80-93 Beaufort County Water District III

Permit Class
Permit Number
STATE OFNORTH CAROLINA
Department of Environment, Health, 8t Natural Resources
and Coastal Resources Commission I n �k
Vrrmi't
for
X Major Development in an Area of Environmental
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Beaufort County Water District I11, Long Acre East, P. O. Box 1027, Washington, NC 27889
authorizing development in Beaufort County at the Pamlico River and its tributaries, sites referenced
below asrenuestedinthe, nermittee'sannlicatinndated awmgs
areas
This permit, issued on July 30, 1993 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.
General
1) Prior to any work at Site Nos. 1 through 19, a pre -construction meeting between the contractor
and a representative of the Division of Coastal Management must be held at the site.
Excavation and Filling
2) The area of waters and wetlands that is disturbed must be limited to the minimum necessary to
construct the utility line.
3) All excavated materials from Site Nos. 1, 2, and 3 will be removed and placed on an approved
highground site.
(See attached sheet for additional conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 1996
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.
i
_�)�Rogerli. Schecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Beaufort County Water District III Permit #80-93
Page 2 of 3
ADDITIONAL CONDITIONS
4) All wetlands excavated at Site No. 2 will be returned to pre-existing contours, not to exceed the
elevation of adjacent non -disturbed wetlands.
5) The temporary placement of excavated or fill material in waters or wetlands will be for the
absolute minimum period of time necessary to accomplish the work.
6) In wetlands, the top 6" to 12" of the trench should generally be backfilled with topsoil from the
trench. r
7) The trenches and Site Nos. 1, 2, and 3 will be a minimum width necessary to place the pipe.
NOTE: This project is authorized under General Water Quality Certification #2664 issued by the
Division of Environmental Management on 4/21/92.
Sedimentation and Erosion Control
8). All excavated materials at Site Nos. 4 through 19 will be placed on highground and stabilized
so as not to enter any adjacent surface waters or wetland vegetation.
9) Any exposed slopes and streambanks must be stabilized immediately upon completion of the
utility line.
10) Stabilization is required immediately upon completion of each individual crossing.
11) Excess material must be removed to upland areas immediately upon completion of construction.
NOTE: An Erosion Control Plan was approved by the Division of Land Resources on 4/27/93.
Riuran and Utility Line Placement
12) No riprap will be placed on any wetland area at Site No. 2.
13) All riprap at Site Nos. 1 and 2 will be retained at or above the normal water line
14) Measures shall be taken to prevent live or fresh concrete from doming into contact with waters
of the State until the concrete has hardened.
NOTE: Prior to any pipe placement, the applicant must obtain all -necessary easements on both
State and private properties.

Beaufort County Water District III Permit #80-93
Page 3 of 3
ADDITIONAL CONDITIONS
NOTE: Work within highway rights -of -way must be coordinated through the District Office of
the Division of Highways in Washington.
NOTE: Plans and specifications for the water system must be proposed by an engineer licensed
to practice in North Carolina and submitted to the Plan Review Branch of the Division
of Environmental Health prior to construction.

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APPLICATION TRANsm:ITTAL/PROSSING 1 �' 1'
J U N 0 1 1993
A) Applicant: Beaufort County Water District III County: Beaufort
Long Acre East)'`
Location of Project: Sections of Long Acre Township ---------- ----
Date Application Received Complete by Field: 11 May 1993
Field Recommendation: Attached X To be Forwarded
Consistency Determination: Attached To be Forwarded X
Field Representative: Gossett District Office: Washington .
District Manager Review:: n
B) Date Application Received in Raleigh: Fee Rec'd: $
Public Notice Rec'd: End of Notice Date:
Adj. Rip. Prop Notices Rec'd: Deed Rec'd:
Application Assigned to: on
C) 75 Day Deadline: 150 Day Deadline:
Mail Out Date: State Due Date:
D)
Federal Due Date: Fed. Comments Rec'd on
Permit Final Action: Issue 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 6 History
Div. of Env. Health
Div. of Highways
Wildlife Resources Commission
Div. of Water Resources
Div, of Marine Fisheries

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME Beaufort County Water District III (Long Acre East)
2. LOCATION OF PROJECT SITE Beaufort County, Long Acre Township
STATE PLANE
Blounts Bay
3. INVESTIGATION TYPE: DREDGE & FILL CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 5-10-93
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11 May 1993
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Beaufort County
LAND CLASSIFICATION FROM LUP Varies
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE_
COASTAL WETLANDS PUBLIC TRUST WATERSyy-
ESTUARINE WATERS OTHER
(C) WATER DEPENDENT: YES NO X
(D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A
PLANNED N/A
(F) TYPE OF STRUCTURES: EXISTING Individual wells
PLANNED Central water system
(G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE N/A
7. HABITAT
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Pickerelweed ±480 sq. ft.
(B) NON -VEGETATED WETLANDS:
(C)
Pipe installation throughout ±47 acres
project within AEC
(D) TOTAL AREA DISTURBED: ±480 sq. ft. +47 acres
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: N/A OPEN: YES NO X
S. PROJECT SUMMARY: The applicant is prnpoging to install Later lines
throughout Long Acre Township in Reaufnrt rminty

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name on
�esufg cr0rt e aCounsty Water District III
P.O. Box 1027
City Washington State NC
Zip 27889 Dayphone [phone]
N/A Landowneror N/A Authorized agent
b. Project name (if any) Beaufort County Water
District III - Long Acre East - Phase I_
c. If the applicant is not the landowner, also give the
owner's name and address.
See attached narratives
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
See attached narratives
b. City, town, community, or landmark
See attached narratives
C. County Beaufort
d. Is proposed work within city limits or planning
jurisdiction? See attached narratives
e. Name of body of water nearest project
See attached narratives
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Installing water lines for
public water system.
If you plan to build a marina, also complete and
attach FormDCM-MP-2. N/A
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New work
c. Will the project be for community, private, or
commercial use?
Community
d. Describe the planned use of the project.
To provide potable drinking water to
sections of Long Acre Township.
4 LAND AND WATER
CHARACTERISTICS
a. Sizeofentiretract Overall, 47 acres
b. Size of individuallot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
N/A
d. Soil type(s) and texture(s) of tract
N/A
e. Vegetation on tract See narratives
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan Classification of
th site? Consult the local land yrse plan.)
tryie t crosses severe c assifications
e ow:
xConservation x Transitional
x Developed x Community
x Rural Other
IL How is the tract zoned by local government?
N/A
i. How are adjacent waters classified?
See narrative
j. Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
3/91

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structuresproposed 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 or disturbed
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
f. Give the percentage of the tact within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
N/A
j. Have these facilities received state or local approval?
N/A
k. Describe existing treatment facilities.
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). N/A
m. Water supply source This is the source
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NIA
NIA
x:.
b. Amount of material to be excavated from below
water level in cubic yyards See narra
l+lateria varies from site
C. Type of material to site from organic material
to sand.
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
See narratives
e. High ground excavation, in cubic yards
See narratives
2
3)91

J
f.
Dimensions of spoil disposal area
c. Shoreline erosion during preceding 12 months, in
N/A
feet See narratives
g.
Location of spoil disposal area N/A
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
b.
Do you claim title to the disposal area? No
mean high water See narratives
If not, attach a letter granting permission from the
f. Type of fill material Class 1 Rip Rap
owner. C Yractor o a ran di osa area.
ex£ t on o gr goshs ng�
s o l ve e, a ac w ere
as
i.
Will a dis s area avarla�b a or future excava
er�.
If so, where ? N/A
8 ADDITIONAL INFORMATION
j.
Does the disposal area include any marshland,
in addition to the completed application form, the follow -
swamps, or water area
ing items must be submitted:
A
k.
Will the fill material be placed below mean high
A copy of the deed (with state application only) or other
watett Rip rap on shores of creek crossings
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
1.
Amount of fill in cubic yards N/A
the owner of said property, then forward a copy of the
in.
Type of fill material N/A
deed or other instrument under which the owner claims
title, plus written permission from the owner to cant' out
n
Source of fill material N /A
the pmject.
o.
Will fill material be placed on marsh or other
An accurate work plat (including plan view and cross
wetlands? N/A
sectional drawings) drawn to scale in black ink on an 8
p.
Dimensions of the wetland to be filled
1/2 x 11 white paper. (Refer to Coastal Resources
n
Commission Rule 7I.0203 for a detailed description.)
q.
How will excavated or fill material be kept on site
please note that original drawings are preferred and
and erosion controlled?
Except for creek crossings, excavated
only high quality copies will be accepted. Blue -line
material will be placed back in trench
prints or other larger plats are acceptable only if 18 high
after water line is installed. Check dams quality copies are provided by applicant.(Contact the
rip rap, and silt fences shall be used.
U.S. Army Corps of Engineers regarding that agency's
r.
What type of construction equipment will be used
use of larger drawings.) A site or location map is a part
(for example, dragline, backhoe, or hydraulic
of plat requirements and it must be sufficiently detailed
dredge)? see narrative
to guide agency personnel unfamiliar with the area to the
site. Include county mad (SR) numbers, landmarks, and
s.
Will wetlands be crossed in transporting equipment
the like.
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
7 SHORELINE STABILIZATION
ee arratives for
a. Length of bulkhead orriprap cSeM crossings.
No ulkheads to be constructed.
b. Average distance waterward of mean high water or
normal water level See narratives of
creek crossings.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3,91

Am
Name See narrat4 c
Address
Name
Address
Name
Address
A list of previous state or federal permits issued for
work on the project tract Include permit numbers,
permittee, and issuing dates.
A check for $250 made payable to the Department of
Environment. Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S.113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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 relaied
to this permit application and follow-up monitoring of
project
This is 30thday of April,
Landowner or Authorized agent
Granville Lilley, Chairman
Beaufort County Water
District III — Long Acre East
4 3/91

