83-93 Beaufort County Water District II

Perynit Class
Permit Number
STATE OF NORTH CAROLINA
Deparument of Environment, Health m Natural Resourcer
and
Coastal Resources Commission
Vermit
for
Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Beaufort County Water District II, Long Acre West, P. O. Box 1027 Washington, NC 27889
County at Pamlico River and its tributaries, in Long Acre West
as requested in the permittee'sapplication dated wings
;sings. tvnical trench for estuarine shoreline. stye mans and
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, 2, and 7, 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 and 2 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.
— 2�� �'-L �� (��' -
Roge N. Schecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Beaufort County Water District 11 Permit #83-93
Page 2 of 3
ADDITIONAL CONDITIONS
4) All wetlands that are excavated at Site No. 2 will be returned to pre-existing contours, not to
exceed the elevation of adjacent non -disturbed wetlands.
5) In wetlands, the top 6" to 12" of the trench should generally be backfilled with topsoil from the
trench.
6) 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.
7) The trenches and Site Nos. 1 and 2 will be a minimum width necessary to place the pipe.
NOTE: This project is authorized by the Division of Environmental Management under General
Water Quality Certification #2664 issued on 1/21/92.
Sedimentation and Erosion Control
8) All excavated materials at Site Nos. 3 and 7 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.
Riprap and Utility Line Placement
12) No riprap will be placed on any wetlands 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 coming 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 II Permit #83-93
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 prepared by an engineer licensed
to practice in North Carolina and submitted to the Plans Review Branch of the Division
of Environmental Health prior to construction.

Adj. Rip. Prop Notices Rec'd:
Application Assigned to:
C) 75 Day Deadline:
Mail Out Date:
Federal Due Date:
Permit Final Action: Issue
D)
P [P
APPLICATION TRANSMITTAL/PROCESSING nwn Ill J U N 0 1 1993
I
A) Applicant: Beaufort Count Water District II Coun t- Beaufort
Long Acre West
Location of Project: Beaufort County, Town of Washington Park
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: GncsPtt District Office: Washington
District Manager Review:
B) Date Application Received in Raleigh: Fee Rec'd:
Public Notice Rec'd: End of Notice Date:
Deed Rec'd:
on
150 Day Deadline:
State Due Date:
Fed. Comments Rec'd on
Deny Draft on
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS
YES NO
NOTES
Coastal Management District Office
Division of Comm. Assistance
Land Quality Section
Div, of Env. Management
State Property Office
Div. of Archives 6 History
Div. of Env. Health
Div. of Highways
Wildlife Resources Commission
Div. of Water Resources
Div. of Marine Fisheries

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 14 and 8-9
must be completed for all projects.
1 APPLICANT
Beaufort County Water District II
a. Name Long Acre Wes[
Address P.O. Box 1027
City Washington State NC
Zip 27889 Dayphone [phone]
N/A Landowneror N/A Authorized agent
b. Protect name (if any) Beaufort County Water
District II Long Acre West - 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
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 botfL)
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 ,A ror
to sections of Long Acre Township,
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Overall, 48 acres
b. Sits of individual lot(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
a. Street address or secondary road number See narratives
See attached narratives e. Vegetation on tract
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
Duhlir water sygrem
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan Classification of
e site? (Consult the local land use plan.)
gy, ect crosses several classifications
e ow:
x Conservation x Transitional
x Developed x Community
x Rural _ Other
L How is the tract zoned by local government?
c,-, .q ( l
. tr {, � c/1'1�4 � I P fiCr TYc ,�, (. iv [
Ste-f4,ctied c�9/43 1*r+ef Pnrk.
i. How are adjacent waters classified?
See narrative
j. Hasa professional archaeological survey been
carried out for the tract? No If so, by whom?
JA

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
stivcturesproposed N/A
b. Number of lots or parcels N/A
c. Density (Give the number Nf residential units and the
units per acre.)
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 tract 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.
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.
j. Have these facilities received state or local approval?
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.
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
N/A
N/A
N/A
N/A.¢,
r<":
b. Amount of material to be excavated from below
water level in cubic yards See narratives
MAteri—al varies from site to
C. Typeofmaterial 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

f. Dimensions of spoil disposal area
g. Location of spoil disposal area
h.
c. Shoreline erosion during preceding 12 months, in
seo. See narratives
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
Do you claim title to the disposal area? No mean high water See narratives
If not, attach a letter granting permission from the
oar, Con sractor �{�{o arranQa disposal area.f
spoil wigYtb°enacw2ttack wgeregit was
Will a disposal area be avai)Pable for future excavated.
maintenance? N/A —
If so, where? 8
Type of fill material Class 1 Rip rap
ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow -
swamps, or water areas? MIA ing items must be submitted:
k.
Will the fill material be placed below mean high
A copy of the deed (with state application only) or other
water? Rip rap on shores of creek crossings.instnunent
under which the applicant claims title tothe
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
m.
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 project.
o.
Will fill material be placed on marsh or other
N/A
An accurate work plat (including Ian view and cross
P gP
wetlands?
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/A
Commission Rule 7J.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 road (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
see narratives tor
a. Length of bulkheadorriprap creek crossings.
No bulkheads 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

