19930493 Ver 1_COMPLETE FILE_19930510

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGII
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
August 12, 1993
Action ID. 199302703 and State Permit No. 83-93
Beaufort County Water District II
Long Acre West
Post Office Box 1027
Washington, North Carolina 27889
Gentlemen:
F 2 3 1993

Reference your application for a Department of the Army permit to install
water lines through waters and wetlands of Beaverdam Swamp, Snode Creek and
the Pamlico River, Washington Park, Long Acre Township, Beaufort County, North
Carolina.
Your proposal'has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-C080-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and the enclosed plan. Failure to comply with
the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
. If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be. reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished with enclosure:
NOAA, NOS, Coast and Geodetic Survey
Mapping and Charting Branch
Source Data unit, N/CG2211, Station 7350
1315 East-West Highway
Silver Spring, MD 20910-3233
.e.,_ _- _ John Dorney.
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-.3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
1
i
ii ROAD
I,
1f--CULVERT PROPOSED
14 WATER LINE
W W --? w
SILT FENCE
?-ROADSIDE__DITCH
AP/GRAVEL FILTER
DAMS.
GROUND LEVEL
36? MIN.
PROPOSED MAIN
MAIN TO BE CENTERED OVER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED.
OVER DRAIN.
6 MIN.
"--PIPE JOINT
EXISTING STORM
S EWER DRAIN

TYPE A CAMA CROSSING
CULVERT
IPROPOSEO MAIN
71P-RAP/GRAVEL
'ILTER CHECK DAMS
i

GROUND LEVEL
18"MIN.
ROAD
PROPOSED PROPOSED
STEEL CASING WATER LINE
W W
SILT FENCE
FROADSIDE DITCH
IO 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.
EXISTING STORM
SEWER DRAIN
IPE JOINT
1-1 ct rt !? i L ; I `"l `i 3
i TYPE B CAMA CROSSING 5I:16-6r 2 ?? l3
ROAD
W N
GROUND LEVEL
PROPOSED
f7 WATER LINE
W W
'FENCE
ROADSIDE DITCH
RAP / GRAVEL
ER CHECK DAMS
MAIN TO BE CENTERED UNDER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED EXISTING STORM
UNDER DRAIN. SEWER DRAIN
MIN.
24 "
PROPOSED MAIN
CENTERED CENTERED
PIPE JOINT I PIPE JOINT
101rch 1c, Iti'`i3
TYPE C CAMA CROSSING S 3 Oe i3
it
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FOR ESTUARINE SHORE AREA
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JOSHUA TAYLOR JR.
SP 525 ISABELLA AVE.
1313 28 . 28
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NESS JOHN HINOSLEY. JR.
603 ISABELLA AVE
iS 29.04
SP
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CANAL
r JAMES A. HACKNEY. JR. 1
PO BOX 787
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1.64
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12' ASPHAL
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605 SHOREW OOD DR.
20' CoNc"
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0.48 t985
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20'. ASPHALT
DRIVE
S • 20 SP
SAGE 1933 WOOD FENCE
3OX 701 S' E.O.A.
4.20 SP
MOORE 1000
BOX 703
MITCHELL
Box 605 30-2
30.52 Id' CONCI.
F-I DRIVE
R/w
i 30'
40, RIW
PROPOSED
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WATER LINE
CANAL
20' EASEMENT
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0
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PROPOSED DRAIN CROSSING
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32.92
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RIP-RAP ON
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PROPOSED
IS RcP I EA 8' x G' TEE. DI
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DRAIN. ?CAAU AREA
rs Glc I EA FIRE HYDRANT. 4 112"
3 I EA jr GATE VALVE A BOX
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31
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BOX 703 I2;;
36'
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TEL
27.92 I
IS, ROCK OR.
TEL
28.80
16' ASPHALT DR.
29 . 52
I MICHAEL FLANAGAN
;p 601 ISABELLA AVE.
1532
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PROPOSED COLLEGE AVE. 8 SPF
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DROPOSED
30 LF , 6" DRYBORE WITH 6 STEEL
:ASING 1 MINIMUM THICKNESS 0.188 "
AND 3? PVC, SDR 21 , 200 PSI WATER LINE.
t EA.. 3" GATE VALVE a BOX
EA. 2" GATE VALE a BOX
EA. 3"x3" TEE, PVC
? EA. 3"-450BEND, PVC
EA. 3"x 2" REDUCER , PVC
s
50' R/ W
i
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3 c
3
N
25.6..36
W CONC.DF
TEL
19 a 76
(8.68 k-l 17- CONC. DR. o
I 'ASPHALT OR. It
a
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SP N <
191 C
tot s6
PHILLIP LEE
19.08 RT. 5 , sox 57 0
VALTER S. GUST WASHINGTON, N.C.
BOX 55
z
WASHINGTON, N.C_ 21452+ +v
26.84 i Nn
1. B. L ITCH FIELD
RT5,BOX58 cai
WASHINGTON, N.C.
28 + 44
SAMUEL SEL JONES
P.O. BOX 752
WASHINGTON , N.C.
PROPOSED TE
1 EA. 2**-900SEND, PVC-
------I EA. 2 " GALV. BLOW-OFF 29.1
ASSEMBLY
BOAT HOUSE
CAMA
I
25+76 }
22-24-?
3
264-84
15' CONC. DR.
27.36
IO'ASPHALT DR.
S p 24+56
1059 WILLIAM OOEN, JR.
BOX 63
WASHINGTON, N.C.
MARK Me COY
t225 RT. 5, BOX 62
WASHINGTON, N.C.
28+00
HAROLD STEPHENSON
S P RT. 5 , BOX 61
S06 WASHINGTON , N.C.
PROPOSED
2"PVC,SDR 21, 200 PSI WATER, LINE
5 MINIMUM FROM EDGE OF ASPHALT ROAD
: 28+76
12' ASPHALT DR.
I
:CONC.' OR.
%
BOAT HOUSE
29. 12
R. HODGES HACKNEY
S P RT. 5, BOX 60
171 WASHINGTON, N. C.