Beaufort County water District III
Long Acre East
Beaufort County
Environmental Setting
The project is located within sections of Long Acre Township in Beaufort County.
The specific sites are as follows:
Site No. 1
Upper Goose Creek, SR 1334 - At this location is a natural creek which is
a tributary to the Pamlico River. At the site is a ±53' long NC DOT
bridge. The creek has a width of ±23' and a depth of ±4'. Upland
vegetation extends to the normal water line of the creek. Very little if
any wetland vegetation is present.
Site No. 2
Broad Creek, NC 32 - At this location is a natural creek which is a
tributary to the Pamlico River. At the site is a ±170.8' long NC DOT
bridge. The creek has a width of ±105' and a depth of ±10.5' at normal
water. An area of wetlands (±40' in width) is located adjacent to the
creek at the northern end of the bridge. The area is vegetated with
pickerelweed. No coastal wetlands (marsh) is present. The southern
shoreline of the creek is vegetated with various upland vines.
Site No. 3
Broad Creek, SR 1326 - At this location is a channelized portion of the
creek that is described as Site No. 2. Site No. 3 is upstream of Site No.
2. At this site is a 137.4' long NC Dot bridge. The channelized creek
has a width of ±50' and a depth of 4.5' at normal water. No wetlands are
located at the site. Highground vegetated with various upland vines is
adjacent to both sides of the creek.
Site No. 4
SR 1319, Entrance to Summer Haven Subdivision - This site is located
within a residential area adjacent to a manmade canal which connects to
the Pamlico River. The area is vegetated with upland grasses.
Site No. 5
Private road within Summer Haven Subdivision - This site is located within
a residential area adjacent to a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 2
Site No. 6
Private road (Ridgewood Lane, Bay Street, Harbour Drive) within Ridgewood
Subdivision - This site is located within a residential area adjacent to
a boatharbor which connects to the Pamlico River. The area is vegetated
with upland grasses.
Site No. 7
SR 1320, Entrance to Shady Banks Subdivision - This site leads to a
residential area adjacent to a manmade canal which connects to the Pamlico
River. The area is vegetated with upland grasses.
Site No. S
SR 1323, Within Sunnyside Subdivision near Swanpoint - This site is
located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The project area is vegetated within
upland grasses, however, adjacent wetland vegetation is present.
Site No. 9
Dirt lane off of SR 1323 within Sunnyside Subdivision - This site is
located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses.
Site No. 10
Private road off of SR 1351 at Swanpoint - This site is located within a
residential area at the east end of a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.
Site No. 11
Private road off of SR 1351 at Swanpoint - This site is a continuation of
Site No. 10. The project area again within a residential subdivision
between a manmade canal which connects to the Pamlico River and the river
itself. The area is vegetated with upland grasses.
Site No. 12
Private road off of SR 1351 at Swanpoint (Duckview Drive) - This site is
located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 3
Site No. 13
Private road off of SR 1351 at Swanpoint (Farmville Avenue) - This site is
located within a residential area at the west end of a manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses.
Site No. 14
Private road off of SR 1351 at Swanpoint - This site is located within a
residential area on the west side of a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.
Site No. 15
River Walk Drive at end of SR 1351 - This site is on the opposite side of
the canal that was discussed as Site No. 14. This project area leads to
a residential subdivision. The area is vegetated with upland grasses.
Site No. 16
At end of SR 1351 - This site is at the north end of the manmade canal
that was discussed at Sites No. 14 and No. 15. Again, this project area
leads to a residential subdivision. The area is vegetated with upland
grasses.
Site No. 17
Man-O-War Drive off of SR 1324 near Broad Creek - The project area is
between a manmade canal which connects to Pamlico River and the Pamlico
River itself. The project site is a residential area which is vegetated
with upland grasses.
Site No. 16
Man-O-War Drive adjacent to SR 1324 near Broad Creek - This site is a
private road which leads to a residential area. The site is at the west
end of a manmade canal which connects to the Pamlico River. The area is
vegetated with upland grasses.
Site No. 19
SR 1324 at entrance to Man-O-War Drive - This site is located on the north
side of a manmade canal which connects to the Pamlico River. The area is
vegetated with upland grasses.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 4
Project Proposal
The applicant is proposing the following at each site:
Site No. 1
Cross upper Goose Creek with a 6" ductile iron pipe. The crossing will
have a width of ±23' and the pipe will be placed 4' below the existing
creek bottom. A ±10' wide trench will be excavated with a track excavator
and all spoils will be placed on highground. Riprap will be placed on
each side of the creek where the pipe enters the water.
Site No. 2
Cross Broad Creek with a 10" ductile iron pipe. The crossing will have a
width of ±105' of water area and ±40' of wetlands. The pipe will be
placed ±4' below the creek bottom. A ±10' to ±15' wide trench will be
excavated with a track excavator and all spoils will be placed on
highground. Riprap will be placed on each side of the creek where the
pipe enters the wetlands and the water.
Site No. 3
Cross the channelized portion of Broad Creek with a 4" ductile iron pipe.
The crossing will have a width of ±50' and the pipe will be placed 4'
below the creek bottom. A 10' to 15' wide trench will be excavated with
a track excavator, and all spoils are to be placed on highground. Riprap
will be placed on each side of the creek where the pipe enters the water.
Site No. 4
Estuarine Shoreline Site - A 6" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±4'. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 5
Estuarine Shoreline Site - A 4" PVC pipe will be placed through 110' of
estuarine shoreline. A 1'6" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 5
Site No. 6
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 900' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±4'. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 7
Estuarine Shoreline Site - A 6" PVC pipe will be placed through 190' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±4'. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 8
Estuarine Shoreline Site - A 4" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±4'. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 9
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 30' of
estuarine shoreline. A 116" wide trench will be excavated to a depth of
±41. Excavated material will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 10
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±4'. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 11
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 580' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 6
Site No. 12
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 60' of
estuarine shoreline. A 1'6" wide trench will be excavated to a depth of
±41. Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 13
Estuarine Shoreline Site - A 3" PVC pipe will be placed through 180' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 14
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 480' of
estuarine shoreline. A 1'6" trench will be excavated to a depth of ±4'.
Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 15
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 300' of
estuarine shoreline. A 116" trench will b excavated to a depth of ±4'.
Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 16
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 110' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±4'. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 17
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 350' of estuarine shoreline. A 116" wide trench will be excavated
to a depth of ±4'. Excavated materials will be side cast on highground
then redeposited within the trench once the pipe is in place.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 7
Site No. 18
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 350' of estuarine shoreline. A 116" wide trench will be excavated
within the existing road shoulder to a depth of ±41. Excavated materials
will be side cast on highground then redeposited within the trench once
the pipe is in place.
Site No. 19
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 280' of estuarine shoreline. A 1'6" wide trench will be excavated
within the existing road shoulder to a depth of ±41. Excavated materials
will be side cast on highground then redeposited within the trench once
the pipe is in place.
Environmental Impacts
If the project is conducted as proposed, the following environmental impacts will
occur:
Site No. 1
±230 sq. ft. of natural creek bottom will be excavated. The excavated
trench will be allowed to backfill naturally. No wetland vegetation will
be excavated or filled.
Site No. 2
±1,260 sq. ft. of natural creek bottom will be excavated. The excavated
trench will be allowed to backfill naturally. ±480 sq. ft. of wetland
vegetation will be excavated.
Site No. 3
±600 sq. ft. of channelized creek bottom will be excavated. The excavated
trench will be allowed to backfill naturally. No wetland vegetation will
be excavated or filled.
Site No. 4
±256 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 8
Site No. 5
±176 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 6
±1,440 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 7
±304 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 8
±256 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 9
±48 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 10
±256 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 11
±928 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 12
±96 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 9
Site No. 13
±288 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 14
±768 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 15
±480 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 16
±176 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 17
±560 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 18
±560 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 19
±448 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
David L. Gossett - Washington Regional Office - 26 May 1993

Beaufort County Water District III
Long Acre Bast
Beaufort County
CONDITIONS
1. All excavated materials from Sites No. 1, No. 2, and No. 3 will be removed
and placed on an approved highground site.
2. All wetlands excavated at Site No. 2 will be returned to pre-existing
contours and that of adjacent non -disturbed wetlands.
3. The trenches and Sites No. 1, No. 2, and No. 3 will be a minimum width
necessary to place the pipe.
4. No riprap will be placed atop wetlands at Site No. 2.
5. All riprap at Sites No. 1 and No. 2 will be retained at or above the
normal water line.
6. All excavated materials at Sites No. 4 through No. 19 will be placed on
highground and stabilized so as not to enter any adjacent surface waters
or wetland vegetation.
7. Prior to any pipe placement, the applicant must obtain all necessary
easements on both State and private properties.
8. Prior to any work at Sites No. 1 through No. 19, a pre -construction
meeting between the contractor and a representative of the Division of
Coastal Management must be held at the site.
David L. Gossett - Washington Regional Office - 26 May 1993

i
VV
J
APR 2 61993
g J
Pm u�M u
Ili6
April 23, 1993
Mr. Don Davenport, County Manager
112 West Second Street
Beaufort County Court House
Washington, NC 27889
Subject: Beaufort County Water District III
Long Acre East
Dear Mr. Davenport:
I have discussed the Long Acre East Water project with Russell
Waters, Public Works Director, and the plans that have been
prepared are consistent with the City of Washington Zoning
Regulations. Currently, the proposed project only covers a portion
of our jurisdiction, thus our response only applies to the
jurisdiction that the City of Washington controls. Therefore, we
hope that our reply satisfies the Coastal Area Management Act
requirements. In the event that you need further information,
please don't hesitate to give my office a call.
sincerely,
n
Bobby E. Roberson
Director of Economic
and Community Development
cc: Ed Burchins, City Manager
Van Lewis P.E.
Russell Waters, Director of Public Works
CITY OF WASHINGTON - P. O. BOX 1988 - WASHINGTON. N. C. 278BS

0
MAIN
MAIN TO BE CENTERED OVER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
OVER DRAIN.
36" MIN.
6 ,.MIN.
PIPE JOINT
EXISTING STORM
SEWER DRAIN
.k4o r A f c. 1 Ili 3
TYPE A CAMA CROSSING

GROUND LEVEL
�18�MIN.
6 MIN.
10 LF MIN. STEEL CASING INCLUDED
IN UNIT PRICE OF PIPE.
STEEL CASING TO BE CENTERED
OVER DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
INSIDE CASING.
TRANSITION TO 36"COVER WITHIN 50
ON EACH SIDE OF STORM SEWER.
ROAD
PROPOSED PROPOSED
STEEL CASING WATER LINE
w w
SILT FENCE
ROADSIDE DITCH
RIP- RAP/GRAVEL
FILTER CHECK DAMS
EXISTING STORM
SEWER DRAIN
IPE JOINT
Mare IC/ 1R93
TYPE B CAMA CROSSING

'L
ROU
I1 CULVERT
PROPOSED
`WATER LINE
W
FENCE
ROADSIDE DITCH
?AP / GRAVEL
R CHECK DAMS
MAIN TO BE CENTERED UNDER
DRAIN,
NO PIPE JOINT SHALL BE INSTALLED EXISTING STORM
UNDER DRAIN. SEWER DRAIN
PROPOSE
PIPE
24 MIN.
CEN T
TYPE C CAMA CROSSING
JOINT
MgrLk /C,' Iqq-3

�6' TO 9�
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA
N1n"h I ict

3 Walla Watta
1507 9101*61,
I'i 5o�in•r � '
F4. Not to\% -
1526
a ..
152 y° 1507
1524
I� ` E 25
Ills aula000i ' e0
1543
1520 s 9
1507
I52 c2: 160 31 _
C 156�
sun yar 32 CJ
551 • 16CC
i
1 7 �Ou ICS `rIECs 4JOd5
"u 13z�, r 38 — INDE�xMAP
<cc
NO
US\� 25
•
�ess�Ta 2
;• • s 1 31 a e. 421
_. _III.,• i 741 311333
E3] c
1 � I 2 ^�
579 3 2 47
\ �JJJ yr• •
pam6co 1365 �y
plonratM q �' CAMA AREA
!� r{ GO as I
LJ Up s 1334
5
� 'Goose Creeks
State Park 3 •.�
X MAP
�R NQ

taDt
DISTRICT $ CANA AREA
I mue AREA 30 I
3 "NlE+ LONG ACRE EAST U
Q a 1
! 32
tea/
33 �
COUNT
1 FoaEsr cLul
NEIGH rS I 23 ` ESTAr
n� /27 e r
3SD Oi ',
I 900�J L__ 22
12
,• I ' 901 T• JJ / 1322 \
A; 6 I
1316 p I. �1320 /• e 1
13191 x�l' �
I,• I .I e l I IC
I.--1 CAMA A;q RIDGEWOOD 13
73 7 I O J 9 4 10 c"A AAEA 11 aMA AREA
i• �- I r` �� r I• 9027
GRIFFINS 900eRIVER .• SUNN
ACH 1321 — ySIDE
ACRES UMMER HAVE SHApy t3
GLENHAVEN JAMAKA
SUBDIVISION 17
CAMA AREA
cavrAlB's coy
. km
DUNCAN M JJ GORE
�q�• SUBDIVION
\ zws. e, ea.ee Y., , R C...", em
23 Mmen.,y 1339 M."..
O
r
13240
Ae . ' •i .��' C OV K
nza BROAD CREEK
cam
IB CAW AREA
CAAAA AMA CAMA AREA Ir
• SWEEt9R1AR 16 r
16 i
B AMA 13 i
0,i
~ 10Mare 101 199.9
e /• 14 CREAAMA /
1
e. 12
�13 N ARE5/ WAN1 4MA AREA