Name
Address
Name
Address
Name
Address
e narratives
A list of previous state or federal permits issued for
work on the project tact 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 related
to this permit application and follow-up monitoring of
project.
This i 30th day of Aril 1993.
I.an caner or Authorized agent
Granville Lilley, Chairman
Beaufort County Water
District II - Long Acre West
4
3/91

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME Beaufort County Water District TT' (I nng Arrp Wpst)
2. LOCATION OF PROJECT SITE Beaufort County, Town of Washington Park
PHOTO INDX: 1989: 264-9_264_1n 1984: 73-577-735R7
STATE PLANE COORDINATES: X: 2,598,200 Y: 64n,Rnn
3. INVESTIGATION TYPE: DREDGE & FILL Yes CAMA Vpc
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 5/10/93
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11 May 1gg�
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Beaufort County, City of Washington
LAND CLASSIFICATION FROM LUP Varies
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE.
COASTAL WETLANDS X PUBLIC TRUST WATERS_
ESTUARINE WATERS OTHER
(C) WATER DEPENDENT: YES NO X
(D) INTENDED USE: PUBLIC ) PRIVATE COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A
PLANNID N/A
(F) TYPE OF STRUCTURES: EXISTING Individual w llc
PLANNED Central water system
(G) ESTIN,ATED ANNUAL RATE OF EROSION N/A SOURCE
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Red Maple, Cypress, Typha, Arrowhead +400 so ft None
(B) NON -VEGETATED WETLANDS:
(C)
Pipe installation throughout +4R arrpc
project within AEC's.
(D) TOTAL AREA DISTURBED: +400 sq ft +48 arrpc
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: N/A OPEN: YES NO
8. PROJECT SUMMARY: The applicant is proposing to install water lines in
Long Acre Township in Rpaiifort fnnnty and within the tnWn limits of
Washington Park

Beaufort County Water District II
Long Acre West
Beaufort County
Environmental Setting
The project is located in sections of Long Acre Township in Beaufort County and
in the Town of Washington Park. The specific sites are as follows:
Site No. 1
Beaverdam Swamp - SR 1523 - At this location, Beaverdam Swamp is a
channelized creek which is a tributary to the Pamlico River. At the site
is a ±52' long NC DOT bridge. The water level within the channel greatly
varies depending upon the amount of rainfall. On the date of the site
investigation, the channel had a width of ±5' and a depth of ±11. Upland
vegetation exist on both banks of the channel and Alligator weed was
growing in the stream bed.
Site No. 2
Snode Creek on Runyon Road - This site is located within the town limits
of Washington Park. A private road crosses Snode Creek with a ±82' long
bridge. The road connects River Road (NC 32) to Honey Pod Farm
Subdivision which is outside of the Town's limits. At the site, the creek
has a width of ±105' and a depth of ±4' at normal water. The creek
connects to Runyon Creek which is a tributary to the Pamlico River.
Adjacent to the north side of the creek is a ±30' wide area of wooded
swamp. The area is vegetated with Red Maple and Cypress. On the south
side of the creek, highground extends to the normal water line, however,
a fringe of Typha spp. and broad leaved Arrowhead is growing along the
shallow edge just waterward of the normal water line.
Site No. 3
On Shorewood Drive within the town limits of Washington Park. This site
is located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The area is vegetated with various upland
lawn grasses.
Site No. 7
On SR 1309 in Riverside Subdivision in Beaufort County. This site is
located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The area is vegetated with various upland
lawn grasses.

Beaufort County Water District II
Long Acre West
Beaufort County
Page 2
Project Proposal
The applicant is proposing the following at each site:
Site No. 1
Cross Beaverdam Swamp with a 8" ductile iron pipe. The crossing will have
a width of ±10' and the pipe will be placed 4' below the existing bottom.
A ±10' wide trench will be excavated with a track excavation and all
spoils will be placed on highground.
Site No. 2
Cross Snode Creek with a 6" ductile iron pipe. The crossing will have a
width of ±105' and the pipe will be placed 4' below the existing bottom.
In addition to the ±105' of creek to be crossed, ±30' of wooded swamp
wetlands will be crossed. A ±8' to ±12' trench will be excavated with a
track excavator and all spoils will be placed on highground.
Site No. 3
Estuarine Shoreline Site - A 8" PVC pipe will be placed through 450' of
estuarine shoreline. A 1' 6" 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 2" PVC pipe will be placed through 25' 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.
Environmental Impact
If the proiect is conducted as proposed, the following environmental impacts will.
occur:
Site No. 1
±100 sq. ft. of channelized creek bottom will be excavated. A slight
amount of Alligator weed will be excavated (±20 sq ft). The excavated
trench will be allowed to be backfilled naturally.