ISLAND, HARBOR
`I l -3
March ICj
Sg-Er 13 oF' l3
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
Action ID. 199302703
July 13, 1993
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
x
WETLANDS GRU
WATER QUALIr e`
Reference the application of Beaufort County Water District II, Long Acre
West; for a Department of the Army permit to install water lines through
waters and wetlands of Beaverdam Swamp, Snode Creek and the Pamlico River,
Washington Park, Long Acre Township,.8eaufart CountNorth Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. The area of waters of the U.S. that is disturbed must be limited to
the minimum necessary to construct the utility line.
C. 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.
d. Preconstruction substrate and wetland bottom contours will be
restored. All excess material will be removed to an highround retention area.
, e. Excess material must be removed to upland areas immediately upon
completion of construction.
f. In wetlands, the top 6" to 12" of the trench should generally be
backfilled with topsoil from the trench.
g. Any exposed slopes and streambanks must be stabilized immediately upon
completion of the utility line.

-2-
h. Stabilization is required immediately on completion of each individual
crossing.
i. Measures shall be taken to prevent live or fresh concrete from coming
into contact with waters of the State until the concrete has hardened.
j. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less are not considered significant.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
MJohn Dorney
?flater Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 2, 1993
Beaufort County Water District II
Lomg Acre West
P.O. Box 1027
Washington, N.C. 27889
Dear Sirs:
Al I VA
44
7
[D F= F1
Subject: Proposed fill in Wetlands or Waters
Beaufort County Water District II, Long Acre West
Beaufort County
DEM Project # 93493
Upon review of your request for 401 Water Quality Certification to place fill material in
wetlands or waters which are tributary to Beaverdam Swamp and Snode Creek for utility line
back fill and bedding located at Long Acre Township in Beaufort County as described in your
submittal dated 25 May 1993, we have determined that the proposed fill can be covered by
General Water Quality Certification No. 2664 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be used in qualifying for coverage
under Corps of Engineers' Nationwide Permit No. 12.
If this Certification is unacceptable to you, you have the right to an adjudicatory
hearing upon written request within thirty (30) days following receipt of this Certification. This
request must be in the form of a written petition conforming to Chapter 1508 of the North
Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box
27447, Raleigh, N.C. 27611-7447. Unless such demands are made, this Certification shall be
final and binding.
If you have any questions, please contact John Dorney at 919-733-1786.
Sincerely,
?) ??,,I yt`tZ
r ton Howard, Jr. P. .
93493.Itr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
John Parker, Division of Coastal Management
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 1 0% post-consumer paper

To: John Dorney
Planning Branch °
DIVISION
OF ENVIRONIlISN'PAL
CANA/COE PERMIT APPLICATI:
1 fR LANDS GRO?p
WaRO PROJECT # `l3 --03 r `c- NAl/1y
WQ SUPERVISOR:
REVIEWER: SAWYER DATE: G z
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
COUNTY:
PERMIT YR: WtK
PROJECT NAMEPROJECT TYPETYPE: E
COE #: DOT #:
RCD FROM CDA: DATE FROM CDA: 3f? g3
REG OFFICE: WARO RIVER AND SUB BASIN #: [
C? O??R ADJ ACCN WATER BODY-
if
? TREAM INDEX #: OPEN OR CLOSED: p « 3 ??L
WL IMPACT: N WL TYPE: I
WL REQUESTED: WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE: TING SHEET ATTACHED?
RECOMMENDATION: SI ISSUE/COND DENY HOLD ,
STORMWATER PLAN REQ'D: ? IF YES, DATE APPROVED:
PROJECT DESCRIPTION: D-
WATER QUALITY CERT. (401)
CERT. REQ'D: Y ``
IF YES, TYPE :
SEWAGE DISPOSAL C1
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: WETLAND:- 6
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING
AREA TO BE DREDGED ztl-"fUo
IS DREDGING ACTIVITY EXPECT /TO CAUSE A SIGNIFICANT LOSS OF
A
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MAINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CC: WaRO; Central Files; DCM Field Offices; COE Washington office
s 1
- DIVISION OF ENVIRONMENTAL MANAGEMENT
i
MEMORANDUM
• TO: Bill Moore, Environmental Engineer
Water Quality Section, WaRO
FROM: Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
SUBJECT: Dredge and Fill Reviews for Stormwater Review
Projects
Project No.: `C---
Date Received:
.F;nAt Date Comment:
Description of Project:
sew. A??ed
Comments:

To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA/COE PERMIT APPLICATION REVIEW
WaRO PROJECT # `?3 WQ SUPERVISOR: THWE/
REVIEWER: SAWYER DATE: Gl $l 1 3
INFORMATION FOR C
PERMIT YR:
PROJECT NAME:
PROJECT TYPE:
? h Ull
COE #:
RCD FROM CDA:
REG OFFICE: IWARO
ENTRAL OFFICE TRACKING
PERMIT. COUNTY:
E
'?T TYPE: CCA?
DOT #:
STREAM OR ADJACENT WATER
CLASS: C + e 3to
OPEN OR CLOSED:
DATE FROM CDA: S' -x- 'Y 3
RIVER AND SUB BASIN #:
BODY:
jf??*MEIMUINDEK #:
dZ - 7 g" ?!? ?/ -'J
WL IMPACT: ly WL TYPE:
WL REQUESTED: WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE: TING SHEET ATTACHED?
RECOMMENDATION: S? ISSUE/COND DENY HOLD
';? q . 3 -/CI-

STORMWATER PLAN REQ'D: IF S, DATE APPROVED:
PROJECT DESCRIPTION: ?Cye? ,?- ,,:Q??Q,Q,?? •
V " " `-t 4e-..4-
WATER QUALITY CERT. (401)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: WETLAND:- D
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING
AREA TO BE DREDGED:A-,AUO TIS DREDGING ACTIVITY EXPEC/Tb CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MA&TNA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CERT. REQ' D : Y ?y #
IF YES, TYPE : Itt%
SEWAGE DISPOSAL ?1
TYPE OF DISPOSAL PROPOSED: Alk
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
CC: WaRO; Central Files; DCM Field Offices; ODE Washington Office
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
Beaufort County Water District II
a. Name - Long Acre West
Address P.O. Box 1027
City Washington State NC
Zip 27889 Dayphone !9191946-0079
N/A Landowneror N/A Authorized agent
b. Proiect name (if any) Beaufort County Water
Dis rict 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
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
If you plan to build a marina, also complete and
attach Form DCM-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 warar
to sections of Long Acre Township.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract overall, 48 acres
b. Size 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
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
e site? (Consult the local land use plan.)
tryiect crosses several classifications
eow•
x Conservation x Transitional
x Developed x Community
x Rural Other
IL How is the tract zoned by local government?
C _ ..t-rac?,ot? `%i?/4? Iet+e? 7rc» C.+y c? ?L'asti:ncic;,
See u}+?c%ra ??s/,3 lrertaf {r..n lUwsli,MSto., /pi?rk
i. How are adjacent waters classified?
See narrative
a. Describe all development activities you propose (for j. Hasa professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? No If so, by whom?
or pier). Installing water lines for
public water syRtem
3/91
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed N/A
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
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
If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
d. Size of area to be graded or disturbed o
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.
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
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 4<>'s>>><

N/A N/A
h. If applicable, has a stormwater management plan Other (break-
been submitted to the Division of Environmental water, pier,
Management? N/A boat ramp,
i. Describe proposed sewage disposal and/or waste rock jetty)
water treatment facilities. Fill placed in
N/A wetland or below
MHW

j. Have these facilities received state or local approval? Upland fill
N/A areas
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commemial effluent, "wash
down"). N/A
b. Amount of material to be excavated from below
water level in cubic yards See narratives
Material 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
N/A
g. Location of spoil disposal area N/A
h.
i.
c. Shoreline erosion during preceding 12 months, in
feet 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
owner. Contractor to arran a d1s osal area. f.
Witb excinon io w ttr irossings
spoil wi a a ac w ere it was
Will a disposal area be availablecfor future excavated.
Type of fill material Class 1 Rip rap
maintenance? N/A
If so, where? 8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
swamps, or water areas?
N/A 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 .instrument under which the applicant claims title to the
1. Amount of fill in cubic yards N/A affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
m. Type of fill material NIA deed or other instrument under which the owner claims
title, plus written permission from the owner to carry 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 plan view and cross
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 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.
-- A li t f thnames and coy" Into addresses of the
7 SHORELINE STABILIZATION
See narratives or
a. Length of bulkhead orriprap creek crossings.
No bulkheads to be constructed.
b. Average distance waterward of mean high water or
normal water level See narratives of
creek crossings.
so e p
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 3
Name See narratives
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).
4
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 April , 19 93.
?A
Lanil6wner or Authorized agent i
Granville Lilley, Chairman
Beaufort County Water
District II - Long Acre West
3/91

