569.4981'94'
el "'•
I .... .. !Y-Y ,:r i'1d'.'' TNAD.27 '-L.•w�
APO •- ,
ILI __ R/W --
1Z .. ..CULVERT ;,....r_:'
i---Ng3°-35' O4'w a _._' ' " 1 NC45R 1912
631. 264 07-
1 N 274. r07 E
r 30.001' NIP =
. �� .. .8, `
RLW HIP S63°-12'58E I4 S66°•51.59E 52O
0 '
N27f35=f7� I 63.524 140.299 10.0
2 10.000
10.000' 54.98 150.102
Ms N63903:261V/ va // N669-42-2TW
EMALENE BOY / D,'�°a o/ "'
HEIRSPCS PROS COMPANY
PARCEL 63378LOCK 96 /P/ `+e^_', ems= tb, 008-575
TAX MAP 6577 A+ 4 l� PARCEL 8584. BLOCKO4,TAX
•l�/Q�04 y : -q-, : Q ::.: i;::7� ._ ..:. NAP 6387
/�O' _ 1. WILLARD T. JETYxwm3H . RmLSTo,m OIO `S9AVpOR
no. L-I4os, cmiff THAT THIS PLAT Is or A Sumer
TINT is LOCATED IN SUCH PORTION OF A CCN1rT OR
MIKICIP&LITT THAT is ONGWau]m AN To AN ORDIHA CE
.} Ms sOxnAlu Fuchs o LAND. i..;
POINT 264 NO CONTROL
POINT 260 NIP CONTROL
,(P.. JErnRm„. RmIETnm LUNG EORVEro1
B E4R NGEASEMENS 4NDEDIST4NCE8 ARE CHORD{.°'�N S ALONG CURVE,•CAR�1114_ `�,yE•T'�i� o...
1, WILLARD F. JEFFERSON. CERTIFY? ; : SEAL_
THAT I SUPEAVISED THE PERFORMANCI �• SEAL -
OF THIS SURVEY AND PLAT FROM DATE • L•1405 • i
1 RECORDED N NOOK Eoe IAOE fTa J • ! @ •'�i �q •.f�
THAT LIKES NOT SURVEYED ARE OASMEGy`g', ,••�4D.SUR`!F+�:.`=r, ''�r,�'O yLLt, N,G,••
WITH RECORD DATA ]HORN I THAT THE ,,Cq t1R`. �� i. : nannna•`
PRECISION IS I/ 10.600•EVY ; THAT .q0F. JEF;y+•''
THIS FLAT CONFORMS To 4347.30AB "•K.,, R,.• EASEMENT SURVEY FOR
AMENDED. DISTRICT. VIFRICHLAND TOWNSHIP
WITNESS 97 SIGNATURE. RfNISTRATIO„
NUMBER, AND SEAL THIS 25TH DAY - LE Or BR WATER AND SEWER DISTRICT
OF SEPTEMBER . to 99 �Q� Ocy
NOTARY Of
WILLARD F. JEFFERSON . RLN NO. L•140 D Qe=• - BEAUFO RT COUNTY
NORTH CAROLiNA, PITT COUNTY. PUBLIC AT BOND CREEK (WESTERN PRONG)
1, A NOTARY PUBLIC of THE COUNTY ANOSy A/ j �4`F RICHLAND TWP., BEAUFORT COUNTY, N.C.
STATE
L4RAFORESAID
F. JEFFERSO RTA RENiry NA ERED 3%jT COON v• `4 SEPTEMBER 25 1995 SCALE :1"= 50'
"RD SURVEYOR. PERSONALLY APPEARED �J4rH,nNAAARA '
!0' b• f0' EO' Rr 0 ]0• ADD'
BEFORE ME THIS DAY AND AC„NOWLED•ED
A THE EXECUTION OF THE FORE60I016
F INSTRUMENT. MCDAVID ASSOCIATES, INC.