Beaufort County Water District II
Long Acre West
Beaufort County
Page 3
Site No. 2
±1,050 sq. ft. of natural creek bottom will be excavated. ±400 sq. ft. of
Red Maple, Cypress, Typha spp. and Arrowhead will be excavated. The
excavated trench will be allowed to be backfilled naturally.
Site No. 3
±720 sq. ft. of highground will be excavated. When the pipe is in place,
the trench will be backfilled and area stabilized to avoid offsite
erosion.
Site No. 7
±40 sq. ft. of highground will be excavated. When the pipe is in place,
the trench will be backfilled and the area stabilized to avoid offsite
erosion.
David L. Gossett - Washington Regional Office - 25 May 1993

Beaufort County Water District II
Long Acre West
Beaufort County
CONDITIONS
1. All excavated materials from Sites No. 1 and No. 2 will be removed and
placed on an approved highground site.
2. All wetlands that are excavated at Site No. 2 will be returned to pre-
existing contours and that of adjacent non -disturbed wetlands.
3. The trenches at Sites No. 1 and No. 2 will be a minimum width necessary to
place the pipe.
4. No riprap will be placed atop any 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. 3 and No. 7 will be placed on
higharound 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.
B. Prior to any work at Sites No. 1, No. 2, No. 3 and No. 7 a preconstruction
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 - 25 May 1993

..
Thomas B. Richter, Mayor
COMMISSIONERS:
Horace B. Cowell
Charles R. Fulcher
Del J. Mlltenberper, Jr.
A. R. Peters III
H. Blount Rumley, Jr.
March 15, 1993
190fan of'Washington park
?l.f®. PDX 632
Naahingfan, Worfh darelina 27669
Mr. Granville Lilley, Chairman
Beaufort County Water District II,
Long Acre West
P.O. Box 1027
Washington, North Carolina 27889
Weller J. Bowen, Jr., Clerk
SUBJECT: Approval Final Plans & Encroachment Agreement Between
Town of Washington and Beaufort County Water District II
)ear Mr. Lilley:
.eferencing plans submitted to the Town of Washington Park on
February 9, 1993 by McDavid Associates, Inc., the Town Board of
Washington Park approves the plans as submitted and grants Beaufort
County Water District II the right to encroach Town of Washington
Park road right-of-ways for all construction activities related to
the proposed water system improvements and for all future
operation, maintenance and repair activities.
Please advise as we may further assist.
Sincer ,
Tom Rich yor
Town of Washington Park
TR/kat
cc: Van Lewis
Billy Mayo

APR 2 61993
April 23, 1993
Mr. Don Davenport, County Manager
112 West Second Street
Beaufort County Court House
Washington, NC 27889
Subject: Beaufort County Water District II
Long Acre West
Dear Mr. Davenport:
I have discussed the Long Acre West 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.
Sincer
:�
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 ISBB - WASHINGTON, N. C. 27BBS

MAIN
GROUND LEVEL
36" MIN.
6 MIN.
_ PIPE JOINT
MAIN TO BE CENTERED OVER DRAIN. EXISTING STORM
SEWER DRAIN
NO PIPE JOINT SHALL BE INSTALLED
OVER DRAIN.
��arih Ic; Igt73
TYPE A CAMA CROSSING

I
CULVERT
GROUND LEVEL
18"MIN.
(PROPOSED MAIN I
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 38'COVER WITHIN 50'
ON EACH SIDE OF STORM SEWER.
ROAD
PROPOSED
STEEL CASING
SILT FENCE
RIP-RAP/GRAVEL
FILTER CHECK DAMS
EXISTING STORM
SEWER DRAIN
TYPE B CAMA CROSSING
PROPOSED
WATER LINE
- W
ROADSIDE DITCH
IPE JOINT
NI a n. k l E.1 1 `1 `1 3

ROAD
1 ice —CULVERT
FENCE
PROPOSED
WATER LINE
W
ROADSIDE DITCH
?AP / GRAVEL
R CHECK DAMS
GROUND LEVEL
MAIN TO BE CENTERED UNDER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED EXISTING STORM
UNDER DRAIN. C)-SEWER DRAIN
P/E-
PIPE JOIN
24 MIN.
A
IPE JOINT
A4ct rc h 1 G14 'i 3
TYPE C CAMA CROSSING

-6' TO 9
IDE CAST:
TRENCH IS" 36"
TO
24
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA
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10 K. �,? /�,, • ,• / , : '•" ,Ti^ r •� • Iq-_76A �,• m I• PON04CRE5 I El
\so �• ••61
003 ..• •_ IQ I6p ••
I •' •• r ,' arl •- I ��-I S• 1310I ac 1309 ` \
� !j
-m i : •r : a
�• o r CU l802
C"A AMA
Q'L •=•1 0 ' 7301 LL Ahk%AREA !l 1476� 1.7 a ' 309 S>
7000 _— '� i31S
O3 NORTH • , • J I _
❑!I sz SHORES MAGNOLIA MIMOSA 8023 CEDAR �35,
WAPA IRNKGTON ❑ SHORES SHORES CI CLE I
se ss RIVERSIDE '
i�:no,i' rvpl,�recf u e L%-
1315
Z se 1i
p 4-1 j) CYPRES:
S— +�••r Detv.4 GvSSc-i--f 1511114-3 EDGEWA7FP I SHORES
�C