NCSR 1334
�W
UPPER GOOSE
CREEK
53'
0.71 4.68
BRIDGE
it
4.96 125 t 3.06
29.3' CAMP LEACH ROAD
100 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE, 350 PSI, BALL JOINT
PROVIDE RIP -RAP 1
ON NORTH 8 SOUTHSL IPES
53
4.
R LEVEL
W
W
I
100 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE, 350 PSI, BALL JOINT
MclrAcl7 10, 1993
CAMA AREA O
BEA UFORT COUNTY WATER
DISTRICT MZ
LONG ACRE EAST
SCALE: 14= 30'HORIZONTAL
I = 10' VERTICAL

NARRATIVE FOR CAMA AREA I_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
Location (Road number, street name, subdivision, nearest water body)
SR, 1334 acroSS UP IerGoos& cf-ef'k
Type of CAMA area:
i( Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length 7 R± Depth Sti
de b
Width 10 -rf a % 4, of +tt- , r 4
Estimated excavation volume 40 GY
1.17 lc, c/ LL'ntcr5 —
4. Dimensions of estuarine shore area disturbance: ,]C-r
Length 1 50 F f Depth S Pe C ros s i nn Ole 76 r
Width I % 14 i-o 4- 4'1- Wide +r-,Ji w; iti 6 4,? /0 -FP S c�e�4s l
Est. excavation volume /00 CY Est. disturbed area / j 0 CY
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
Vegetation at site.
Yes K N/A
Yes — -Y N/A
Backhoe
D405PIA93
930428

NARRATIVE FOR CAMA AREA )
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: run e- r-e e )c 12 a Mks emSow; .. a !_
!+ ~s
CPef) !liiPr haC/C -f ll of n' 1. roe w%;Cl, i s Le
c t-Q,P1c ,
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Lps s 4kan L
Length of Rip-Rap(alongshore) L TFFF �nr)o 5)Iore
Average distance waterward of rip rap to normal water level L. -Fee4-
Amount of fill to be placed below mean high water % G Y
Type of fill material G / 4 s Ro - r-Q,p
9. Name of planning jurisdiction ni 0 h e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? X Yes No
NCDOT Encroachment K NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? IJo
Water line to be on private land? No
tv A Easement obtained N/4 Copy of easement attached
N A Seeking easement at this time
ss
1)405PJA93
__ . _.____ _.......... ......... a o.mn
2
930428

NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
_Riparian owners names (for public trust waters crossing)
S+a+e oT /J-14 (-411Lna_
Raleyl,l A16
K o o4+
P. T N. k,: -f+
Edcl 'e 'T knot+
P.O. Box 58 4-
Wasl7' Tu±Qn N(S 27299
Ja Ck,C Jones
Suzgnne Jones
R+ y Box R71
vj,5A n5+�, h1C 27P89
D405PJA93
930428

FLOW
170.8'
BM- SEA 2
PLAQUE ON BRIDGE
ELEV= 9.65 NGVD 29
BRIDG E
25.4'
NC 32
NC 32
28
IB'acP
W -
o
I WetLstiJ'.
CONCRETE 9WALE O
_ W
Mai 4el
W
A 8
AM
PROVIDE RIP -RAP ON
\s/f,�/DVIDERIP-RAP
BROAD CREEK
//
CREEK SLOPE
ON CREEK SLOPE
FIBER OPTIC
CABLE LOCATION
SIGN
240 LFCREEK CROSSING
WITH 10" DUCTILE IRON PIPE,
350 PSI, BALL JOINT
170.8'
IB' RCP
INV • 6.31 INV• 6.93
LUt}'I<tn�
7. 5
W
A re C.
WATER LINE
W
CAMA AREA O2
Io. d
BEAUFORT COUNTY WATER
DISTRICT M
LONG ACRE EAST
SCALE: I = 301HORIZONTAL
= 10 VERTICAL
240
mcirc-1, IDl i«q3
240
LF CREEK CROSSING WITH
10° DUCTILE IRON PIPE, 350
PSI,BALL JOINT

NARRATIVE FOR CAMA AREA 2
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
2. Type of CAMA area:
_X Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume 14-0 C.Y
.Z:n Ic;,,d LVc:fer.� -
4. Dimensions of estuarine sbore area disturbance: S e < 1 , ,, v�,'t
Length Soo Depth zp(a i+)
Width
Est. excavation volume___? 30 cY Est. disturbed area 7 6 U 5 Y
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes K N/A
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
_Track excavator
6. Vegetation at site.
Sme11 irPy !_ si,F� n rl hrr ble ova in '{A S"ele
.vd i C. C 0.�' 'l�G l Al Prra COY' V)or 41, 9iClF'.
D405PIA93
nc . nanor_rn_TICT_m_l` aMA-2.PMT:2
930428

NARRATIVE FOR CAMA AREA 2
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Kip _
f!�"5S $eP[7 Qtff[r -rkr,-1 � 9 V' ere- i'5
Ir-
I
nod- uncle,- Creek.
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Less +4- " 1 �f
Length of Rip -Rap (along shore) 1 5 Feel as r 1�u ^ k
Average distance waterward of rip rap to normal water level Less 4 a, Z �f
Amount of fill to be placed below mean high water B 0_ CY
Type of fill material Class 1 E ,p R! n
9. Name of planning jurisdiction No h e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? X 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? N 0
N/A Easement obtained N/j Copy of easement attached
$_Seeking easement at this time
D405PIA93
930429

NARRATIVE FOR CAMA AREA 2—
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
x Riparian owners names (for public trust waters crossing)
!-Ina /'ll�'nno4 lyrnv 'Je se lam, B�aCk
UJ;II.aM A. Oc�Fnl rsj CPA 5205 S ore r �c
P D 8 ,c 190 y"rnin u teack VA 23455
w45h;njfv.,, Nc 27Z 9
1J405P1A93 930428

NCSR 1326
100 LF CREEK CROSSING WITH
BROAD CREEK
13 7. 4
BRIDGE -r t I POD
SOIL/STONE
°DUCTILE IRON PIP , 350 PSI, BOLTLESS RESTRAINED JOINT
PROVIDE RIP -RAP
ON CREEK SLOPES I
100
100 LF CREEK CROSSING WITH 4' DUCTILE IRON PIPE, 350 PSI,
ont Ti coo DCeTDAimrn .IOINT
-,-h 10/ 1993
A AREA (
BEAUFORT COUNTY WATER
DISTRICT M
LONG ACRE EAST
SCALE: 1.= 30� HORIZONTAL
I = 10 VERTICAL

NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
2. Type of CAMA area:
i� Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length 5 o FF Depth
SPe r
rossJ�a
- or_ i le
Width l O i
Estimated excavation volume 60 c Y
4. Dimensions of estuarine shore area disturbance:
5+,
a t-
ulyi,, < <: b L-
Length )O 4-t Depth
Sae C'/'o55i9
PrU
Wid[h
Est. excavation volume !n O C.Y Est. disturbed area
/ 70
S Y
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 X Motor grader X Backhoe
X Track excavator
6. Vegetation at site. a .d a ra S c
D405PIA93
930428

NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: '' — ra CI—Ie-/KJ `�eK 'JW/P+
-75
fs loo { tNclfr creek
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months • I Pss l l c, I {o o f
Length of Rip -Rap (along shore)
Average distance waterward of rip rap to normal water level Less 1 /•�-, Z �o{�
Amount of fill to be placed below mean high water 10 GY
Type of fill material G la 1 R_' 4 —
9. Name of planning jurisdiction (ion e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes No
NCDOT Encroachment ___Y._NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? %y0
Water line to be on private land? ND
Easement obtained N�/} Copy of easement attached
VIA Seeking easement at this time
D405PJA93 930428
...,innor_rn-nlS -M-LAMA-2.PMT:2

NARRATIVE FOR CAMA AREA .3
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. property owners names (for estuarine shoreline site)
X Riparian owners names (for public trust waters crossing)
14Con Is{h"T I
j-I G rri San -rk' 3h
Roc
WrA5 rhy-l-or,, NG 27aaY
Ills A. P'
uby PipPih
P+-zz; o X 4- 00
0/46 nq fow) MC 27889
D405PJA93
nonncnom_IY nmK _m.CAMA_2. PM-1
930429

IsS
I�
ASr N. I-
1
24'-15"RCr DRAIN
I1 PROPOSED 2"PVC,SDR21,200PSI WATERLINE
Y 5'MIN. FROM EDGE OF ASPHALT ROAD
ELEC.
16'
ASPHALT
1 11
1
H UGH
Sp HODGE
Ti55 6
I}04
Sr KENNEDY
16971 RT.5 sox 279
ROPOSED6"PVC,SDR2!,200PSI WATERLINE
;'MIN. FROM EDGE OF ASPHALT ROAD
4'STEEL CASING, MIN. THICKNESS 0.188"
)PSI WATER LINE
D 2"
BOX
BOX
3132
i5" RCP DRAIN
2 S G/C
f 25164
36-24'CMR DRAIN
LAMA AREA ,.s': c/D
O II PROVIDE
11 Rlp-RAP/GRAVEL FILTER
PROPOSED CHECK DAMS
28LF 8..DRYBORE WITH 8'STEEL CASING,MIN,THICKNESS0.188"
AND 4"PVC,SDR21,20OPS1 WATER LINE
I EA.6"GATE VALVE 8 BOX
I EA, 6"x4"TEE,0I
IEA. 4"-9COSEND,PVC
2EA. 4"-450SEND,PVC
I EA.6"DI PLUG,TAPPED 2"
1 EA. 2"-9009END,PVC
I EA. 2"GATE VALVE 8 sox
I EA. 4'GATE VALVE 8 BOX
IEA. 6"x6"TEE,01
1 EA.6"GATE VALVE 8 BOX
I EA. FIRE HYDRANT, 41/2"
PROPOSED 2" PVC, SOR 21,200 PSI WATER L I NE
5' MIN. FROM EDGE OF ASPHALT ROAD
March lo, i993
Scale : 1" ILC/
DI
7V
19'
ANC
E•C
2914
3
C1

NARRATIVE FOR CAMA AREA 4_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
Location (Road number, street name, subdivision, nearest water body)
a p. 13 1 9 /a onto ?_7` -Feet -Fro.n Soul-4 -epiel
e;4- head o•i i n kia Pa ml ",0 r�!iljek-
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing _Estuarine shoreline aeea-en4y
3. If crossing, dimensions of crossing:
See Tf e G
Length &Y Depth LAMA C row s f n u � %
Width AILA
a
21
Estimated excavation
Dimensions of estuarine shore area disturbance:
Length / c> F f Depth 47_ i o 70 i'r, c l �s
Width 1 i 4- G 4n 7, Sicleca L-f
Est. excavation volume Z 5 cY Est. disturbed area 12 5 Sy
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Yes
_Yes
--K--N/A
NIA
Trencher X Motor grader K Backhoe
Track excavator :DrX bar add; ,e
Vegetation at site.
D405PJA93 930428
Rv n,IFnRT-Co-nIST-m-CAM A-2.PMT:2