WI
,{ WITNESS54 YT NAND AND OFFICIAL SEAL ,
Engineers •Planners • Land Surveyors
p THIS XSTH DAY OF BEFTEYDER a INSS
i INC. Farmvilfe, N.C. •Goldsboro, N.C.
Al
aGAYLE G. UGGK, NOTARY PUBLIC SURVEYED NY F. 9YRN9 too 03"
MY COMMISSION EXPIRES II•I3-99 "AWN BY O SMOCK JOB NO. gas,
BASS ORANGE

DIVISION OF COASTAL MAtTAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Beaufo4ECounty District VII - Richland Township Water and Sewer -
Phase 1
2. LOCATION OF PROJECT SITE: On the south side of the Pamlico River within the Richland
Township area, Beaufort County
Photo Index - 1989: See attached 1984: See attached
State Plane Coordinates - X: See attached Y: See attached
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 January 1996
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 30 January 1996
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County/Town of Aurora
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust Area, Coastal Wetlands, Estuarine Waters and Estuarine
Shoreline
(C) Water Dependent: No
(D) Intended Use: County potable water system
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - N/A
Planned - Potable water lines
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
±4,020 sq. ft.
Non -Coastal
±370 sq. ft.
(B) Non -Vegetated Wetlands
(C) Other
Open Water
±10,070 sq. ft.
±472 sq. ft.
(D) Total Area Disturbed: ±14,932 sq. ft. or 0.34 acre ('These are areas disturbed within AEC)
(E) Primary Nursery Area: No
(F) Water Classification: Varies Open: No
*All excavated wetlands to be restored to pre -project contours.
8. PROJECT SUMMARY: The applicant is proposing to place potable water lines within District VII -
Richland Township Water and Sewer District of Beaufort County and to install a wastewater
discharge diffuser into South Creek, adjacent the Hwy. 33 bridge crossing.

BEAUFORT COUNTY DISTRICT VH
Richland Township Water and Sewer - Phase 1
Beaufort County, North Carolina
Environmental setting
District VII - Richland Township Water and Sewer District of Beaufort County is
applying for permits to place potable water lines throughout Richland Township in Beaufort
County. The Township is located on the south side of the Pamlico River in the vicinity of the
Town of Aurora. The lines will transverse 19 sites that are designated Areas of Environmental
Concern by the Coastal Resources Commission. The setting for each of these sites are as
follows:
Site No. 1
Located on SR 1925 at Broomfield Swamp Creek, a tributary of South Creek. This site
is a Public Trust Area, is navigable, and has a depth of ±6' at NWL. The creek, which
has been channelized, is transversed by a bridge and has a width of ±52'. No coastal
wetlands are present. The predominate vegetation are uplands with a considerable
amount of Fescue grass. Some common reed is present.
Site No. 2
Located on SR 1923 at South Creek. This is a Public Trust Area which is navigable
and has a depth of ±11'. The creek at this location is ±92 wide, has been channelized
and is transversed by a bridge. No coastal wetlands are present. The creek is bordered
by upland vegetation which is dominated by Fescue grass.
Site No. 3
Located on SR 1924 at South Creek. This site is a navigable Public Trust Area which
has a depth of ±10' at NWL. The creek, which has been channelized, is transversed
by a bridge and has a width of ±75'. No coastal wetlands are present. The creek is
bordered by upland vegetation which is dominated by Fescue grass.
Site No. 4
Located on SR 1912 at a tributary of Bond Creek. This site is a navigable Public Trust
Area which has a depth of ±4' at NWL. The creek has a natural appearance, a width
of ±30' and a culvert is located at the site through which the tributary flows. No coastal
wetlands (marsh) are present. The creek is bordered by upland wooded areas dominated
by pines. Some myrtles and common reed are present.
Site No. 5
Located on SR 1912 across a tributary of Bond Creek. This site is a navigable Public
Trust Area which has a depth of ±5' at NWL. The creek has a natural appearance, a
width of ±45' and two culverts are located at the site through which the tributary flows.