MILL HOLE ROAD
I - \ \52'
BEAVERDAM
,SWAMP
BRIDGE
11.43
31q.fi6 t2l I011
/PROVIDE RIP -RAP ON
NORTH B SOUTH SLOPES
SR 1523
W-
BO LF CREEK CROSSING WITH 8° DUCTILE IRON PIPE, 350 PSI, BALL JOINT
52'
Bo' _
BO LF CREEK CROSSING WITH 8° DUCTILE IRON PIPE, 350 PSI, BALL JOINT
,AREA lO
BEAUFORT COUNTY WATER
DISTRICTII
LONG ACRE WEST
SCALE: I"= 30'HORIZONTAL
I°= 10' VERTICAL
Marcti 10, 19'73

NARRATIVE FOR CAMA AREA /
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
SP. 15213 (Mill {-iole RooA q�ross
BeQVPr�AR S W
2. Type of CAMA area:
C Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
IV feel- nor—""
Length 27,, fee+ Mood Depth Se Prot
Width 10 feef ui io o F ire c�
!
le
Estimated excavation volume-1�G-`(
. rn t I v(l
NiCJ'I-P rS .-
4. Dimensions of estuarine shore area disturbance:
Length_ Depth
Width _ --
Est. excavation volume Est. disturbed areas
Crossing in road shoulder above culvert? Yes
___N/A
Crossing in road shoulder beneath culvert? Yes
N!A
5. Type of construction equipment to be used:
Trencher Motor grader
Backhoe
_Track excavator
6. vegetation at site. U
D405PJA93 930428
BEAUFORT-00-DIST-n-CAMA-2.PMr;3

NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
%. Stabilization measures: �� Y' o - `r= 4""' k-` S`'w'"^
s n 4 "mder Cr-e-ek
Greek bo}�ovn i es� r3 (h
9. Shoreline Stabilization (if creek crossing) 4 b u � s Pa lave f
Estimated shoreline erosion during preceeding 12 months Less 4Aan I -oaf
Length of Rip -Rap (along shore) ! D l ee i e ac l7 5! c1e o C. re e k
Average distance waterward of rip rap to normal water level Zero
Amount of fill to be placed below mean high water C Y
Type of fill material C 1,7 s s 1 Re P 11p
9. Name of planning jurisdiction 1\J 0r e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? X Yes No
NCDOT Encroachment is NCDOT Encroachment
obtained application applied for
11. Water line to be within non -DOT public right-of-way? IJA
Water line to be on private land? NIA
Easement obtained Copy of easement attached
Seeking easement at this time
D405PIA93 - 930429
BEAUFORT-CO-DIST-U-CAMA-2.PMT;3

NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names (for public trust waters crossing)
'�., n All;good
Steel%Box11419d
P+ d-
wash .9.1-0,,, AJC :2-7sa9
jnr+e W+uS Voo/grp jr,
1 5:2 9 So T y on S+reet
D405PJA93 930428
EEAUFORT-coDIST-n-CAMA-2.PMr;3 '

RUNYON ROAD
PROVIDE RIP —RAP
ON CREEK SLOPE
29'
W
SNODE CREEK
_1
BRI D G E
140 LF CREEK CROSSING WITH 6"DUCTILE IRON PIPE
350 PSI BOLTLESS RESTRAINED JOINT
82'
WATER LEVEL 13
0
O
R
0
pr
a 7c
1 ry
�O
50' {'1
x
m
a
z
;NOcOlG 11�
6e��im� 1
0 D
E •- I
° WARp EA
PROVIDE RIP —RAP ONI
CREEK SLOPES
4
Ma rc� 10i l 9 q3
4 W CAMA AREA O2
�w
lao' I BE A U FORT COUNTY WATER
DISTRICT II
ST
140 LFICREEK CROSSING WITH 6" DUCTILE IRON PIPE, 350 PSI, BOLTLESS RESTRAINED JOINT LONG ACRE WE
SCALE: 1 t= 30:110RIZONTAL
I" = 10 VERTICAL

NARRATIVE FOR CAMA AREA 2-
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
Location (Road number, street name, subdivision, nearest water body)
SiC7e of Wa `tigkn Park IVL
2. Type of CAMA area:
X Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length 13 0 �4- Depth S P e pro}1'�e
Width l2 F+ a! 7oD o creak bP�
Estimated excavation volume ��lD cubic reads'
4. Dimensions of estuarine shore area disturbance: S e c t", o -� n C T
Length 150 f t Depth See
Width 2,5 fY +rep, cA wifA 15 4 Wide Pa1'4
Est. excavation volume 72 C,Y Est. disturbed area Z 5o SY
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A
Type of construction equipment to be used:
Trencher Motor grader Backhoe
X Track excavator
6. Vegetation at site. Wo o ded swan." ar-e« Cr norm, s/rie
'::;M a I 4-rees� bushes bran ��e a c( ra d u{-UsS
pn Sou h Sl'C/o
D405PJA93 930428
BEAU FORT-CO-D1ST-n-CAM A-2. PMT;3