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1.
2.
APPLICANT'S NAME Beaufort County Water District IT (Long Acre Wast )
LOCATION OF PROJECT SITE Beaufort County, Town of Washington Park
PHOTO INDX: 1989: 264-2-264-l n 1984: 73-577-73582 _
STATE PLANE COORDINATES: X: 2,598,200 Y: 640,800
3. INVESTIGATION TYPE: DREDGE & FILL Yes CAMA Yes
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 5/10/93
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11 MAV 1qA3
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_?L_
COASTAL WETLANDS X PUBLIC TRUST WATERSX
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 I n d i v i d u a l wells
PLANNED Central water system
(G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE N/A
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Red Maple, Cypress, Typha,
Arrowhead +400 sq ft None
(B) NON-VEGETATED WETLANDS:
(C) OTHER:
Pipe installation throughout
project within AEC's.
(D) TOTAL AREA DISTURBED:
+48 arrag
+400 sq ft +48 arras
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: N/A OPEN: YES NO x
8. PROTECT SUMMARY: The applicant is proposing to install water lines in
Long Acre Townshir in Reaufnrt County and within tha tnwn limits of
Washington Park
i
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.
Z
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, t30' 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 they
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. 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 project 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
., i
Thomas B. Richter, Mayor
COMMISSIONERS:
Horace B. Cowell
Charles R. Fulcher
Del J. Miltenberger, Jr.
A. R. Peters 111
H. Blount Rumley, Jr.
ffiufnn of Anshingfon ]lark
F.M. Pox 632
Anshingfon, Porfh (E[xrolints 27809
Walter J. Bowen, Jr., Clerk
March 15, 1993
Mr. Granville Lilley, Chairman
Beaufort County Water District II,
Long Acre West
P.O. Box 1027
Washington, North Carolina 27889
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 kyor
Tom Rich Town of Washington Park
TR/kat
cc: Van Lewis
Billy Mayo