NARRATIVE FOR CAMA AREA 4-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
f
7. Stabilization measures: /Kip -
rI
1-._..LI_'•11: .. ,, S'�{--t-r��ce cc'l- Cros Srny,
8. Shoreline Stabilization (if creek crossing) Sep h'o�•� .�of aPP �'C"�'��
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high
Type of fill material
9. Name of planning jurisdiction No )t e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right -of --way? %S Yes No
NCDOT Encroachment __)L_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?
r�Easement obtained
�/ Seeking easement at this time
Copy of easement attached
1)405P1A93
2
930428

NARRATIVE FOR CAMA AREA 4-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
Riparian owners names
'}a rl ps � rimeIYL
C/o Jvmuel GriSf- Grimes
P O Box /297
Wash; lyho.i Nc. 27E27
n VJayoe ketin GV
Nao.n; Ke.,nec�y
2 71
bvasll;,1j}0„J NG 2-1a37
Pict,a, PIc J{1oi/ Leach
/♦t ' J3Ox 2-71
Wks t +o�2j AC• 2MF
D405PJA93
AF n t IGnRT-rn-nlST-m-CAMA-2.PMT:2
930428

CAMAA AREA
/
l J �_
PROPOSED
I EA. 4"x 2°TEE, PVC
I EA.4"PLUG, PVC
IEA.2"GALV. BLOW -OFF ASSEMBLY
W
R
U
/
KEITH STEWART
U61
/PATH
LINONT WMITLEY
❑
Ot2S END OF ASPHALT
P 9toe
s WINFIELD
tY63 RT. 3 BOx 278 A
also
S P FRANCS$ R.
1229 LARKIN
410 RIVERSIDE
DRIVE
IZ
1 W
7t78 N
SP KERN ONACKNEY
Q
691 P.O.BOX 1268
ITEL
ROSS
BOX 277R
I I L 7RE. T
�WARNING
2
UNDERGROUND POWER
6129
7P6 MR0THY PASJA
❑1709
(n ROSEWO
10'
DRIVE
GREENVILLE.
ASPHALT
27858
} 40'
CONC. St3O
SP JAY M. HODG E
PROPOSED 4"PVC,SDR 21,200 PSI WATER LINE
120 Ro. BOX 140
5'MIN. FROM EDGE OF ASPHALT ROAD 4"
1 4t97
I
I 3P JWINTE
B.ISSO
S
WINTER$TV
PO. BOX IBOS
ELEC
TEL
ELEC
4144 SP
ROY BROWN
SP 4t44
1339 ROY C. BROWN
RTS 11UX 271 1360
RT.5 BOX 273
25' R/W
2067 900
RBOROONC
Mar(A IC1!`i JJ'Y
S") e, 1 :.'CC

NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
P, ✓aJe -i af' S�<iheoc% ernd mf S(fMkIPV Nnuen
c L-1 S/ Goa Wi�('i'1 %J -7F+ Ni" CCfna
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Estimated excavation
Ditch crossing
X Estuarine shoreline area only
4. Dimensions of estuarine shore area disturbance:
Length I1 O -F+ Depth 4-0 ;n
Wid[h 1 '/� % ire �l w li 1, G -rr 5l�F�oS�
Est. excavation volume__?5 C Est. disturbed area R O 5 i
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher X Motor grader
Track excavator
6. Vegetation at site. C) I a ti"I J tnn s s
Yes
Yes
A N/A
_�N/A
X Backhoe
D405PJA93
..........gem -n ♦ 11 n, lrAlAe_0 DAAT•1
930428

al i
NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures:
ra ss
8. Shoreline Stabilization (if creek crossing) sec floe A//A
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water
Amount of fill to be placed below mean high
Type of fill material
9. Name of planning jurisdiction "o P -
Certificate of zoning compliance obtained? 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? es
Water line to be on private land?
Easement obtained Copy of easement attached
X Seeking easement at this time
D405PJA93
BEAUFORT-CO-DIST-m-CAMA-2.PMT;2
930428

NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
ne7aG I7 fiar kme i
Box Ia4"B
R A Ltl; f E 1 rl
Rt. 5 ) .Bo >c 278 A
A IC, 27889
Kf�4- S+ewari
SN., er Haver,
bh/�s{,'�ioofA/C 27HE
f ra HCP'Lalkll,
4/0 Riverside DrIve
yya •flt!' lion, NC 27239
i a _ +-
S,P�A�er 11 avew
Wa�n4-o,� A L-
D405PJA93
BEAUFORT-CO-DIST-m-CAMA-2 •PMr;2
930428

alrr NrlNt wuvu Lrnc 1CIIAIN
b LINN NP
IP SP SDA
Ni AAT Ll CAMA AREA PENCE
32 9#73
IPONT MOORE
TOOD LANE 3D2 RIDGEWOOD LANE 6
PROPOSED2"PVC,SDR21,20OPS1 WATERLINEA
AS5'MIN. FROM EDGE OF ASPIIALT
D'R/w ROAD.
L le,
N. SIa.
ASPIL — —
30*
A9PPN. — —
W
E• I j—•- RIDGEWOOD LANE
1P I PROPOSED 3"PVC, SOR 21,200 PSI WATER LI E /
1 IE 5,MIN. FROM EDGE OFASPIIALT ROAD.
IS P
!3s9
(52
FOREST
r6E WOOD I
.NE
E•21
IRICX
3rr T R
BOAT IIARBOR
I II
Il O
A �E•oISoF --
VERAINSPSAsCONC.
r
I5CN
BELOTE
MERCIAL TRUCK
OX 60!
IIINGTON.NC
PROPOSED 1
PROPOSED
I 1 1
2 'P VC,SDR 21,200 P51
WATER LINE 5 MIN.
FROM EDGE OF
ASPIIALT ROAD. I R P I R P
CAMEA AREA I slAz I 5205 I
�• 2
BO'R/W V E•SYITBI
—� — — ASPIIALT �..��I I
'UNDf RGRO AND
IIARBOR RI
— ILL YS conc.
CONC. A!
PROPOSED 2"PVC,SD1
PROPOSED 41,Vr.,SOR21,200 PSI
WATER LINE
1 S'MIN. FROM EDGE_ OF ASI•IIAL1
ROAR
nn
I
60R/W
'
1
sP
1STT
DUVAL
!
I
I.
I
,• 9P flIC11ARD
IA31 WESTBROOK
105 PINE STREET
.1;
l
3 2" SOA9 105$#ARBOR
DflrvE
—
PROPOSED
s1lz
DI 1. DEAN
it .
tiA
�
q PVCrSDR21,20OPSIWi
5•MIN. FROM EDGE OF A'
>-
1031-5 unrmoR -RrvE
Ey.
�•;�.`
-1
V --PROPOSED 2"PVC,SI)R21,200 PSI WA7FR
LINE
CONC.
_
T.
! 5'MIN. FROM EDGE. Of ASPIIAIA ROAD
Mu rc ti
'!
1 C•I 1993
sced e.
10= 1 oo'

NARRATIVE FOR CAMA AREA Co
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
I. Location (Road number, street name, subdivision, nearest water body)
I� in e"'QV l Lat.� Ilvv STree'1- And Ner-be,
I / J� i I
!4i R/l Opwood �1iF74iV1S foul 1e r- 1')Da - 114Y�
Fc t�G,.,1;co Rive -,
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Estimated excavation
. Ditch crossing
J( Estuarine shoreline area only
4. Dimensions of estuarine shore area disturbance:
Length 9 0 o F+ Depth 4 o i n
Wide j2 �� wlcle hrpnCl� %pi4-15�7Lt SiClecas4
Est. excavation volume --Lip 70 GY Est. disturbed area 700 51'
Crossing in road shoulder above culvert? Yes __,X--N/A
Crossing in road shoulder beneath culvert? Yes N/A
5. Type of construction equipment to be used:
X Trencher X Motor grader X Backhoe
Track excavator _ I>. l7o. ma c 1, %r
6. Vegetation at site. Yc7!-U C}n s
l l'�j
D40SPIA93
onn irnP7_rnAIST-m-CAMA-2.PMT:2
t
930428

NARRATIVE FOR CAMA AREA Cn
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
r. W
7. Stabilization measures:
8. Shoreline Stabilization (if creek crossing) �P� �'o., NSA
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high
Type of fill material
9. Name of planning jurisdiction nio&I e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes )< 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 Copy of easement attached
Seeking easement at this time
1X05PIA93
FA
930428

NARRATIVE FOR CAMA AREA & _
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. _Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
a.NG L�iM�4 /1,,�yV✓1
ssaciaf�s
lnla�-L��;r_�� �UL 27889
IA),Ihaph L. bean
105 OarbDr Dr;V'e
VVasl, na4in AIG 27M
307—R;J Ewooci Lane
Wa hi o n IVG 27889
4A/a�
I OS Harbor nriYe
yyasA.'" 00 . AJC, ?.7F F9
Bryan 8elo4e
p, o, Box (003
1Ala�(,;„Tq�y NG 27F89
Mai-i-henl RauscAen bard
304- R;c9ewoo I-ane
tnlasC,;,,,,t��, nlc. 27B'89
D405PJA93
930429

JACK CAMPBELL
F1
LARKIN
BOX 49
23t 14 PROPOSED
60 LF fi" CLASS 50 SNAP-IDK
RESTRAINED JOINT DUCTILE CHANNEL
IRON PIPE
PROVIDE RIP -RAP ON BOTH
SLOPES OF CHANNEL
PROPOSED
CITY
It" EFFL ENTIINrrKRTERJLINE I 1 1
I \
7
RP
514C
25 t3f
C. WELLS
X
RRt.[ , BON p
Rr. i. E,BOX
PROPOSED
30 LF 4" URYBORE WITH 4" STEEL CASING,
MIN. THICKNESS O.IBB"AND 2- PVC, SDR 21,
200 PSI WATER LINE
2 EA.6"GATE VALVE B BOX
1 EA. 4" GATE VALVE d BOX
I EA. 2" GATE VALVE B BOX
I EA. 6"x 6" TEE, DI
1 EA. 6" A 4" TEE, DI
2 EA. 4"-450 BENDS, PVC
1 EA. 6" 01 PLUG TAPPED 2"
2 EA. 2"-900BEND, PVC
n r" o" ,..0.....n .....
IIILTON R. MCDLIN
FIT 22 BOX 44
MAVIS E.CIIl1PPELL
P 0 HOX 453
1160
00T$ON
AT. eLBOY 17
ee t_Y9
T R TYER
W. E,
20e1
2Bt50
SP
E4D
EO'CONC. DR.
[3
Pe`
Cow
OR.
3t
❑
11149
MRS RP DRAWER ANO999
6078 LOUISBURG, I
T
1IBe
MOORE
I
RT. P , BOX C
I
F-s-pl Itoo
1736 ED RINGO
ATE, BOX
E
Itoo
SP JAMES W. Pi
97E P.O. BOW Ie
Of47
9P
CNRISiORR
[S7�
RT [, Box
E•otoo
4i
I
IL`•OIoo
mar - + ❑Ot47
RAY WA14>EN JR. WALTER HILL
pT 2 1� AT. [, BOx 19
SP 13 [PRO SDR P1,
Poet too /PSI O I of
MIIDREG F Ix
E36 E C. IN ST GRAY ik REK I BD MIN. f 111 E. B fh $
P3B E. MAIN ST Jp I ,J EDOE OF
RT [, Ix31131 I W ( ROAD T
IT09 It41
R I ID Ae 1 ❑ PEARL NARRIS
a E BOX 40
�{ Epf1�p WIlL1AMSTpi,A
1" ASR/L VACANT LOT:
E7t BB RONALD R. GALLION LOO PEARL HARRIS
RT E le 15E09 S. STEWARD/[ i- T. 'I BON 10
PI EASANT HILL. MD W—I-r���W
PROR CITY OF WpS1NWT
IP EFFIOENT w _
DONALD E./L7LT CRAW L_ — _ — _
RT. 3 BOX DE LINK �- — —
RUSTAURG, a FENCE I ,
[too I /
qP
Si 50 I VACANT LOT:
MARTHA C. PINKERTON /
iERESA S. STELB➢7T I IEIO COLONIAL APT 1101
to ST MANY STREET NORFOLK , VA
1 RALEIGH,pNC I RP /
M a m t, I C-! ! �I 13 I 5168
looT
Soule : I