NARRATIVE FOR CAMA AREA 2
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: l:;o—r �
creek
ti baks
Sow;fty ar ss_
a7ler YJ aC L it • _
Lkere
Pi PejlY12
S hof u tid�r
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months � eo5 1 �a h f i-
Length of Rip -Rap (along shore)
Average distance waterward of rip rap to normal water level 2- ee F
Amount of fill to be placed below mean high water % G Y
Type of fill material C1a55 Z R=rip
9. Name of planning jurisdiction WC sly i Par �
Certificate of zoning compliance obtained? V 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? pa 4 ,
Water line to be on private land? Pcr�;
Easement obtained Copy of easement attached
_Seeking easement at this time
)2V
No• t Y I'Al
D405PJA93 930428
BEAUFORT-CO-DIST-II-CAM A-2.PMT;3

NARRATIVE FOR CAMA AREA Z
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
i( Riparian owners names (for public trust waters crossing)
W,)e
JJ(o ki ver rloa
Was--i4l NG 27BS7
Row 'co Znc,
tj.l2 B;:'Ck k; In goad
Uiaion, A1C. 27ag7
Aso l7, SWannei-i J r,
}, 3 Box 942
AX 2'7 f. 9
Nar, M, M1,114„ I, TuSH
R, cl' 1�P n P.R
(Pesewf- Use)
H 4r.y cMW 114n I
4-12 13rick k 1n Road
VJaS in9 dvn� A)C 27887
D405PIA93
BEAU FORT-CO-DIsT-n-CAMA-2.PMT;3
930428

JOSHUA TAYLOR JR
SP 525 ISABELLA AVE.
]U 28 . 26
IEW AVE.
NESS JOHN HINDSLEY, JR.
603 ISABELLA AVE
,s 29 . 04
SP
11�
CANAL
I JAMES A. HACKNEY, JR. PO sox 787 _ _ --
CAMA
64
2.44
ASPHALT
II LEE KNOTT. JR AREA
Po sox $48
1. 64
ASPHALT
AREA
PRIVATE ROAD i
12' ASPHALT.
JACK 0. MITCHELL
SOS SHOREW OOD DR. 20' CON
SP DRIVE
0 . 41 1 I905
CA y!J\ 2DRIVEN C. i^;. ..::
3 TE
20' ASPMALT
DRIVE
1.20 SP tll
'AGE 1935 WOOD PENCE
WX 701 S• E.",
4.20 SP
MOORE 000
Box 703
S.OS SP
MAY
301,
703 1235
sc•
CONC.
DRIVE
TEL
27 . 32
16' ROCK D0.
TEL
23 . EO
IV ASPHALT 0
29 . 52
i Sol ISAI LANAGAN
VL
3► MIC AEL PLA AVE
Issz
20• ASPHALT
PROPOSED
—a" PVC, SDR 21, 200 PSI WATE
LINE
— 60• R/W
MITCHELL
Z
BOX SOS 30.20
30 .32 O' Cp CIASP.
� ❑
Q
1
Q
J
II
J
I alw ON4
34W
W
PROPOSED DRAIN CROSSING
m LF, S" CLASS
Q
40• RIW
T DUCTILE
JOINT
RESTRAINED JOINT DUCTILE
PROPOSED
�40
IRON PIPE
SDR 21, 200 PSI
WATER LINE
L
IPROPOSED
L!20'�'EASIMEHT
. oor4' PVC, SDR 21.
200 PSI WATER
2 EA 30' CA► DRAM2
r
• SS
,"CLINE
,
I rWIDE ORANAGE
Q, 3].24 PROVIDE
❑• EASEMENT
RIP -RAP ON
--
_
IF - 0. 00 DITCH SLOPES
_ W
PROPOSED
_
SHORE WOOD DR.8 DI
ORAN. I I EA 6- GATE VA AVE B BOX
�T
r_ GIC cArAAREA I EA FIRE HYDRANT, 4 1/2"
GATE VALVE 8 BOX
'
3 I EA r
I EA r . 4- TEE, DI
40• RTw
iTENNIS
W000s
1 EA 8" PLUG, DI
COURT
44' ROCK PARKING AREA
_— ASPHALT
PROPOSED
ISABELLA AVENUE
SHOREWOOD DR.
INTERSECTION
40•R/W
PROPOSED
COLLEGE AVE. 8 SPF
2' PVC, SDR 21.200 PSI WATER LINE PROPOSED
3 EA 6- GATE VALVE 8 BOX
2 EA 6' . 6' TEE, DI
Fsr
7B4 S.04
1 EA 6' PLUG, DI
THOMAS
I EA FIRE HYDRANT, 4-I/2-
BOX
cone.
Morc1'3 1C� 1993
DRIVE

NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
C'AoreWooci Drive U%as%in.�pi�n Parka
6-e5lde c ana io Pn r'Co i�er
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length_
Estimated excavation
Ditch crossing
__Estuarine shoreline area only
Depth
4. Dimensions of estuarine shore area disturbance:
Length 4 50 E Depth 4 D' n chi es
Width I ''/a�t wide �renc% w;fh 4 %a_�� .5,Lelern.sl
Est. excavation volume 5 _C- Est. disturbed area 3 0 o S Y
Crossing
in road shoulder above culvert?
Yes
_N/A
Crossing
in road shoulder beneath culvert?
Yes
__X_—N/A
5. Type of construction equipment to be used:
Trencher __Motor grader X Backhoe
Track excavator
6. Vegetation at site.
E405PTA93 930429
BEAU FORT-CO-DIST-n-CAMA-2.PAf r;3

NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
8.
10.
11.
Stabilization measures:
Shoreline Stabilization (if creek crossing) e�-H o jk)
Estimated shoreline erosion during preceeding 12 mond
Length of Rip -Rap (along shore)
Average distance waterward of rip rap to normal water
Amount of fill to be placed below mean high water. —
Type of fill material
Name of planning jurisdiction VIA4 ti �LLj 1-yN 22 rk
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?
Yes No
Yes _No
NCDOT Encroachment
application applied for
Yes
__Easement obtained X Copy of easement attached
_Seeking easement at this time
D405PJA93 930428
BEAUFORT-CO-D1ST-n-CAMA-2.PMT:3

NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
TOWN of Was�,!G'oo PQrk
P, U, I301( & 3 2
1,V4 (�I IJ C 277R 9
l ee E k.,o+l Jr,
t3ox 54'8
NC 2-79Bq
i a A O M,'+c�e//
foo5 St�orewooci Drive
AX 27889
P.4A N
(a05 Shorewoo Dr��e
Vda s A,n 4o n,. 61C a7889
javn ,5 A. Helcknf4 Jr.
P, U, Box 7y,7
Wasl,7r )o) /VG 27889
i �li QM q7 Ce
JQne vv. Paja
%p _Dojld S N-A 13 aniley
2123 Cowper Drive
RQleial, tJG
D40SPIA93
BEAUFORT-CO-DIST-n-CAMA-2.PM ,3
930428

,NGrON 'm RO 14.20
• 41C HARRY Mc MULLAN, JR.
412 BRICK KILN RD.
WASHINGTON, N.C.
PROPOSED
sP 3 6" PVC , SDR 21. 200 PSI WATER LINE
966
/ 'I' �� 3 PROPOSED
_WGING STORAGE AREA 3 a
WaLJ AM WILEORA J f I
30 LF , 10° ORYBQRE WITH 10 STEEL CASING, MINIMUM
PO BOX 504 0 Q THICKNESS 0. 188AND 6" PVC , SDR 21 , 200 PSI WATER I
Q LINE ¢ u
O no
3 EA. 6" GATE VALVE 8 BOX ¢Q�
J M I EA. 6" 900 BEND, D. I.
2 EA. 6"X 6" TEE , D.I. 1l..
1 EA. FIRE HYDRANT, 4r2 O :r~`4 UN3 JACKS BODY SHOP
2 j 4+76 / / CANA AREA USED CARS /
4+ 64 Sp
V� 2 EA. 60"RCP DRAINS / / 4 S9 7
PROVIDE RIP- RAP/GRAVEL CHECK DAMS 1/J RP
\ 5297 /
4'AG� _ 4 3. 20
HALT
e __-- _ sT. es 1 -44.06
I ,
a,A G/C I I I
/W 4 /
— 4^a
PROPOSED I ASPHALT AREA
RAILROAD DRYBORE-60 LF 12" DRYBORE WITH /
12"STEEL CASING, MINIMUM THICKNESS 0.250" /
AND 6 PVC ,SDR 21, 200 PSI WATER LINE. i
PROPOSED 46.0
4 /
I EA. 6" GATE VALVE a BOX SHOP EZE HARDWARE
GARDEN CENTER
1 /Oo•R�w NC Fermit h�pPuir�C 143 M
per �av,'c� (✓c-,�SCCefi
cy
C;S�II/�7"3 2
SF PAN Rnnn rRnccimr,, PROPC'

NARRATIVE FOR CAMA AREA +
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
Location
(Road number,
street name, subdivision,
nearest water body)
S R
1.303 ( r3ri[k
kit'M Road).
GCYoss
Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing Estuarine shoreline area only
If crossing, dimensions of crossing: A
See Tyw
pe
Length MIA Depth LAMA Grossig Del
r+l�
Width N�A
Estimated excavation volume NIA
4. Dimensions of estuarine shore area disturbance:
Length L fo5- 'Et Depth 4z
Width I '/� �t wiJti 5�/z;+ 5ideca--,+
Est. excavation volume 3 2.r-Y Est. disturbed area 13 0 5 Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
_Trencher eKMotor grader
Track excavator
6. Vegetation at site. V i a d 6 r4 s S
x Yes
Yes
N/A
X N/A
X Backhoe
D405PIA93 930428
BEAUFORT-00-DIST-II-CAMA-2.PMt;3

NARRATIVE FOR CAMA AREA 4-
BEAUFORT CO WATER DISTRICT 11-
LONG ACRE WEST
7
8.
a
10.
11
Stabilization measures:
r-oadstdQ -ren<a of crossiH See;R
9-
Shoreline Stabilization (if creek crossing) c4i ovi N/A
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
Name of planning jurisdiction G o till a s '"A }On
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes
K Yes
No
No
�NCDOT Encroachment
application applied for
Water line to be within non -DOT public right-of-way? �0
Water line to be on private land?
N) A Easement obtained
No
N/A Copy of easement attached
N A Seeking easement at this time
in
D405PJA93 930428
BEAUFORT-co-DIST-II-CAMA-2.PMT;3