The creek is bordered by coastal wetlands, predominately Cladium iamaicense on the
west side and Phragmites V. on the east side.
Site No. 6
Located on NC 306 at Bailey's Creek, a tributary of South Creek. The site is a
navigable Public Trust Area which has a depth of ±3' at NWL. The creek has a natural
appearance, a width of 34' and a bridge is located at the site. There are no coastal
wetlands (marsh) bordering the creek. Vegetation consist of various upland grasses,
predominately Fescue.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 2
Site No. 7
Located on NC 306 at Whitehurst Creek, a tributary of South Creek. The site is a
navigable Public Trust Area which has a depth of ±4' at NWL. The creek has a natural
appearance, a width of ±60' and a bridge is located at the site. A ±20' wide area of
coastal wetlands, dominated by Spartina patens, is located on both the north and south
sides of the creek.
Site No. 8
Located on SR 1004 at Huddy's Gut, a tributary of the Pamlico River. The site is a
navigable Public Trust Area which is also classified as Estuarine Waters. The water
depth at the site is ±2.4' at NWL. The creek has a natural appearance, a width of ±28'
and a bridge is located at the site. Adjacent to the creek is a border of coastal wetlands
which is dominated by Snartina Cynosuroides, Cladium jamaicense and $Spartina patens.
The border is a total of ±150' in width and is divided fairly evenly on both the east and
west sides of the creek.
Site No. 9
Located on SR 1004 at Huddies Cut, a tributary of the Pamlico River. The site is a
navigable Public Trust Area which has a depth of ±3' at NWL. The creek has a natural
appearance, a width of ±20 and a culvert which extends beneath SR 1004. Adjacent to
the creek is a border of coastal wetlands dominated by Suartina patens. Non -coastal
wetlands species are also present and predominated by Phragmites 5p_ and Caarex Up..
The border is ±115' in width and is divided fairly evenly on both the east and westsides
of the creek.
Site No. 10 and 11
Located on Isle View Drive within Isle View Subdivision off of SR 1004 on Hickory
Point. These are Estuarine Shoreline AEC sites adjacent to manmade basins which
connect to South Creek. Isle View Drive is a gravel road which extends in a east -west
direction and provides access to single family dwellings within the subdivision. No
wetland vegetation is located at the sites. Road shoulders are vegetated with upland
grasses, predominately Fescue.
Site No. 12
Located on Gifford Road within Isle View Subdivision off of SR 1004 on Hickory
Point. This is an Estuarine Shoreline AEC site adjacent to South Creek. Gifford Road
is a gravel road that extends in a north -south direction and provides access to single
family dwellings within the subdivision. No wetland vegetation is located at the site.
Road shoulders are vegetated with upland grasses, predominately Fescue.
Site No. 13
Located on NC 33 at South Creek near the northwest corner of the NC DOT bridge.
This is the site where the discharge line from the water treatment facility will be placed.
The line will extend from the treatment facility on NC 306, along NC 33 to South Creek.
At the discharge location riprap has been placed along the NWL to retard erosion of the
road shoulder. No wetland vegetation is present at the site and the road shoulder is
vegetated with Fescue. South Creek at this location is 600 to 700 feet in width. It
appears that erosion has occurred in the past due to the presence of various stumps
beyond the NWL.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 3
Site No. 14
Located on Driftwood Drive adjacent to the Pamlico River within the Crystal Beach
Subdivision to the west of Core Point. This is an Estuarine Shoreline AEC site adjacent
to the Pamlico River. Driftwood Drive is a gravel road extending in a east -west
direction and provides access to single family dwellings within the subdivision. A large
area of coastal wetlands and other wetlands are located to the south of Driftwood Drive.
The road shoulder is vegetated with upland grasses.