. . .
NARRATIVE FOR CAMA AREA "%
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
Location (Road number, street name, subdivision, nearest water body)
SR 1320 gcros5 di'+cl, 4n P-Pn/ CU RIJer
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing _Estuarine shoreline aFea only
If crossing, dimensions of crossing:
See Type C
Length N/A Depth G
Width N�A
Estimated excavation
4. Dimensions of estuarine shore area disturbance:
Length 1 90 f+ Depth
Width 1 1/ J+ +V t} T+ -}rehj, W'�l> `S fo g ft `i lFca S�
Est. excavation volume 50 GY Est. disturbed area 1 7 S SY
Crossing in road shoulder above culvert? Yes N/A
Crossing Crossing in road shoulder beneath culvert? Y Yes N/A
5. Type of construction equipment to be used:
X Trencher x Motor grader x Backhoe
_Track excavator DqXbo.e
Vegetation at site. l 111d q ra s s
D405PJA93
BEAUFORT-CO-DIST-nI-CAM A-2.PMT;2
930428

NARRATIVE FOR CAMA AREA %
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
8.
Role
11
Stabmeasures:
Rip 1-4 n
rslu eked
'�iilization
a rou-.d
C[Iaiw)e1ul So
gr455 See/
81-+fr
1-area
b4 ck-6'11;,.n.
Shoreline Stabilization (if creek crossing) Sec4ion WA
T
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water,
Type of fill material
Name of planning jurisdiction /�)o �� e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Water line to be within non -DOT public right -of --way?
Water line to be on private land?
N n Easement obtained
Yes
X Yes
No
No
X NCDOT Encroachment
application applied for
0-
MIA Copy of easement attached
NIA Seeking easement at this time
D40SPIA93
930428

NARRATIVE FOR CAMA AREA 7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names
L ioda i< gobersopl)
Rf. 2J Box 1f
VVgf�rj /JC: 27289
\h( k' Daf-son
Rr, 2J Box 47
wa�o fJC 2-71M
Vickie C, Da+_-DY
2-36 E, Mam Sh
Wasbrn54-on.NG 271M
_ Mary Anne r-
R+ 2J Box 4-9
)A/0 5A;.4+00, h/C. 22889
D405PJA93
930428

.
j
LOT
"IE W. SLACK
PROPOSED
3, Box 366 /
\
I EA. 4'z 2"7EE, PVC
/
I EA. 4"GA7E VALVE B BOX
I EA. 2"GA7E VALVE 9 BOX
/
".r�rKIN
p•p\
SR f06 SUNNYSIDE DRIVE
1ST
I EA. 2"-450 BEND, PVC
I EA 2"- 900 BEND ,PVC
I EA.2"GALV. BLOW -OFF ASSEMBLY
13 r93
GODFREY
SR 3C8 SUNNYSIDE DRIVE
I6a8
14,78
KARNS
SR SIC SUNNYSIDE DRIVE
39
\A
9A
I6t00
RICHARDSON
7
<
131119 SR 312 SUNNYSIDE
•� 4Ip
DRIVE \
= 21'CDNC
0
16w
L
•. 23CONC.
17r43 (C♦
♦
EDOIE KN
Zsp 14 SUNNYSIDE
413 DRIVE
ASPHALT
17?79
3CONC
+
G
1-IS"PVC
2-48"CUP
PROVIDE
RIP-RAP/NORTH B, SOUTH SLOPES
PROPOSED
19110
LAMA AREA
LOWERY
316 SUNNYSIDE
DRIVE
V1
SP
20
4"PVC,SDR 21,200 PSI WATER LINE
S' MIN. FROM EDGE OF ASPHALT ROAD
19t94
EOrARD WATSON
SR 318 SUNNYSIDE DRIVE
19
21152\
OSHED HENRY HODGES
�TEL
20 SR ]205UNNTSIDE DRIVE
� zl
lcc

NARRATIVE FOR CAMA AREA �?
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
I. Location (Road number, street name, subdivision, nearest water body)
h)CSR
[)rive)
be+t-yeeki
3)zt
and
3f(v
SSuysrdc-
Drive
aer-oz5
C.4r 41 4. Pac"bco
Riuet
2. Type of CAMA area:
Creek crossing
_Canal crossing
3. If crossing, dimensions of crossing:
Length N/A
Estimated excavation
Ditch crossing
_Estuarine shoreline area-valg-
s�z 'iyp2 B
Depth C: ANIA C,o—­s%oLu D,I
4. Dimensions of estuarine shore area disturbance:
Length 1 Co D L,f Depth 40 r n
Width �a -F+ frei+c t+ �t S i �PCa S i
Est. excavation volume 30 CY Est. disturbed area 120 SY
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher XMotor grader
Track excavator
6. Vegetation at site. 14 r
X Yes • N/A
Yes �< N/A
_�Backhoe
D405PJA93
I
930428

0 .
NARRATIVE FOR CAMA AREA $
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures:
f taA M.1e/. 5-)
8. Shoreline Stabilization (if creek crossing)
10
11
Seri irJr1 ine - Cfy/i,'1114
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high
Type of fill
Name of planning jurisdiction
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
yes No
_Yes No
K NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? /Vo
Water line to be on private land?
N/A Easement obtained
NIA Seeking easement at this time
Copy of easement attached
D405PJA93
as s i vrnvT.r0-nmT-m-CAMA-2.PMr;2
3
930428

NARRATIVE FOR CAMA AREA S
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
Riparian owners names
Edd;e kno++-
31¢ SunnrsidC Drive
Vll�ion� A1G 7_7889
Jawl Pc- L SPY
31(p SNn n�Sj C16 rr Vim.
11Ju�+o.,i /JC. 271589
D405PJA93
nc.I mnuT rn_nlc -M.PAM s_2. PMTu2
930428

3rso
MICHAEL VOUNT
205 HAVEN WAY
146
)T la
IT W. LYNCH
CAROLINA AVENUE
ED
SDR21,20OPSI WATER LINE
PROPOSED
1 EA. 4"X2"TEE, PVC
I EA. 2°GATE VALVE B BOX
2 EA. 2"-22'/2° BENDS, PVC
� A
4-
G
0
2r99
GARY KEECH
300 SUNNYSIDE DRIVE
SP
709
2rsa
JOSEPN E. tAYLO R,JR.
I 1
CA.MA j \
AREA \\
PROPOSED \
2''PVC,SDR21,20OPSI \\\\
WATER LINE \ \
•fp. \
1Oe33
JOHN MAHONEY
s9 A 210 SUNNY$WE DRIVE
)LARD Q
IYSIDE DRIVE GIB
TEL
i
3n2 END OF R p
1 CUL-DE-SAC 3067
N WAY--_-- KEll
I09HAVEN WAY
20' 2r37
SPHALT 17'COMC.
SI WATER LINE
"ASPHALT ROAD
sP
7a2
2107
JAMES PITTS
105 HAVEN WAY
otso
BRIDGE$
107 HAVEN WAY
5P
759
0133
WRIGHT
203 SUNNYSIDE DRIVE
Sp 212 CAM ELIA
1369 302 SUNNYSIDE DRIVE
/
LOT
/NAROLD E.V
Ir79
J.N NODGES�
RT. 2, BOX 1RP
D)1NEN N751DE
/
Izz2
/
/LOT
MA 771E W. SLACK
RT.3 , BOX 366 /
/13132
C.O. WATKIN
/ Sp 306 SUNN'
137
13ri
SP
16a8
Mur..H 10 11 l —3
SL 111E. I = lei c
19

NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
Location (Road number, street name, subdivision, nearest water body)
pirf a4b oif 591323 fo 300 Drive
hear c r,al -!o am I; co %3/aer-
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Estimated excavation
Depth
Ditch crossing
_Estuarine shoreline area only
4. Dimensions of estuarine shore area disturbance:
Length 30 4'' Depth 40 in
Width I 1 {� Willi S �� `';decas-%
Est. excavation volume (r Cy Est. disturbed area ?_ ?_ Sy
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
X Trencher A� Motor grader
Track excavator
6. Vegetation at site.
Yes
Yes
X N/A
X_N/A
X Backhoe
D405PJA93
UP IIFORT-CO-DIST-In-CAMA-2. PMT:2
930429

NARRATIVE FOR CAMA AREA `I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures:
8. Shoreline Stabilization (if creek crossing) Sec4iovl r4oi rhnl;ra6/c
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along share)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction No"P
Certificate of zoning compliance obtained? 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? YF s
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93
RF A l l FORT-CO-DIST-m-CAMA-2.PMrp2
H
930428

NARRATIVE FOR CAMA AREA L_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
Gary kFec11 _
300i Sunwrgide nri✓,e
W�sl,•To,.,i n1C 2-Jasy
JoHn M41')O,,ey
?(O ZrU,.ysidri,A?
�/L�aS(7ibn� IVL 27'889
D405PJA93
930428

rEL.
7
roe
C7
I f
SP
Iot2? n ,,7
T
9 ree
B,lo I
RArEl I
RT ?,BOX 160 B
B
4?9gEl
3
i
I
29
( LOr)
sP 2051
r
Sr6o
7 BOX BS
) 18
I 20
CAMA AREA
26
I
Rr ? � B3
B 6
R'r 6r 77. Box 62
q ❑7P,95
R77, BOX Br
q
Sa 7r3,
13
1969 Rr ,,
RT,
ly
BOX a4R0
7BOX 0
O
�Q
/2 SP 6#49
4'2
29B W4LLAC£
Icy
Rr 7, 9CW79
3c
W
8�
SP Sr97
O
016 RTL7, BOX 78
N O
„W
l� SP 3h37
OO
13e3 Rr 7, BOX 77
U� Sa
a i � Irsl
NW)
O �ir91
R rCAKfq
.7 BOX 76
TEL J�)
�0 �� \ • / 9P 3r7sY3 / "`/// �319 R77, B7X 7361CAMA AREA17 EXISf. \
B'v i
—�� PI „ it
3 80.0 to0
976
µ' q, i� W PRJROSED c 1
PROVIOE RIP -RAP/ I
PROPOSED CRAVEL HECK DAMS I I BEND,P�C O
lc LOSE�1
GEORGOS
HECK
SCR21
LOSE I
� DI 2
2C0 P�I WAT�R I I
LINE 5'MIN. I I 4 l\
FROM EDGE OF n
16 IC/ 14r/'S