NARRATIVE FOR CAMA AREA 4_
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
i2. Property owners names (for estuarine shoreline site)
is Riparian owners names
Loi-+ie. Garre+-f eir5
clo JoT ph B Helen .Qonnei
$23 H untl na ton Ave,
p/aln Field) NJ D7000
_ r o Y5
214 P.f�e� Rua
M/as�;n� Toni NC 27M
D405PJA93
BEAUFORT-00-D1ST-II-CAMA-2.PMr:3
930429

4v
nd .
I EA.6 x4 REDUCER, D. I.
I EA.4"GATE VALVE a 60X
ISED
�,SDR 21, 2DO PSI WATER LINE
PROPOSED
6"PVC ,SOR21 ,200 PSI WATER LINE
_NCSR _1307
DIRT—ROAI
4"PVC , SOR 21,200 PSI WATER LINE
IS' MINIMUM FROM Q DIRT ROAD
Perv»#-I- ReqLIiI-C J
p.,vrd Gv---,e+t
05/11 /q3
3f_
2' 2'
Dirt Road Section

NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
SR )307 Sn6de Cre-ek
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing: A
See Ty Pe
Length N/A Depth LAMA Cr-o5sinu pefall
Width N/A
Estimated excavation volume ti!
4. Dimensions of estuarine shore area disturbance:
Length 16 {t Depth 40 1n
Width I �+ 1—reH�h _�vtfC 5 -F+ s�c/eca"i
Est. excavation volume 30 cY Est. disturbed area 115 S Y
Crossing in road shoulder above culvert? Yes N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
_Trencher __Z_MOtor grader X Backhoe
Track excavator
6. Vegetation at site. l 'a to h ci g f a s s
D405PJA93
BEAUFORT-CO-DIST-n-CAMA-2.PMT;3 930428

NARRATIVE FOR CAMA AREA rJ
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
7. Stabilization Jmeasures: / Pip !:4 p �a ra u e 1 -r; 1 r r% ec k A,1« s
�finee al CYO$��Nq_� EP�Kq
8. Shoreline Stabilization (if creek crossing) S erNoh WA
Estimated shoreline erosion during preceeding 12 months
Length of Rip -Rap (along shore)
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 A) a s '„a -1-o in A) G
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? ni o
Water line to be on private land? ^) o
N/A Easement obtained N/i4 Copy of easement attached
NZ6_Seeking easement at this time
D405PJA93 930428
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3

NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
�_Ripazian owners names —
Ijations Bank r.s4
Peal Esin4e-
P, D. I3oX -27287
RC4Iet b NG 27G11
mar R. 1Ji XoN
Be+fy B, Dc )(on
caroLn Q Ierkin5
G34-'River Road
waskihai-o . nlG a731
r r e4+ `7eirs
qo seft, cf Helen 6on"er
R23 /i r/ radon Avenue
Plain field)`'t,jj 070(oO
D40SPIA93
BEAUFOPT-CO-DIST-11-CAMA-2.PMf;3
930428

(5H40zo. e
ON 4
I2j 4rN4 fOW4g0
PN//lIP
AEES
SN/NG I NDA SNNE/qS
ql3
W49NlNGBW 343
ON 0R
N
22. N.0
c
O
z6
Jp
/999
=7
NORTHERN BOUNDARY— 100 RAILROAD R/W
RCP
NCSR 1302
_ R W --
R/ W (DOT) CANA AREA
PROPOSED
6:'PVC,SOR 21. 200 PSI WATER LINE
5' MINIMUM FROM EDGE OF ASPHALT ROAD
"--PROPOSED
I EA. GATE VALVE B BOX
25-1-40
WINDLEY MAYSIIACK
Y.O. BOX 2032
WASHINGTON N.C.
ASPHALT
26 .44
26• 32
2 EA. 40 CMP DRAIN , 4'-G/C
PROVIDE RIP-RAP/GRAVEL FILTER
CHECK DAMS
l�l o Pe r m l`f- RPq L, l rc'c�
per Dc(v , cl wss e -f+
05/I)/93

NARRATIVE FOR CAMA AREA _(o
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
Location (Road number, street name, subdivision, nearest water body)
SR )30 ( Poo -hem -own Road) 800 Feet easl-
o4� SR 13oZ S de- C re2k
Type of CAMA area:
Creek crossing X Ditch.crossing
Canal crossing Estuarine shoreline area only
If crossing, dimensions of crossing:
SQe Ty pe fi . r�
Length NZ,q Depth GAMA Cro<s1rJ IJe+z;�
Width
Estimated excavation volume NIA
4. Dimensions of estuarine shore area disturbance:
Length / (o O -f+ Depth
5.
Width I i/2 -F+ frenc � vi; 4� 5P SidecesIL
Est. excavation volume 33 CY Est. disturbed area / 2 5 5 Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
Y Trencher k Motor grader
Track excavator
Vegetation at site. h 11 rQ s S
X Yes N/A
Yes V N/A
K Backhoe
D405PIA93 930428
BEAUFORT-CO-D15T-11-CAMA-2.PMT;3