J
APR 2 61993
a
x.m unu..
1Yi8
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
thus our response only applies to the
of our jurisdiction,
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 donft hesitate to give my office a call.
Sincerely,
Bobby E. Roberson
Director of Economic
and Community Development
cc: Ed Burchins, City Manager
Van Lewis P.E.
Russell Waters, Director of Public Works
P. O. BOX 1988 WASHINGTON, N. C. 27889
CITY OF WASHINGTON '
t
I
II ROAD
I ?w-CULVERT PROPOSED
11 WATER LINE
W t I W
W
CE
.,-ROADSIDE_ DITCH
AP/GRAVEL FILTER
DAMS.
GROUND LEVEL
PROPOSED MAIN
36" MIN.
6 MIN.
PIPE JOINT
MAW TO BE CENTERED OVER ((
\\ DRAIN
DRAIN. 1S EISTI G STORM
NO PIPE JOINT SHALL BE INSTALLED
OVER DRAIN.
hl 0,A 10; 1q,13
TYPE A CAMA CROSSING
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-SILT FENCE
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F
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10 LF MIN. STEEL CASING INCLUDED EXISTING STORM
IN UNIT PRICE OF PIPE. SEWER DRAIN
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.
IPE JOINT
M ct rc. h l i. / ?% `r 3
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TER CHECK DAMS
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MAIN TO BE CENTERED UNDER
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PROP
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24 „ MIN.
TERED _ I _ CENTE
IPE JOINT
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NARRATIVE FOR CAMA AREA /
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
S R 1523 (MII/ 140le Roac)) aCf-ds5
Beaver- c(a S
2. Type of CAMA area:
X_Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossi/nyg, dimensions of crossing: fee+ no-1-1 Length 2 feel Fl?acl Depth SPe Pro F, 1e
Width 10 ferf a{ ?a 04C FrrHe?
Estimated excavation volume_ Cy
4. Dimensions of estuarine shore area disturbance: ID ?4-1 k
Length Depth
5.
6.
D405PJA93
Width
Est. excavation volume Est. disturbed area
Crossing in road shoulder above culvert? Yes N/A
Crossing in road shoulder beneath culvert? Yes N/A
Type of construction equipment to be used:
Trencher Motor grader
Track excavator
Backhoe
Vegetation at site. Un I u c(' q ras s s mu l? u l clPr +r--,PS,
o'Ina')st
NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
7. Stabilization measures: cc /12 61?' C r-P P k u n k :• c wi F n
e
5 no u der cix-ek ,
s e0. I P u p f
8. Shoreline Stabilization (if creek crossing) above
Estimated shoreline erosion during preceeding 12 months L pss 4Aah 1,64
Length of Rip-Rap (along shore) l o ?Pe+ e awe v JC? C rf e
Average distance waterward of rip rap to normal water level `ZPrO
Amount of fill to be placed below mean high water G
Type of fill material 14 s s !?' 1
9. Name of planning jurisdiction IU ke
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? NSA
Water line to be on private land? 01A
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2 930429
BEAUFORT-C0-DIST-II-LAMA-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)
e She /"a- /dill" od
t'+, 4. Sox 4-19
WaSA i',c4oa, NG 2-7 g89
Bar-+ewuS WO e) /arc 3
15 2 9 So Tryon S+reef
Gharl e+-he NC 282°3
D405PJA93
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3
930429
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NARRATIVE FOR CAMA AREA ._-
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
Location (Road number, street name, subdivision, nearest water body)
a cross !Dm ocl re e K, Ors nor
5 I d e 0T V Vlc S 4i N A kk1 R, r !V
Ili
2. Type of CAMA area:
X Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length 1 3 0{ Depth S p e p?-o' le
Width S F? l2 ?+ a? boo o -F creek b "l
Estimated excavation volume 160 cci k r y,9 4 '
4. Dimensions of estuarine shore area disturbance: S e_,:-t, c r7 rn c T
Length f 5 a t Depth See p)-o ?/' /p
Width 2 5 1 re?? c w i A ) S -rf- w iC?e f?a -F4
Est. excavation volume 70 C, Y--Est. disturbed area Z 5 S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
Trencher Motor grader
X Track excavator
Yes X N/A
Yes X N/A
Backhoe
d
6. Vegetation at site. wo c d ed s wa rn P y a eeu- o pi nor f h Sie __
Sm a f l -f :e es L' 5L P S L? i-Q H! ?l P Cf n ?1 va rCT Q 1-6S S
pvl Sv u S id "
D405PJA93 1 930428
NARRATIVE FOR CAMA AREA 2
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: _ -; ° - p reek b a h s 'So; H9
eed ATer bac 1? ??il1/?/?ere pipelllle 5 ho uItde,-
e-1 1-49,e
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months e ss -? ?a h ??-
cA f,
Length of Rip-Rap (along shore) / 5 f e t o h P u ?' ° re
Average distance waterward of rip rap to normal water level 2 e e f
Amount of fill to be placed below mean high water 7 G Y
Type of fill material C 14 51, 1 D A- r 1
9. Name of planning jurisdiction VVC, sly; n , E o h PG r ?
Certificate of zoning compliance obtained? X 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? TQ e q Q // V
Water line to be on private land? ?C( r ?/ a
Easement obtained Copy of easement attached
_,&_Seeking easement at this time
f?V
D405PJA93
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3
Alo.
930428
NARRATIVE FOR CAMA AREA Z
BEAUFORT CO WATER DISTRICT II
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names (for public trust waters crossing)
W ,' 1 e
11(0 (liver- Roa
LUa sti i Nn 4-v n, /J C- 27'3 39
Asa C, Swann-e,, Jr,
Box 942.
wash Na ram lUC 27 ?V?
Rovn" LO Inc,
¢!2 Brick k.'In Poad
1A?as?inn?-on Al C. 27$9
H 4 rr-V Mc- MU 1141, . j r, 1 r'15 - "
/vor?o?k ce Sow 4Aerr, PR
PrPSPVrfi Use
C?v H ci r-r}/ c Mu 11,4 h Jr
4-1-. Bp-,"Ck K;Ih good
vVaS in,j-kin, /VC 27829
TEL
JOSHUA TAYLOR JR. 27.92
SP 525 ISABELLA AIVE. 16' ROCK OR.
1313 28 + 28
IEW AVE.
NESS JOHN HINDSLEY• JR.
603 ISABELLA AVE TEL
;S 29.04 28 -80 C
16' ASPHALT OR.
SP
p93 _
1 29.52
MICHAEL FLANAGAO
Sp 601 ISABELLA AVE.
1552
CANAL
MITCHELL
BOX SOS 30.20
30 . S2 IS' CONC/A.
a DRIVE
JAMES A. HACKNEY, JR. - - --
PO BOX 787
LAMA -CONG.: '.I
I 2.64 `;AR2/t• . .
3
2.44
1 LEE KNOTT, JIL A AREA PHALT
PO BOX 548
I.64
ASPHALT
AREA
PRIVATE ROAD i
12' ASPHAL '
JACK 0. MITCHELL I
SOS SHOREWOOD DR.
20, RIVE C' V ' 1
SP
0 . 48 1983
CAMA AREA 2DRIVENC.
O ---- 4? TE 1
20' ASPHALT
DRIVE
11 20 SP
'AGE 1935 WOOD FENCE
30X 701 5' E.O.A.
4:20 MOORE 1?q
BOX 703
5.08
MAY SP
BOX 703 1233
R/W
30•
?-- 40' R / W
PROPOSED
i -2•' PVC, SDR 21, 200 PSI
j WATER LINE
CANAL
1 20' EASEMENT
fi o_ PROPOSED
('4" PVC, SDR 21,
E 2.561 200 PSI WATER
f LINE
i
r WIDE DRAINAGE
1 I r 1 1 EASEMENT
I
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20• ASPHALT
PROPOSED
- 8" PVC, SDR 21, 200 PSI WATE.
LINE
60' R/W
36' RC
F
RIP-F
FILT:
PROPOSED DRAIN CROSSING
40 LF, 8" CLASS 50 SNAP-LOK
RESTRAINED JOINT DUCTILE
IRON PIPE
_32.92
2 EA 30' CMP DRAIN
I' t G/C
33.24 PROVIDE
RIP-RAP ON
0.00 DITCH SLOPES
PROPOSED
SHORrE WOOD DR.8 DI IS- RCP I EA 8" x 6" TEE, DI
I DRAIN, CAMA AREA I EA G" GATE VALVE 6 BOX
1' 2 GI C i i EA FIRE HYDRANT, 4 112"
3 I EA 8" GATE VALVE 8 BOX
• ? 40• R/w Wooos I EA 8" >< 4" TEE. DI
t TENNIS COURT I, I EA 8" PLUG, DI
44' ROCK PARKING AREA
!
[I' ASPHALT PROPOSED
ISABELLA AVENUE
SHOREWOOD DR.
I 131
TEL
S 6' ?
CONC. ,
DRIVE