NARRATIVE FOR CAMA AREA / O
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
t
1. Location (Road number, street name, subdivision, nearest water body)
r;JAie r c( 1oFF 5R 135/ -:�8o •FF east o-F in7ersecT
W1,411 SR 1322) a.cr-nss ileAd -f canal 4-o Pay] co
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length %�/A
Gi
Estimated excavation
Ditch crossing
Estuarine shoreline area only
See IYPe C
Depth C A M A C. ros s a ire lz %l
4. Dimensions of estuarine shore area disturbance:
Length
6) P
Depth
4D iH
6x6xD i.
Width
! 'i"I 10
3it trc,cll
u;{l 4%1
�t h :c �l Sc/E•cas4
Est. excavation volume 5o GY Est. disturbed area 12 5 Sy'
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher X Motor grader
Track excavator
6. Vegetation at site. c rn.s %
Yes X N/A
Yes N/A
)c Backhoe
D405PJA93
RR A ❑ FORT-CO-DiST-m-C AM A-2. PMT:2
I
930428

I •.
u
NARRATIVE FOR CAMA AREA 10
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: -a i ra v e rC 11 « �
r(u s M-e.QIIr..GuPvert. So rJ ._Qr��S Seed
O iC'r K7a CSC •r. `/
8. Shoreline Stabilization (if creek crossing) SPc-h,oy, no l rtPn/%«< +/F
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high
Type of fill material
9. Name of planning jurisdiction Nope
Certificate of zoning compliance obtained? 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? Ye s
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
1)405PIA93 2
930429

NARRATIVE FOR CAMA AREA 10
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
_2Riparian owners names
1AM I;Gm L_, Al-Pncl+
R+. 7) Sox '78—,1
AM 2728%
Roberl 4
R +. 7 Box 74- ''
D405PIA93
930428

U
7
nroB
r
IOt27
r
9 tgg
8f10 ❑ I
RAY
RT. 7, BOX 140 B
r
Bt52
7
7t9B
7 El7t35
N
419q❑
298
Ls. eriavN
IIf61
0:97 294
J. A. BIELD
BOX B2 I
7 I
1 ra l
IS" SBoll 91 O
1771 BO% 91 L9
( Lon
ISP 2031
I
I
pTEL.
De
C. g. tULER
SP
1318
T�
r
srao
Rr. r BOX 85
I 18
I 20
LAMA AREA
E�. 10
4 r23
26
G
CAM4
END OP AREA ❑9t23
a t9S ax�
5
Dt66
r j P30N
BOX 82
4 ❑ 7t95
Rr 7, BOX BI
SP 7t31
Ij 1969 DAVIS. SHEp4RO
Mr 7, BOX 80
O
i 2 SP 6t49
29B WALLACE
Rr 7 , BOX 79
W
U
11 SP Sr97
8a
016 AWNOr
Rr L7, BOX
78
W
Ip SP 5t57
��
r0
1383 Rr. 7, BOX 77
U? Sp
Q9 175,
Nh
O �4rar
ER
Rr.C7, BOX 76
OSP 3t78
319 Rr• 7, BOX 75
j
17 EXCAMA AREA
6 PV
I II l /
C �"
PIPEII DO SP 3t90
P 976
W t„ `%� W IP-RAPPfiDFDSED
PROPOSED GRAVEL FILTER so
/ I BEND,P.0 O
(cc
EO� CHECK DAMS Cl I`L l) IC 19y3
PLI 2 PVC SDR21 i
cLOSEO) 200 P�I WAT�R I I �� ILC'
LINE 5'MIN. I ( 4 1 SL<l�is
FROM EDGE OF 16

r
NARRATIVE FOR CAMA AREA ! I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
G nflco nI✓er
rla.d is o., sk 1351� 320 -Faef' eas+- of
i i441 SP 1322
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Estimated excavation
Ditch crossing
Estuarine shoreline area only
4. Dimensions of estuarine shore area disturbance:
Length
5,5 O
{
Depth 38 i P,
Width
I �/z
�+
frrnC� W4 i _P_ Sicie<414
Est. excavation volume /00 cY Est. disturbed area 402 Sy
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher ._Motor grader
Track excavator
6. Vegetation at site.
Yes X N/A
Yes Y N/A
A Backhoe
D405PJA93
I
930429

. . .
NARRATIVE FOR CAMA AREA I I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures:
8. Shoreline Stabilization (if creek crossing)
1P 4i0k1 ✓i o-f GDI,%;Ca b/&
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction /VOYI e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes _ CX No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? i'�
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93
on a nnnnT_!`(LT1CT_TJ` A1.A G_9 ➢Ad'I'd
2
930428

NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12, 2 Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
R� 6P -1- G Freese
P.O. BoX 265
Nlo�oni I�1C 2788E
M; Iron 5, J1ro0M1�
111 sl,' ` lOv" A/C. 2728E
_n.. lab Cam, Mercer
I05'Lawsor, P.oad
Wc4c ;tni oni AIC 273
Si.. on A r- ,-;40vv
Rt. 3� Box 72-4
Wa s 1,T�y IJG 278 a 9
Reba O Wh'�le
Box 74
Weis i'�tot ,I !`IC_ 272E+9
Ar f ti4 .I. W;If ��n� D_Z
1? O, QoX (062
i t pl Wall e- " rs
'21 5 rj' 1 rn rn o P1 S 5t
lA/n!:li_;.iI1-o.ij NC. 2728E
Fredd;e B Rurne+te
2-02 Mainoli
,M4zs,Ai"q+ok)7 AIC, 27H
Mi, rra v C• sake✓
Rt 7 _Box 116)
Was�;�n„� AJG ?_7B F9
D40SPIA93
930428

. zL_j
1 ' C
r
10r27
erro ❑ I
R7 7, 90AY
XRIOp g I
r
Br52 El
7 11 7 r98
r
7r53
4 r94C
3
I I I ! LOT1
SP 2031
i
1
WEL
28
C.G. wCCL
8r9p DL ER
SP
lsie
26
�J
25
C7r5S
22 SP
1378
W 0. KING
C
yr23
Rr 7, aCX 83
a r 6B
Rr 7 20X 82
14 C 7r93
RT. 7, SOX 8,
13 SP 7r31
1969 D4VIS. SHEP4R0
7.S
7, Box 80
ExrST o
41
II ~
'1Q
2 0:�
!2 SP 6 f49
O
29B RT w4 LL47,
2 Q y
d0ECX 79
3c
U.
Go
uO01P6
11 Sr97
WL74 E0VXr878o
U I� I BMW
10 sP 5r37
/ VW1_
f y� 0Q O
I
1393 .Rr 7, 90X 77 II
U� SP
y O 1731
Nh
C MC
C 4KER
*r. 71 a0X 76
I' u
�" �Q / SP 3r7B
� ar23 CCC/ I r31S /R 7, B7X 75
6 LAMA AREA
7 EXISL
3 t00. Or00 P V 7 rif 1 O 976 3t90
W PROVIDE
W 117RriF °
GRAVEL
RIP -RAP/ 1 1 6END,P,C
PROPOSED GRAVEL DAMSFILTE1 1 O
GEORG05 CHECK DAMS
PLACE 2" FCC�iSCxt 21 I
(CLOSED) 200 )SWIM R IN. I n S r✓n) 2•
FROM EDGE CF 16 \ ' /
r
5r80
CRr 7 aOX 85
I 19
I 20
LAMA AREA
)CC'

NARRATIVE FOR CAMA AREA _ 12
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1
2.
3.
4.
5.
Ca
Location (Road number, street name, subdivision, nearest water body)
Wes+e.n -tvl o� f)"ekv;Fey L'�-;ve I P4ra1�£11na SR IDS)
ne4r cG1oA/ j2 Po Gn1ico Pi Ver'
Type of CAMA area:
Creek crossing
Canal crossing
If crossing, dimensions of crossing:
Length
Width
Estimated excavation
Depth
Ditch crossing
_Estuarine shoreline area only
Dimensions of estuarine shore area disturbance:
Length 6 0 -Fh Depth 3 8
Width 1 -1 - J- tr-ek-A w4l, S -9+- Sid&c4 �,+
Est. excavation volume 12 GY Est. disturbed area 4-5 5 Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
�c Trencher X Motor grader
Track excavator
Vegetation at site.
Yes
Yes
K N/A
K N/A
X_Backhoe
D405PJA93

NARRATIVE FOR CAMA AREA 12
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: S w
8. Shoreline Stabilization (if creek crossing) SPc+fom rno-I- a u o 1;c4I)le
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water
Amount of fill to be placed below mean high
Type of fill material
9. Name of planning jurisdiction No;l e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right -of --way? Yes XNo
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 Copy of easement attached
Seeking easement at this time
D405PJA93 Z
01n478

NARRATIVE FOR CAMA AREA 12-_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. _Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
10 V145 r 'zrner
{;i•, I1 Box 14-6
LuC6 t. a 1V C 27851
IA o x 1728
WasL,- Joi-an NIL 27887
l-4 O n q l 2 n. 7e 44,-4v,, Jr.
I?i-. 7) I3 o X 10 4
y11 InT o r) 1.1G 2.7889
Frejd'' . G. Sawyer
70Z E. Ma "v1
to/�� Nc 27'ss9
D405PIA93
BEAU FORT-CO-DIST-m-CAMA-2.PMT;2
930428

I I PROMSED G I•Vr.,SIN721, 20o F!;I WAII11 IINi- ' I-_--' I —Jkx 132 I _
N137-` I I
5'MIN. PROM EDGE �or ASPIIALI ROAD III I 1
- - CL NCSR 1351 - -
1 _ TEL E'$Op— 1 I
I Q'-8106— I 1 T
T 20 nsrnALr I I ❑ 47
r \`
60'a/w Ll UP
\\ Ea93 elzo 1e1ez relev \ \ 1117E
N 9P \ rWzIN00
mm < 1751 47 \
L I m A6 16175 I f_ ^` I\\gj 1167�
PROVIDE \ .F
c<i A RIP-RAP/GRAVEL FILTER CHECK DAMS _
\ \
^ t� 1$�IRON PIPS,_
/ 216
1 ROBE aT W. WIIITLE Y, JR T 5133 \ \
v FAMILY LIMITED PARTNERSHIP-9 Z \ 11
N al T T I I \ D ` 1 Y
< iJ O -1 ❑ [� II II 7D A \ \ 111 11i
z1944
T T 71193
N A 212197 31:
3117❑❑SMOORE �
' 1 1
O
AE i3. 11
A
T ❑ T 1 31
A I O ❑3157 T T T 7 T 1132 / 1 9AI
2102
i 11
m 0197 IISS 2197 3139 /-
- — — W111TEIIURST
TEL TEL
— — • _— —_ -- —_ —�17Z Rvr�R `�nrvE— — — — — — = � 1 � ❑6132
1136 1
E+ PROPOSED 2'�PVC, SDR 21, 200 PSI WATER LIN� `
WOO + n
c P,01152
1sP A I
40A l Z 48 49
❑ P7t TT
lone 0193 �--J >;.?� no3 in e132 L
ll r
39 40 2i12 3/o7 IRo ( 513
OAR.
41 42 43 l
—� `.�—J✓ 30A
ores
PROPOSED-
301 F G"IIRYRORF WITH r"^Trrl r+