Site No. 15
Located on SR 1932 at Tan Swamp, a tributary to Durham Creek. The site is a
navigable Public Trust Area which has a depth of 5.3' at NWL. The creek has a natural
appearance, a width of ±46 and a bridge is located at the site. Adjacent to the creek is
a border of wetlands (not coastal wetlands). The border is ±3' in width on each side
of the creek and is vegetated predominately by myrtles and common reed.
Site No. 16
Located on SR 1955 at Durham Creek, a tributary to the Pamlico River. The site is
a navigable Public Trust Area which has a depth of ±14' at NWL. The creek has a
natural appearance, a width of ±183' and a bridge is located at the site. The road
shoulders have been stabilized with riprap at the NWL to retard erosion. Various upland
grasses are present on the road shoulders. A few clumps of Iuncus roemerianus are
located at both the east and west ends of the bridge in the vicinity of the crossing.
Site No. 17
Located on NC 33 at Durham Creek, a tributary to the Pamlico River. The site is a
navigable Public Trust Area which has a depth of ±4' at NWL. The creek has a natural
appearance, a width of ±80' and a bridge is located at the site. On both the east and
west sides of the creek a ±8' wide border of wetlands, which is dominated by red
maples, is present. The road shoulders are vegetated with upland grasses.
Site No. 18
Locate on SR 1949 at Durham Creek. The site is a navigable Public Trust Area which
has a depth of ±8' at NWL. The creek has a natural appearance, a width of ±72' and
a bridge is located at the site. A fringe of wetlands approximately 12' in width is located
on the eastern side of the creek and a fringe approximately 3' in width is located on the
western side. Both areas are vegetated with upland vines and red maples. The road
shoulders are vegetated with upland grasses.
Site No. 19
Located on SR 1002 at Dublin Creek. The site is a navigable Public Trust Area which
has a depth of ±3'. The creek has a natural appearance, a width of 80' and a bridge is
located at the site. A fringe of coastal wetlands approximately 32' in length is located
on the north side of the creek. This area is dominated by Cladium jamaicense and Typha
sp.. The road shoulders are vegetated with upland vines.
Project VLoposal
The applicant is proposing the following at the 19 locations:

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 4
Site No. 1
The placement of 140' of ductile iron pipe beneath the ±52' wide creek. The pipe,
which will connect to 10" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid within the NC
DOT right-of-way along the eastern side of the bridge. Either a track excavator or
hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will be
placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 2
The placement of 180' of ductile iron pipe beneath the ±92' wide creek. The pipe,
which will connect to 10" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid within the NC
DOT right-of-way along the south side of the bridge. Either a track excavator or
hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will be
placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 3
The placement of 180' of ductile iron pipe beneath the ±75' wide creek. The pipe,
which will connect to 10" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid within the NC
DOT right-of-way along the south side of the bridge. Either a track excavator or
hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will be
placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 4
The placement of 140' of ductile iron pipe beneath the ±30' wide creek. The pipe,
which will connect to 8" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid along NC DOT
right-of-way and on private lands, for which easements are in the process of being
obtained. The pipe will be laid around the end of the existing culvert on the south side
of SR 1912. Either a track excavator or a hydraulic jet will be used to excavate the
trench. Approximately 10' of riprap will be placed along each bank, which will extend
no more than 2' beyond the NWL for shoreline stabilization.