NARRATIVE FOR CAMA AREA &
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: I !rLJ avel er F h dG<n 3
jH yr7a cl S'dC' C7i i-cLi� Si �i- yey+�e u'�" CrossiHq,
See,,f+-er baCP1.IL'L,4
J
8. Shoreline Stabilization (if creek crossing) Spc fioN AJIA-
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 yJ c s(7 'r a 4ov 11 Al G
Certificate of zoning compliance obtained? X 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? All
Water line to be on private land? NO
--NIA Easement obtained Copy of easement attached
NA Seeking easement at this time
D405PJA93
BEAUFORT-00-DIST-n-CAMA-2.PMT;3 930428

NARRATIVE FOR CAMA AREA - 6
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
_Riparian owners names
1N;rd)gV M, shack
P.O. a x 20 z
VJ_a4� nJ AJG. 2'78E9
W It Moore be,',s
clo Neleh Wind ley -
P, O, 8ox 2032
Wash;h,54oh, NG 2-17s7
D405PJA93
BEAUFORT-CO-DIST-Q-CAMA-2.PMT;3
930428

,M rmum CVba Jr Norm",, nVwu 6L.
50' RI
PROPOSED 01
40 LF, 6"DRYBORE WITH 6 STEEL O
:ASINGI MINIMUM THICKNESS 0.188M_
4N0 3 PVC, SDR 21 , 200 PSI WATER LINE. 3 !
2 EA. - 3 "GATE VALVE a BOX
EA, 2" GATE VALE 9 BOX v7
5: U
EA, 3.x 3TEE, PVC Z
EA. 3-450BEND, PVC
EA. 3% 2" REDUCER, PVC
IN 19,76
18.68 k� ITS CONC. DR.
c
ti
16'15PHALT DR.
<
N G
i H
S p
1041
SP
I O60
�Ne
YO.S6
PHILLIP LEE
19.08 RT. 5 , BOO( 57
WALTER S. GUST WASHINGTON, N.C.
BOX 55
MZ
WASHINGTON, N.C. 21.52 +
o
25.84
N
I. B. LITCMflEID
Rr s Box 58
WASHINGTON, N.C.
SdMUEL SELBY JONES
P-0. BOX 752
WASHINGTON
PROPOSED 7
I EA. 2 900BEND, PVC
I EA. 2 GALV. BLOW -OFF 29.
ASSEMBLY —7_�7
L1,J 1AI
BOAT HOUSE
CAM
�1
ISLAND
�r
25.36
16'LONC. OR
25.76 I
22. 24 —
26.84
15'OONC. DR.
27.36
IO'ASPHALT DR.
S P 24,56
1059 WILLIAM ODEN, JR,
BOX 63
WASRINGTON, N.L.
MARK MCCOT
IY23 RT. 5 , BOX 62
WASHINGTON, N.L.
28.00
D N RT. 5 , Box
61 NSON
S P RT. S , BOX 61
506 WASHINGTON , N.C.
PROPOSED
2"PVC,SDR 21, 200 PSI WATER, LINE
5' MINIMUM FROM EDGE OF ASPHALT ROAD
28.76
12 ' ASPHALT DR.
29. 12
,OON-C.' DR. R. HODGES HACKNEY
S P RT. 5, BOX 60
ITI WASHINGTON, N. C.
v BOAT HOUSE
HARBOR
Murcia ju- I y93
Scu le, i l UO

NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT 11-
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body) -
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Estimated excavation volume
Ditch crossing
X Estuarine shoreline area only
Depth
4. Dimensions of estuarine shore area disturbance:
Length 2 5 I + Depth 40 n
Width ��i �+ '�'1-Pn C N NJ i -th 5 tf Si 4 PCcr.s-F
Est. excavation volume__5 CY Est. disturbed area -aO 5 Y
Crossing in
road shoulder above culvert?
Yes
__g__N/A
Crossing in
road shoulder beneath culvert?
Yes
X N/A
5. Type of construction equipment to be used:
_Trencher Motor grader X Backhoe
Track excavator
6. Vegetation at site. Yard c,S
D405FJA93
__._.__.........—n nAv. an -1
930428

NARRATIVE FOR CAMA AREA %
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures:
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
Name of planning jurisdiction N 612 e
Certificate of zoning compliance obtained?
10. Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
yes No
_Yes No
_.X_NCDOT Encroachment
application applied for
11. Water line to be within non -DOT public right-of-way? A) p
Water line to be on private land?
IL1/A Easement obtained
No
P/A Copy of easement attached
!J/A Seeking easement at this time
D405PJA93 930428
BEAUFORT-CO-DIST-n-CAMA-2.PMr;3

NARRATIVE FOR CAMA AREA 7
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names
Sa n ue� Sel6� JCS
P, O. BoX 752
WlasH'naion NG 27889
iz gvdges Oocknay
yV"SAiram n" /uc
D405PJA93
__ . _....,........n n�cT_nr ew!♦_9 vMr:3
930428

MEMORANDU
To: Jim Mulligan
Deborah Sawyer
FROM: `David Gossett
DATE: 25 May 1993
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
Beaufort County Water District II, Long Acre West
Beaufort County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill Permit which
was received by me on 11 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.