NARRATIVE FOR CAMA AREA 19 -
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
PormU'lle Ayenuey SDL-'4-111,ve5 - c)T SR 135/ across
Ga j Ao Payn liCo Piyt--
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length N A
Width N/A
Estimated excavation
Ditch crossing
'< Estuarine shoreline arsa-v #
See Ty Pe B
Depth li,f� l�i LYlOssir c �e'h+i�
4. Dimensions of estuarine shore area disturbance:
Length I $ 0 ;f Depth 40"
Widr1l tU' 15 +9 Gz 4 5; eI-elSI
Est. excavation volume S5 CY Est. disturbed area Q- 5 S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher x Motor grader
Track excavator
6. Vegetation at site. L) F I a n q
Yes
Yes
N/A
K N/A
K Backhoe
D405PIA93
930428

NARRATIVE FOR CAMA AREA 13
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Pik D / grove I C; hPr Check. cl a s ;,•,
S I� - 1
t-'oaci cjc' C��%cli�` , e4ue a.rross c,�IUE'r'f. SoW%raiJ
8.
0
10
11.
rr
Shoreline Stabilization (if creek crossing) V,rsf uPnl i
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along share)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material / f
Name of planning jurisdiction / v o v' e
Certificate of zoning compliance obtained? Yes No
Water line to be within NCDOT right-of-way? Yes �_No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
Water line to be within non -DOT public right-of-way? YP F,_
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93
2
930429

NARRATIVE FOR CAMA AREA 13
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
_Riparian owners names (forjmWe4rusEivetecoerosaingi-
r _ - E, ,Rri n 50n
P. o. 8oz 04-1
NC 27889
D405PJA93 930428

'j �' —��•� I= In cocx PROPOSED STEEL
cl 30 LF 4"DRY BORE WITH 4"
Imr T MIN, THICKNESS 0.188'AND YPVC
Id ❑Irea T 9�EL El ES �200 PSI WATER LINE
rr2T� M! I CAMA AREA
m ❑ T I-11 T
z Ln zz )s ores 16
I.4 ❑WORTXI1 TON
T L-
0167 PROVIDE
I
GOLLEN I it.o' 0� E2307 so I I/RIP-RAP/GRAVEI FILTER CHECK DAMS
MINI I �Ig 9C►- — — --- — P.
:1321
j W � I 4:orooV
v �U \♦ I PROPOSED
e_a._�:•'' 1 2 EA. 6"GATE VALVE
\ TEL •OrO04 ` I
` 4•ppoiT 1 CAMA ARE !3o II I 1 2 EA.6"x6"TEE, DI
11 1 1 I CAMA AREA r
3°o� 1 / T 11 14 I SP 09z III I EA. 6x4"REOUC?
1\I\ I T 4T a 1 1 53F I I Tel 11 I, I 15 I EA. 4"x2"TIE E, Pv
\\ 2Ir96 11 1 1 S3F I I1 \ 1 EA. 4"GATE VALVE
\ { 20,93 T I I i 11 `' \ \\ I EA.2"GATE VALVE
rlTa �I\ y021NG0 I ja S3 S4 1 EA. FIRE HYORAM
\C Ir T 11-4'I T I I Ire91, \ I EA.6"DI PLUG,,-';
I EA.2"GATE VALVE
2rlo� m 9
i
Xoaol II� Ir9s
\ \ L� Im
1 1 TEL\4�A
Sp at
I \ a II T p 988 11 PROPOSED \ \
2r93 < Iq
I I 2�'PVC,SDR21,ZCOPSi ArATERl9/k`\
1 I T 11"q Q \
\ 1 I 3r2e I53A I; \
9 \
I I T 1 T 111 I�
3fT3 ER
I O e P 11 I
i BAR1602 ,
11
J II\I l/u— 3r9s I 1 !I PROPOSED
•1 /4rle 1 IEA.2"900SEND, PVC
I EA.2"GALV. BLOW -OFF ASSEMBL
T _ T 4re3,—� >
❑ar32 �4re8 21
2\
Im
a8 a9 50 eo 3roe SOA CAMA AREA Ir
^I ❑ a
sel
I\ ef32 NEoyaLO I 313E 3re3 Sv •SST
eARRETT 1149
Z 1
Marsh Ic, `i-3
Scale • I''= Jcc

NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
R+4s Ave—e 'a..cl Kl ver-wulk 'Df'Ne.
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Estimated excavation
Ditch crossing
_Estuarine shoreline area only
4. Dimensions of estuarine shore area disturbance:
Length 4 8 0 -P Depth_4
Width I 'h ac r+ 1r���c�t k'v;41, r7 i; irle�4s�
Est. excavation volume 12U Est. disturbed area 375 SY
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes N/A
5. Type of construction equipment to be used:
Trencher X Motor grader X Backhoe
Track excavator
6. Vegetation at site.
D405PIA93
OVA n cnoT_rn_n15T-m-CAMA-2.PMr:2
i
930429

NARRATIVE FOR CAMA AREA 114-
BEAUFORT CO WATER DISTRICT Ill -
LONG ACRE EAST
7. Stabilization measures:
4e
J
8. Shoreline Stabilization (if creek crossing) ';a.4r^^ ✓1 o-i-- 9AP )' -0645'
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water
Amount of fill to be placed below mean high
Type of fill material
9. Name of planning jurisdiction lril-e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes )< No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? i I, e
Water line to be on private land? :o a �/a `1 ti �, 1„ .I �„•; clrP�r�
Easement obtained Copy of easement attached
_Seeking easement at this time
D405PJA93
BEAUFORT-CO-DIST-m-CAMA-2.PMT;2
2
930428

NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. _ 'X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
William 191 W1, 'i'e Jr.
20Z Dunwich Road
CheSa�c!kn%
i-i a rry G, Woa ne�--
Gen rat 17¢i�verY
kainial a ka,' 2
Roscoe 1j, tiea4, 'Jr.
R+, Box /23
tiya � t' na Foo, , iJ C 27337
D405PJA93
930428

• j I . U ��� III I IA COCz I PROPOS'c0
30 LF 4"DRY BORE WITH 4"STEEL
too r I r MIN. THICKNESS 0.188"AND jPVC
id Its$ T TEL lt3S I 200 PSI WATER LINE
i� ❑ 'xT laJONEa I CAMA AREA
ALI-1 1t22 ❑ 1 41 r Ot98 APROVII
WORiXII�GiO0167E
�I I T 20195 j I t 24toi I RIP-RAP/GRAVEL FILTER CHECK DAMS
❑ALLEN I IC:Z 177 ESp AL
WAN I Is'RCai
i
W I C,Or00;
PROPOSED
J _ TEL ' `I 2 EA. 6" GATE VALVE
t 1AEL 0
.1 Coro; `
J Q,xz133 ARE $° I I 2 EA. 6"z6"TEE, DI
otoo; LAMA I s30 ` 1 I
11 I O CAMA AREA
Ito- 1 1 r T 11 14 I $P o92 I EA.6 z4"REOUC:
I1 I 53F I ?all II I �I IJ I EA. 4'z2"TEE, PV
♦ ♦ a 9tas 11 l I 53F ' 1 1 EA. 4"GATE VALVE
♦ 20t9s r❑ I 1 11 \ �\ i EA. 2"GATE VALVE
9 11 tIr I i I
�1\ MOZINGO 54 (� 53 \ 1 EA. FIRE PLUG,T.
�\O hers I r r Ite9, 1 EA.6��D1 PLUG,?:.�
�I♦♦K+ I I$ s s I I 1 \�\ I EA. 2��GATE VALUE
I
\ H2otoon I.1 rn 195
Iffin
Ztsll I IT I Q1
1 j i 5
r3A 9Sp
as3t `PROPOSED
a 1 11 ,
1 m \ 1 1 2r95 > Ind I fPVC,SOR 21,2CO PSI WATER LAIk`\
o I I T I Im Ipj 53A \\
m 1 1 1 3t2s y I-- 536 I I\�
T I
'I I 3t73 a
I I BAITER 1 I 1602 ;
III
3 t 9 5 ' I PROPOSED
Jatie I I I IEA. 2"900SEND, PVC
-_ - -
0 I EA.2"GAL'JV, SLOW -OFF ASSEMBL
r T ates,-
�s132 �at6B 2l
Z1
7 14 m
50 T
Z 48 a9 r sR s+Gs CAMA AREA I
2� T 381
�8132
O RENALD
5t30 5185 SP ASBY '
GARRETT ils9
Sc,( Ir I /CC

NARRATIVE FOR CAMA AREA 15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street k G' name, rs�joke,-,
F.
ion, nearest water body) �j
I I>riU( ' " IlO �CD�1VrJ/ e
pgrqjjejinj rokla 1 +0 Pe< . 'co P. ; ver-
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Estimated excavation
4. Dimensions of estuarine shore area disturbance:
Length
300 -Ft
Depth
4-0 (n
Width
Est. excavation volume LD G`( Est. disturbed area 1 7 0 SY
Crossing
in road shoulder above culvert?
Yes
X
N/A
Crossing
in road shoulder beneath culvert?
Yes
k
N/A
5. Type of construction equipment to be used:
_ (Trencher _Motor grader Backhoe
Track excavator
6. Vegetation at site.
D405PJA93
i
930429

. r .
NARRATIVE FOR CAMA AREA 15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Sow; 4 ara5S seeCl a�i�r �]crkl;llia,q,
E
Z
10.
11
Shoreline Stabilization (if creek crossing) S �,c-k'o,, l o+— a h„) r ro b)E•
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water
Amount of fill to be placed below mean high
Type of fill
Name of planning jurisdiction \)O o e-
Certificate of zoning compliance obtained?
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? No
Water line to be on private land?
Easement obtained
ire S
_Seeking easement at this time
Copy of easement attached
D405PJA93
2
930428

NARRATIVE FOR CAMA AREA 15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. _Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
A Nov- Peo
Rosamond/�4 Van
Cn H0,A+e
P O Box cC C•.J
keystone,.) GD 3O4.35
D405PJA93
nv. ncnoT rn_nlcT_TIl_CAMA-2.PMT2
930429

j LJ 11' I li' I Iar�cK I PROPOSED
L� c u 30LF4"DRYBORE WITH 4"STEEL
+89 ImI� T MIN. THICKNESS 0.[Sam AND f PVC
A alrse 7 -0ITEL ❑JONES I�200 PSI WATER LINE
-f n27 l23 I LAMA AREA
¢� IM T <I
2 TELI7 O Ir22 C
I I ImI �WORTXII{GTON 16
pt67 T I" I PROVIDE
T I I I RIP-RAWGRAVEL FILTER CHECK DAMS
II I I 20/B5 I I toot END OF
GLL EN I Irt•25117 9 ILL.T _ ----�_
INGNI I _Is -RCP
132
II W fs OtoGi — —
� n,c aoi
° u �♦ PROPOSED
-- ( — Q.otooi ` TEO fl `1, 1 2 EA. 6" GATE VALVE
` (L.22ts3t I TEL LAMA RE I Sap II I 2 EA. fi x6"TEE, DI
Otooi�0— 1( I T 1 1 la I o9gg` I CAMA AREA I EA. 6'x 4'REDUC:
I I T I I gP '1 I 15 I EA. 4'x2"TEE, PV
47 1 53F I I Tel 1
11 i 53F I I �\ `\ I EA. 4"GATE VALVE
\ 2pf93 TO I I I EA. 2"GATE VALVE
a \\ItiT I 1 lI
I\ MOZINGO 0 54 1 \ I EA. FIFE HYDRAN'
\\O It6s I I53
N T It 9, 1 EA.6"DI PLUG,TAi
'\ K+ O SP I 1 \\ I EA. 2'GATE VALVE
`\ \tin T I I$ ae I I \
r0 2tIO
HOOD
IZ 95
\ \c^ oo � 11c _ A
TEL
21610
1 a ` II II T 53A �1�11 g663 �� PROPOSED \\ \\
I 2t95 ID lo� I I 2"PVC,SDR21,20OPSI WATERLINE\
G I I 3". I Im Id 53A \ \
a I I
III T T I I
I I 11 3173 ❑ I 3 P— 11 '
}lll I BAKER 11
1602
J I I /� _ st95 I I l PROPOSED
/ .11 ����atle I I IEA. 2"90°BEND, PVC
In I EA.2"GALV. BLOW -OFF ASSEMBL
_ T — T' etesi—I
D132 Oates 11 z
2
2
4 Im
50 T 50A i�
z 48 49 T 5°
132 391 stos CAMA AREA I
L�
T
06
RLD p9eY
GARRETT 11a9
1 52 1
f G (4 Y 3
l'C%i