40' RfW
PROPOSED
-2" PVC, SDR 21.200 PSI WATER LINE
Fs_p7
5 . 04
THOMAS
BOX 706
32'
CONC.
:•.J':'..•..,•'.. DRIVE
INTERSECTION
COLLEGE AVE. a SPF
PROPOSED
3 EA G" GATE VALVE 8 BOX
2EA6'x6"TEE, DI
I EA 6" PLUG, DI
I EA FIRE HYDRANT, 4-1/2"
March 10 j qq3
Jc.tl r 1 _ /OZ%?
NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
Location (Road number, street name, subdivision, nearest water body
C)Aorewood .rive wa hinG'Tnh ark. ML
b--5ide Cana P,?r?%co ?iyPr
2. Type of CAMA area:
Creek crossing
Canal crossing
Ditch crossing
Y_Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length
Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 4 5 0 f Depth 4 D; n c es
Width I '/s ?t WiC?? +reoc t, yd f ?, 4 %1-1P . s1'dPCa.S f
Est. excavation volume ?3 5C-Est. disturbed area 3 0 0 5 Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
_ X Trencher _A Motor grader
Track excavator
Yes ___?_N/A
Yes X_N/A
X Backhoe
6. Vegetation at site. a rd CA r- a r. S
D405PJA93 a 930428
BEAUFORT-C0-DIST-n-CAMA-2.PMT;3
NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
7. Stabilization measures: Seed;," u a 4er b a ckC , ! kk 4 4f-em ck
8. Shoreline Stabilization (if creek crossing) yc h' on AM
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 1/lla s i n a ?oo Par k
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? Ye's
Water line to be on private land?
_--K--Easement obtained X Copy of easement attached
X Seeking easement at this time
D405PIA93 2
930428
BEAUFORT-C0-DIST-H-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 Ort" WRSI,/NL?doh Pork
P, 0, 190 )! (v 3 2
W4,,, ?? 1 H a f or? Ill C 2-7 7 8 9
Pu•fA N Mil-che ll
(005 .5horewoo Dri'%/e
Wet-,,irng4on• C x7887
t-ee E k,,o+f- Jr-,
P. o, 13ox 548
1/Vasti??,w}dv, AX 2788q
Jack O, Mi fc lie /1
&05 Stnorewooc{ D.-I've
1AJa z In i, n F n A)- C 2-7 B 8 9
D405PIA93
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3
Jarnrs A. Ngckney. Jr.
P, o, Box 7'977
VNa S? i h a 4-n h IV G Z77 ?
'1 ;01
n e
.ja
I? I
C?O Do11v C-- f Bran f17
21 23 Cow per Drive
930428
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NARRATIVE FOR CAMA AREA +
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
SR I?o3 ((3reck kil m Road 6'croSS
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing: A
See Type
Length Depth C A M A Cross 1 wg -De P% l
Width N,1A
Estimated excavation volume NSA
4. Dimensions of estuarine shore area disturbance:
Length 0!?__ Ef- Depth 4Z
Width I % ?f wi4 5'/z ;+ 5idecas+
Est. excavation volume 3 2-C Y Est. disturbed area 130 5y
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
x Yes
Yes
N/A
X NIA
X' Backhoe
6. Vegetation at site. l? 1 a„ a s S
D405PJA93 930428
BEAUFORT-CO-DIST-I1-CAMA-2.PMT;3
NARRATIVE FOR CAMA AREA 4-
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
7. Stabilization measures: - a n 11ar-a lie '?% fPr ec k ?{« s
-e NIP _Glf ?rOSSjK s JPP in
roa d srd? l1 ?LGt PS s ? 4-
u 4Y .' "C 1,
8. Shoreline Stabilization (if creek crossing) ??ec-fi off N/A
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 G ! +v el Was
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? ?C Yes No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? l)o
Water line to be on private land? A.)o
NIlA Easement obtained //i Copy of easement attached
P /A Seeking easement at this time
D405PJA93 2 oane')a
NARRATIVE FOR CAMA AREA 4-_
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
12, Property owners names (for estuarine shoreline site)
X Riparian owners names
L.o++ie lGarre+f eir5
Bonner
C/o .?oSePN & Helel,
823 Uh }-j NQ ?-on Ave,
?l4;"-Field IJJ X7000
C har -ps Rovers
14- iJFr R8`6 Gl
l/VaS i h r. -+-on luG 2788q
D405PJA93
BEAUFORT-CO-DIST-II-CAMA-2. PMT;3
930428
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NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
SR 1307 Shades Creek
2. Type of CAMA area:
Creek crossing
Canal crossing
Width I Ya 4+ -trey h , WA 5 -F+ s;decast
Est. excavation volume 30 cY Est. disturbed area I 1 5 S Y
3. If crossing, dimensions of crossing: A
Sew Ty Pe
Length NSA Depth CAMA Cro5s.ha Defa/l
Width IJA
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 1 6q L+ Depth 4 O 1n
5
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
__X Trencher Motor grader
_ C Ditch crossing
Estuarine shoreline area only
_-K-Yes N/A
Yes X N/A
X Backhoe
Track excavator
6
Vegetation at site. ?a ?u c? q ra s s
D405PIA93 '
BEAUFORT-C0-DIST-II-CAMA-2.PMT;3 930428
NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: Pip,_" ao Zei ra v e I -F i I4N r c li Fc k da io s
i t? roa Clsi Cle_?i?1,P_so s; l f ??h ?e a +? CYas? 1.19_ j _ eP?%H.?
ct_fet' .?ac'tk?i'lllha -?'r?hc?t
8. Shoreline Stabilization (if creek crossing) S ec-h'o? N/4
9.
10.
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
ti G
Name of planning jurisdiction U) a 5 L ;,1d -1-n in
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
_X-Yes No
.-Yes No
X NCDOT Encroachment
application applied for
NCDOT Encroachment
obtained
11.
Water line to be within non-DOT public right-of-way? "o
Water line to be on private land?
N/A Easement obtained
IJIA Copy of easement attached
_WLSeeking easement at this time
D405PJA93
BEAUFORT-C0-DIST-II-CAMA-2.PMT;3 930428
NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12, Property owners names (for estuarine shoreline site)
..Riparian owners names
p; I fy,, ce m, A I I; o c, d
clo tja+iotis unk rµs4
Ilea I Es+u4G
P o, 13ox X7287
Ru letup NG ?7?0_?
,j I
o ie G rre-f+ Y el rs
% o5-ej-ti cf Helen 13ovnneP-
R23 4"h+,'ri a-?vrr_ V e""e
070&0
j-)a l mer- R ?i XoN
Be+-iy B, Di XDV-
Caro1 l f e ins
l; 34 R;ver Road
vV a s ? ? ? a -1-a ? N G 27889'
D405PJA93
BEAU FORT-CO-DIST-II-CAMA-2-PMT;3
930428
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NARRATIVE FOR CAMA AREA _(
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
Location (Road number, street name, subdivision, nearest water body)
SR 13o2 (Noo+eh+nwy? Road) 800 Feet easl-
o-? 51? 13o7 S,, ode C reek
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
j.Pe Ty re A
Length Depth G A M A C ro s s i h ?, e +r„
Width
Estimated excavation volume NIA
4. Dimensions of estuarine shore area disturbance:
Length I (a 0 -F+ Depth
Width ev,C h w ; 4 A Side cos -?
Est. excavation volume 32 GY Est. disturbed area /-25 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
X Yes N/A
Yes "-/, N/A
X Backhoe
6. Vegetation at site. ra S S
D405PJA93 ' 930428
BEAUFORT-C0-DIST-II-CAMA-2.PMT;3
NARRATIVE FOR CAMA AREA Co
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
7. Stabilization measures: ,? ra o & ra ve -F i r c Fck Ian s
it, ?-yaq 5,,de I-c??S Si ?f f ?Nte Cc CI?oSs iN
S?Pt??hq Gtt?--er baC? Y11??wA,
8. Shoreline Stabilization (if creek crossing) S.Pc 4-io., MIA-
9
10
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 yV a s A 1 N a ?ov% IP-A)C
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Y Yes No
_ -Yes No
X NCDOT Encroachment
application applied for
NCDOT Encroachment
obtained
11.
Water line to be within non-DOT public right-0f--way? A10
Water line to be on private land?
Easement obtained