Site No. 5
The placement of 100' of ductile iron pipe beneath the ±45' wide creek. The pipe,
which will connect to 8" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid along the NC
DOT right-of-way and on private lands, for which easements are in the process of being
obtained. The pipe will be laid around the end of the existing culverts on the east side
of SR 1912. Either a track excavator or a hydraulic jet will be used to excavate the
trench. No riprap will be needed for shoreline stabilization.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 5
Site No. 6
The placement of 100' of ductile iron pipe beneath the ±34' wide creek. The pipe,
which will connect to 8" PVC pipe, will be buried a minimum of 4' below the creek
bottom. The top width of the trench will be ±10'. The pipe will be laid along the NC
DOT right-of-way along the eastern side of the bridge. Either a track excavator or a
hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will be
placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 7
The placement of 100' of ductile iron pipe beneath the ±60 wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be ±10'. The pipe will be laid along
the NC DOT right-of-way, along the eastern side of the bridge. Either a track excavator
or a hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will
be placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization:
Site No. 8
The placement of 120' of ductile iron pipe beneath the ±28' wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be ±10'. The pipe will be laid along
the NC DOT right-of-way, along the south side of the bridge. Either a track excavator
or hydraulic jet will be used to excavate the trench. No riprap is needed at the site for
shoreline stabilization.
Site No. 9
The placement of 80' of ductile iron pipe beneath the ±20' wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be ±10'. The pipe will be laid along
the NC DOT right-of-way to the south of the culvert, which extends underneath SR
1004. Either a track excavator or hydraulic jet will be used to excavate the trench. No
riprap is needed at the site for shoreline stabilization.
Site No. 10
The placement of ±240' of 2" PVC pipe within the Estuarine Shoreline AEC. The
pipe will be buried in a ±30" deep trench which will be 18" to 24" wide. All spoils will
be placed on highground and then replaced within the trench.
Site No. 11
The placement of ±656' of 2" PVC pipe within the Estuarine Shoreline AEC. The
pipe will be buried in a ±30" deep trench which will be 18" to 24" wide. All spoils will
be placed on highground and then replaced within the trench.
Site No. 12
The placement of ±60' of 2" PVC pipe within the Estuarine Shoreline AEC. The pipe
will be buried in a ±30" deep trench which will be 18" to 24" wide. All spoils will be
placed on highground and then replaced within the trench.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 6
Site No. 13
The placement of a 110' long, 6" in diameter diffuser pipe into South Creek. At the
terminal end of the pipe will be a 40' long, 6" diameter diffuser. The pipe will be
placed in a excavated trench which will have 10' top width and a depth of -5' below the
creek bottom. This trench will be excavated by either a track excavator mounted on a
barge or by hydraulic jet. The diffuser, which will lie on the creek bottom, will be
weighted with 450 lb. concrete ballasts on 10' centers. The ballasts are 2' wide and will
extend 0.6" above the diffuser. The diffuser will have eight 3/4" orifices for discharge.
The diffuser will be located +5.0' below the NWL of South Creek.
Site No. 14
The placement of 773' of 3" PVC pipe within the Estuarine Shoreline AEC. The pipe
will be buried in a ±36" deep trench which will be 18" to 24" wide. All spoils will be
placed on highground and then replaced within the trench.
Site No. 15
The placement of 100' of ductile iron pipe beneath the ±46' wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be laid along the
NC DOT right-of-way to the west side of the existing bridge. Either a track excavator
or a hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will
be placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 16
The placement of 300' of ductile iron pipe beneath the ±183' wide creek. The pipe
which will be connected to a 6" PVC pipe will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be laid along the
NC DOT right-of-way and on private lands, easements for which are in the process of
being obtained. The pipe will be laid along the south side of the existing bridge. The
pipe will be placed by a hydraulic jet. No riprap is needed for shoreline stabilization.
Site No. 17
The placement of 180' of ductile iron pipe beneath the ±80' wide creek. The pipe,
which will be connected to a 8" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be laid along the
NC DOT right-of-way to the south side of the existing bridge. Either a track excavator
or a hydraulic jet will be used to excavate the trench. Approximately 12' of riprap will
be placed along each bank, which will extend no more than 2' beyond the NWL for
shoreline stabilization.