NARRATIVE FOR CAMA AREA I (o
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
Location (Road number, street name, subdivision, nearest water body)
fake'
Bay !\oad
24 beef-
-Pkao, SPf322
OCLGS
�l %� -to
poN'/'Co R
VL k—
Type of CAMA area:
Creek crossing _Ditch crossing
Canal crossing Estuarine shoreline ay —
If crossing, dimensions of crossing: 5 e e Type C.
Length N/A Depth CAtirA C ro- s na Le-1 IJ
Width N/A
Estimated excavation
4. Dimensions of estuarine shore area disturbance:
Length L1 G- { f Depth 42 +0 7U
Width I % 10 3 (+ -I rec c 1a ih %+ ', %i side- r. °. --
Est, excavation volume= o -.y Est. disturbed area < o sY
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
X Trencher K Motor grader
Track excavator
6. Vegetation at site. (J (a a s�
Yes
X Yes
Y N/A
N/A
__,�__Backhoe
D405PJA93 930428
BEAUFORT-CO-DIST-111-CAMA-2. PMI ;2

NARRATIVE FOR CAMA AREA L-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7, Stabilization measures:
8. Shoreline Stabilization (if creek crossing)
7
10.
11.
P✓
a[
n
eec-ko., nai- trope errWe
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water
Amount of fill to be placed below mean high
Type of fill
Name of planning jurisdiction "0. e
Certificate of zoning compliance obtained?
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? 7 e $_
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PIA93
es e,tcnvT MST-m-CAMA-2.PW2
2
930428

NARRATIVE FOR CAMA AREA ( &
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. C Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
K+. 7, Box '74
VVaahh.,n f-oill NG 27889
M;I ton L. Parker
He-IeP, Pd rkFr
r o4 /Vial?, St
/VC 27$??
D405PJA93
..�.. •����m i.� �.a+r� T nAslA �1 D\IT.'1
930428

ARE4
P
M4��OF
Cq A Eq /Pj R4Pj
18 h�TV/R R CHfCk NM
L• s
L0O
L ORY Sq �g0
°
°aYeiI"FgsR hU0
FqT
�\ Rl �'MpSrnS.
LAMA AREA --Z
17 ►
13 It 11 10
/g
Ig
Sp
<. E,Sfgl gg
RTt �EAtt t
�b tea ptA
pese-'lel
C
D
LOT 31, 30, tB
PRIVATE ASPHALT
mc.ONT O
ROAD
O
0 RJ
O
LOT
SP
11 / tI S" BOB
❑
B 9A
i9B 39T
� a
9O
Ip77
WILLMM IT
or. 1 , BOXL 6BBIT
TY9q
gf60 9ft1
In AAR.O_%DN
9IBO
PITTSBORO,NC
RODNEY SAWYER
O
3I='I 11 t
SP 9P
LIss9 qlv
1OY67 Iltm
ALICE JLAES LIMES
I,76 MAN 0-W1R
HTBSO
16>
3Qr91
��Y�'
CqM REq\
F 17
END
OF
ROAD+
11174 �q5
II}T9
PADL DONN
130 MAN -O-WAR ON.
P A M LI CO R I V E R `_-'c.,1e. 1 iod

NARRATIVE FOR CAMA AREA 17
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
I. Location (Road number, street name, subdivision, nearest water body)
Mon-n- VJerr J-) �--Ve neat— vn;
n�.-n llv�:nn r'anai _� PQrn �iCO
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Estimated excavation
Ditch crossing
Estuarine shoreline area only
4. Dimensions of estuarine shore area disturbance:
Length 3 5 D Fi Depth 4-0'n
Width 1 Y2 -F+ J-)-en(/1 W,41, 5 t} Si er roc 4
Est. excavation volume 70 sY Est. disturbed area '? 5 U 5 F
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes K N/A
5
Type of construction equipment to be used:
X Trencher X Motor grader
Track excavator
6. Vegetation at site.
X Backhoe
D405PJA93
BEAU FORT-CO-DIST-m-CAMA-2.PMT;2
I
930428

NARRATIVE FOR CAMA AREA 17
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures:
S. Shoreline Stabilization (if creek crossing)
M
10
11.
Estimated shoreline erosion during preceeding 12 months
6a ck {; ll.
Length of Rip -Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water,
Type of fill material
Name of planning jurisdiction ALI e
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? Yles
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93
2
930428

NARRATIVE FOR CAMA AREA 17
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. _Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
c-
Pkl;p e0 ney _)riwver
724,car,J,e st,;ne rt
Cr.IvP" a MCA
C. rr),+an[e nayiS Jorlfs
3c,R Quferl Ai, r,s Ron/
G(k�arlf- Z
I�
/p7 1?R.-i drive.
1L/nslt r y )nr,� A"C' :Z72P9
F- � . (''� ,I ar Pi
i11 2� 11 NIo.,II_ o- W�, 1 D.,Jc
D405PJA93
BEAU FORT-CO-DIST-m-CAMA-2.PMT;2
930428

a n
J
10
(` W
\
AWd If
2M
WILLIAM L. O'NEAL
306 R
WASHING INGTON NC
/
/
'O0 40f9
S
CAMA
'
1\\ 3\� �C
I9 AREA
G PROVIDE RIP-RA-�
`1 CAMA AREA FILTER CHECK WOW
\!18MAR VIRL.S
R7. )iBOXI5j3p' NQAO R M�=
f5 CAMA I \
/ 18 AREA I
CAMA AREA
1
In � e / /I 17 If II to
Jam" / I 16 13
17— Vd r
z
19
B
SP
5B
Este.7
L• El�r 35tf5
'ITf. BOX gB f
LOT 311 30 . f 9
O
is
MARVIN L. SMITH, JR.
RT. 7 . BOX 161
3!S p
&BKERSgy 33 �q5 1667
G E LIF RT B• M�MNL
SIT.IT
BC
CAM REA
17
�END SP OI
Rp 1D" 1446
I IN4
11LT4 NN
pPUL O.,KAR OR.
f ISO MPN-0

NARRATIVE FOR CAMA AREA 18
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
I. Location (Road number, street name, subdivision, nearest water body)
Maw1-0-1•Var Drive- (kieny- SR1324) QCrFiS; Cgnal
P4 kc-o '%iJet-
2. Type of CAMA area:
Creek crossing Ditch crossing
�c Canal crossing X Estuarine shoreline ama=en�x-
3. If crossing, dimensions of crossing: See - ype B
Length N//� Depth LAMA Crossi,,q Def-d
Width N/A
Estimated excavation
4. Dimensions of estuarine shore area disturbance:
Length 3 50 ;-F Depth 4 O;
Width 1 '/Z 4.0 3 -i t' +r-erl[ i1 i.,l i i 1, 5 %. 41 `5' d eC, S 4-
Est. excavation volume %O C y Est. disturbed area i� O :W
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
K Trencher X Motor grader
Track excavator
6. Vegetation at site. e ef
x Yes N/A
Yes �—N/A
Backhoe
D405PJA93 t
930428

NARRATIVE FOR CAMA AREA 1 -3_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7, Stabilization measures:
S;It 'leOce
DAvee- -lre.zcl,
u.,.a ,...1
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high
Type of fill material
9. Name of planning jurisdiction !U0 P9 e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes _�&—No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? e s
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D40SPIA93 ` 930429

NARRATIVE FOR CAMA AREA 13
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names
IAM Ii a on L, n)Neu
306 L4rsc.i Road p
F. Guy Wd -,
I? O. _ox 3y
WQ,h;h.,-I-opl IVi. 27239
D405PJA93
930428

1 YO
1 WILLIAM L. O'NEAL
WA LiINGTN ,N /
WASING TON, NC
E e OPOO r
/ /a'./ 19 AREA
W
'CAMA
PROVIDE RIP-RA-� --�
GRAVEL FILTER CHECK 67M
AREA
Mq
I f
Rr. I7 LeOMIiH JR YI
X I61
P3
30' NE.1. LggRY 37t3q
OR q ' --�,� PO' ROSXYles
Y9
MARVIN L. SMITH, JR.
RT. 7 . BOX 161
0
O —
19
IB
36 f 76 a s P
SfM RTS. 36te7 R
RT 7, S L. evi= 36fesSICf
PO4 Ore. eON 8b noseft
[ 3r r 1 J i
Ulow'p BKEO 33 f43 NI{1
6REEiAtI� Rf 7,
a— MANNN
SMITH
�Y Rr. 7. Bc
CAM REA
CAMA AREA 17
�17 LOT 31, 30,Y9
p 11 10 ENS 3R O
8W R0116 144
.� IIt74 Il f»
UjMN
O3 1� "ON-0•' �.
3a 130

NARRATIVE FOR CAMA AREA 1L
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body]
.-)R I3?--4 of e�i-i'rur,c<• to N�a., -D- iNryr i�r;VP
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length N/A
N
Estimated excavation
X Ditch crossing
__Estuarine shoreline e
See, Tpe
Depth C:� M C,r-o>Si rq n e'ff i I
4. Dimensions of estuarine shore area disturbance:
Length SO �i- Depth 36 to 42
Width
Est. excavation volume Z O G Y Est. disturbed area 2 5 () S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher _Motor grader
Track excavator
6. Vegetation at site. CA 1•-u
_Yes
Yes
N/A
--�L_N/A
__Z.__Backhoe
D40SPIA93
nrAnannr-rn-MQC-M-rAMA.9 PM -1
t
930428

NARRATIVE FOR CAMA AREA I_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7
13
a
10
11.
Stabilization measures: S(I+-I_Pp,re CriLeal nrra`
WOJ''i Jos 4zrII rJn
rl c,ff
huckV, Ik.,y,
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction ni e e
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? Ny
Water line to be on private land?
NSA Easement obtained
K) o
—.A/—A—Copy of easement attached
LA Seeking easement at this time
D405PIA93
2
930428

NARRATIVE FOR CAMA AREA /_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names ub}ieta-
1A/ i I he pn L. n i Aiwa
3c76 Lawx.+ 1�0aJ
bllasi�;�`nirooly NC. 27?S!
Marvik, L. SVIIA-A.-JI-
R+• /, Box Is I
\AJastiiP�5acol AIC, a73L
D405PJA93
RR e I IRnRT.rO.nIST-IIf-CAMA-2.PMT-1
930428

H E H O R A N D U H
To: Jim Mulligan
Deborah Sawyer
FROM: �C David Gossett
DATE: 26 May 1993
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
Beaufort County Water District III, Long Acre East
Beaufort County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill Permit which
was received by me on it May 1993. I am considering this application complete,
have acknowledged receipt, and have begun processing.
If you have any questions do not hesitate to contact me.