Copy of easement attached
N?Seeking easement at this time
D405PJA93 ` 930428
BEAUFORT-C0-DIST-n-CAMA-2.PMT;3
NARRATIVE FOR CAMA AREA _(o
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
__&_Riparian owners names
IM,,c -eye MOV56ckl
P O, 8 ,IX 20 2 - -
UVa gti; 0Q jnh . Aic 27889
Will Moore beirs
C/o Neleh Wind ley
P, O, Rou 2 032/
Wasbi#, one NG 27889
D405PJA93
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3
930428
JM t:rtvM c.L7lac jr ?aJrt1N? flUALI
DROPOSED
40 LF , 6" DRYBORE WITH 6 STEEL
'.ASING 1 MINIMUM THICKNESS 0.188
W 3? PVC, SDR 21 , 200 PSI WATER LINE-
? EA.. 3" GATE VALVE 8 BOX
EA. 2" GATE VALE 8 BOX
EA. 3"x 3" TEE, PVC
? EA. 3"- 45 0 BEND , PVC
EA. 3"x 2" REDUCER , PVC
s
50' R/ W
I
O
3
TEL 9
194776 ¢
18? 68 17'CONC. DR. o
J
- I ASPHALT DR.
N
d
a ?
S P r` a
Q
N
191 C
20.56
PHILLIP LEE
19.08 RT. 5 , BOX 57 0
WSLTER S. GUST WASHINGTON,N.C.
BOX 55
?P =
'WASHINGTON, N.C.
26.84 j N
I. B. L ITCH FIELD
RT5,Box58 C
28 + 44 WASHINGTON, N.C.
-??. ?
SAMUEL SELBY JONES
P .O. BOX 752
WASHINGTON , N.C.
25 4-36
16'CONC.DR
25+76 f
22+24
3
1-110