Site No. 18
The placement of 140' of ductile iron pipe beneath the 72' wide creek. The pipe,
which will be connected to a 4" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be laid along the
NC DOT right-of-way and on private lands, easements for which are in the process of
being obtained. The pipe will be laid along the south side of the existing bridge. Either
a track excavator or a hydraulic jet will be used to excavate the trench. Approximately
12' of riprap will be placed along each bank, which will extend no more than 2' beyond
the NWL for shoreline stabilization.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 7
Site No. 19
The placement of 120' of ductile iron pipe beneath the ±80' wide creek. The pipe,
which will be connected to a 4" PVC pipe, will be buried a minimum of 4' below the
creek bottom. The top width of the trench will be 10'. The pipe will be placed within
the NC DOT right-of-way on the east side of the existing bridge. Either a track
excavator or a hydraulic jet will be used to excavate the trench. Approximately 12' of
riprap will be placed along each bank, which will extend no more than 2' beyond the
NWL for shoreline stabilization.
Environmental impact
Site No. 1
If the project is conducted as proposed ±520 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Site No. 2
If the project is conducted as proposed ±920 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Site No. 3
If the project is conducted as proposed ±750 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Site No. 4
If the project is conducted as proposed ±300 sq. ft. of open water area will be
excavated and ±40 sq. ft. of open water area will be displaced by riprap.
Site No. 5
If the project is conducted as proposed ±450 sq. ft. of open water area will be
excavated along with ±850 sq. ft. of coastal wetlands (marsh). The marsh area
excavated will be returned to pre -project contours after the pipe is in place.
Site No. 6
If the project is conducted as proposed ±340 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Site No. 7
If the project is conducted as proposed ±600 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Approximately 200 sq. ft. of coastal wetlands (marsh) will be excavated. The marsh
area excavated will be returned to pre -project contours after the pipe is in place.
Site No. 8
If the project is conducted as proposed ±280 sq. ft. of open water area will be
excavated and ±1,500 sq. ft. of coastal wetlands (marsh) will be excavated. The marsh
area excavated will be returned to pre -project contours after the pipe is in place.
Site No. 9
If the project is conducted as proposed ±200 sq. ft. of open water area will be
excavated and ±1,150 sq. ft. of coastal wetlands (marsh) will be excavated. The marsh
area excavated will be returned to pre -project contours after the pipe is in place.

BEAUFORT COUNTY DISTRICT VII
Richland Township Water and Sewer - Phase 1
Page 8
Site No. 10
The project should have a minimal environmental impact.
Site No. 11
The project should have a minimal environmental impact.
Site No. 12
The project should have a minimal environmental impact.
Site No. 13
If the project is conducted as proposed ±1,100 sq. ft. of open water area will be
excavated to allow for the placement of the discharge pipe. Secondary impacts will be
those associated with the discharge of wastewater from the water treatment facility. No
wetland vegetation will be excavated and/or filled.
Site No. 14
The project should have a minimal environmental impact.
Site No. 15
If the project is conducted as proposed ±460 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Approximately 60 sq. ft. of wetlands (no marsh) will be excavated. The wetland area
excavated will be returned to pre -project contours after the pipe is in place.
Site No. 16
If the project is conducted as proposed ±1,830 sq. ft. of open water area will be
excavated.
Site No. 17
If the project is conducted as proposed ±800 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Approximately 160 sq. ft. of wetlands (no marsh) will be excavated. The wetland area
excavated will be returned to pre -project contours after the pipe is in place.
Site No. 18
If the project is conducted as proposed ±720 sq. ft. of open water area will be
excavated and 48 sq. ft. of open water area will be displaced by riprap. Approximately
150 sq. ft. of wetlands (no marsh) will be excavated. The wetland area excavated will
be returned to pre -project contours after the pipe is in place.
Site No. 19
If the project is conducted as proposed ±800 sq. ft. of open water area will be
excavated and ±48 sq. ft. of open water area will be displaced by riprap.
Approximately 320 sq. ft. of coastal wetlands (marsh) will be excavated. The wetland
area excavated will be returned to pre -project contours after the pipe is in place.
David L. Gossett - Washington Regional Office - 12 February 1996

0
Permit No. NCO084808
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
EP RMIT
TO DISCHARGE WASTEWATER UNDER THE
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Richland Township Water & Sewer District VII
is hereby authorized to discharge wastewater from a facility located at
a Water Treatment Facility
at the intersection of NCSR 1003 and NCSR 1932
east of Aurora
Beaufort County
to receiving waters designated as South Creek in the Tar -Pamlico River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective August 1, 1995
This permit and authorization to discharge shall expire at midnight on March 31, 2000
Signed this day July 10, 1995
A. Preston Howard, Jr., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

�/3
Permit No. NC0084808
SUPPLEMENT TO PERMTT COVER SHEET
Richland Township Water & Sewer Disdct VII
is hereby authorized to:
1. Enter into a contract for construction of a wastewater treatment facility, and
2. Make an outlet into South Creek, and
After receiving an Authorization to Construct from the Division of Environmental
Management, construct and operate a brine recharge wastewater treatment facility
located at a Water Treatment Facility, the intersection of NCSR 1003 and NCSR 1932,
east of Aurora, Beaufort County (See Part III of this Permit), and
4. Discharge from said treatment works at the location specified on the attached map into
South Creek which is classified class SC -NSW waters in the Tar -Pamlico River Basin.

1.
X: 2,660,000
1989: N/A
1984: N/A
2.
X: 2,661,400
1989: N/A
1984: N/A
3.
X: 2,661,600
1989: N/A
1984: N/A
4.
X: 2,680,200
1989: 2-80-8
X18
1984: N/A
5.
X: 2,682,400
1989: N/A
1984: N/A
6.
X: 2,657,000
1989: 2-79-14
R8
1984: 69-1004
E15
7.
X: 2,657,000
1989: 2-79-14
V10
1984: 69-1004
Al2
8.
X: 2,671,200
1989: 2-76-17
J15
1984: 68-1390
P5
9.
X: 2,675,600
1989: 2-76-17
W5
1984: 68-1391
07
10.
X: 2,682,400
1989: 2-78-19
K16
1984: 68-1393
P19
11.
X: 2,682,800
1989: 2-78-19
K14
1984: 68-1393
018
ATTACHMENT
Y: 566,200 Aurora Quad Lower Right
Y: 563,600 Aurora Quad Lower Right
Y: 558,200 Aurora Quad Lower Right
Y: 576,400 South Creek Quad Upper Left
Y: 577,200 South Creek Quad Upper Left
Y: 574,600 Aurora Quad Lower Right
Y: 576,000 Aurora Quad Lower Right
Y: 599,400 Ransomville Quad Lower Left
Y: 597,400 South Creek Quad Upper Left
Y: 593,600 South Creek Quad Upper Left
Y: 593,800 South Creek Quad Upper Left

v..J
12.
X: 2,683,400
1989: 2-78-19
M12
1984: 68-1393
N16
13.
X: 2,663,600
1989: 2-80-1
J9
1984: N/A
14.
X: 2,623,600
1989: 2-69-5
Q18
1984: 68-1381
N11
15.
X: 2,634,800
1989: 2-74-1
C8
1984: N/A
16.
X: 2,636,200
1989: 2-74-1
16
1984: N/A
17.
X: 2,634,000
1989: 2-76-3
N13
1984: N/A
18.
X: 2,633,400
1989: 2-76-3
H13
1984: N/A
19.
X: 2,665,600
1989: 2-80-1
W10
1984: N/A
Y: 593,800 South Creek Quad Upper Left
Y: 572,000 Aurora Quad Lower Left
Y: 619,200 Blounts Bay Quad Lower Right
Y: 593,800 Aurora Quad Upper Left
Y: 592,400 Aurora Quad Upper Left
Y: 577,800 Aurora Quad Upper Left
Y: 579,400 Aurora Quad Upper Left
Y: 568,400 Aurora Quad Lower Right