26.6-84
15' CONC. DR.
27.36
IO'ASPHALT DR.
g p 24+56
1059 WILLIAM ODEN , JR.
BOX 63
WASHINGTON, N.C.
MARK MCCOY
1225 RT. 5 , BOX 62
WASHINGTON, N.C.
28..-00
HAROLD STEPHENSON
S P RT. 5, BOX 61
506 WASHINGTON , N.C.
PRO POSED
2"PVC , SDR 21, 200 PSI WATER LINE
5' MINIMUM FROM EDGE OF ASPHALT ROAD
28+76
12 ' ASPHALT DR.
PROPOSED TEL.
I EA. 2"-90°BEND, PVC---? ?1 F
I EA. 2 GALV. BLOW-OFF 29.12 R;
ASSEMBLY GON`c.• DR.
BOAT HOUSE j BOAT HOUSE
CAMA AREA
7
29- 12
R. HODGES HACKNEY
IZI RT. 5 , BOX 60
WASHINGTON, N. C.

ISLAND?
HARBOR
Marc /

NARRATIVE FOR CAMA AREA _7
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1.
Location (Road number, street name, subdivision, nearest water body)
O
2.
3.
4.
5.
Track excavator
6.
a 11 -a 46 {fin »i li co Elver
Type of CAMA area:
Creek crossing
Canal crossing
If crossing, dimensions of crossing:
Length
Ditch crossing
X Estuarine shoreline area only
Depth
Width
Estimated excavation volume
Dimensions of estuarine shore area disturbance:
Length 2 5 4- Depth 40 ; h
Width ?,z -C+ -fF-?nc A W ?'4-A 5 P- s t' d,- ea?f
Est. excavation volume 5 C-Y Est. disturbed area :20 5Y
Crossing in road shoulder above culvert? Yes __2L_N/A
Crossing in road shoulder beneath culvert? Yes X N/A
Type of construction equipment to be used:
__X-__Trencher Motor grader X Backhoe
Vegetation at site. \? r a u r a s
D405PJA93
BEAUFORT-CO-DLST-11-LAMA-2.PMT;3
1
930428
NARRATIVE FOR CAMA AREA 7
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
7. Stabilization measures: S e P ?' k a Ci-t f r hack -?'?'/ ??' H a
8. Shoreline Stabilization (if creek crossing) SP col L? P, AJ /A
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 o n
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes No
NCDOT Encroachment
obtained
)_NCDOT Encroachment
application applied for
11. Water line to be within non-DOT public right-of-way? A] r'
Water line to be on private land?
No
/CIA Easement obtained
_P/6A Copy of easement attached
-P/A--Seeking easement at this time
D405PJA93 2
BEAUFORT-C0-D1ST-n-CAMA-2.PMT;3 930428
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
?qwf t4 4P-1 Se1bg ones
P, O. Sox '752-1/Vasb?ha?n , NG 277F
R. t-lodges }-I a O<ney
Pf, 5.j ?'8-1 60

DIVISION OF COASTAL MANAGEMENT
` FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME Beaufort County Water District TT _ (1_ong Ar-rP West)
2. LOCATION OF PROJECT SITE Beaufort County, Town of Washington Park
PHOTO INDX: 1989: 264_2_m4_1 n 1984: 73-577-735,92
STATE PLANE COORDINATES: X: 2,598,200 Y: 640,800
3. INVESTIGATION TYPE: DREDGE & FILL Yes CAMA YPs
4. INVESTIGATIVE PROCEDURE:
(A). DATES OF SITE VISIT 5/10/93
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11 May 1 qq.?
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__I__
COASTAL WETLANDS X PUBLIC TRUST WATERS_(X
ESTUARINE WATERS OTHER
(C) WATER DEPENDENT: YES NO X .?
(D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING NSA
PLANNED N/A
(F) TYPE OF STRUCTURES: EXISTING
PLANNED Central water svsti
(G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
Red Maple, Cypress, T.ypha,
Arrowhead
AREA
DREDGED FILLED OTHER
+400 so ft None
(B) NON-VEGETATED WETLANDS:
(C) OTHER:
Pipe installation throughout
project within AEC's.
(D) TOTAL AREA DISTURBED:
L
z ?
+4R arrgt_
+400 sq ft +4R arras
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: N/A OPEN: YES NO _Y_
8. PRO.7ECT SUMMARY: The applicant is proposing to install water lines in
Long Acre Township in Raaiifnrt (minty and within tha tow limits o
Washington Park.
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 West
Address P.O. Box 1027
City Washington Star NC
Zip 27889 Dayphone [phone]
N/A Landowneror N/A Authorized agent
b. Project name (if any) Beaufort County Water
Dis rict 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 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 watar
to sections of Long Acre Township,
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Overall, 48 acres
b. Size 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
NIA
a. Street address or secondary road number
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
See narratives
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.)
tryject crosses several classifications
e ow:
x Conservation x -Transitional
x Developed x Community
x Rural Other
h. How is the tract zoned by local government?
Se. ' f+'a"4 leiher- 7rc s" ('14Y C1 Was ;0 See 4+tacheJ `%gI9:3 lerhat Tr"n N4sh;,,5tr„ 1165k.
i. How are adjacent waters classified?
See narrative
a. Describe all development activities you propose (for j
example, building a home, motel, marina, bulkhead,
or pier). Installing water lines for
public water Gyetam_
Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
3/91

f. Dimensions of spoil disposal area
N/A
g. Location of spoil disposal area N/A
c. Shoreline erosion during preceding 12 months, in
feet See narratives
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
h. Do you claim title to the disposal area? No mean high water See narratives
i.
If not, attach a letter granting permission from the
owner. Contractor to arrange disposal area. f.
Witb exiij;Lon to w?t?r ossings
spoil w e ace ac were f was
Willa disposal area be available for future excavated.
maintenance? N/A _
If so, where? $
ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
swamps, or water areas?
N/A 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 .instrument under which the applicant claims title to the
1. Amount of fill in cubic yards N/A affected property. If the applicant is not claiming to be
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
N/A title, plus written permission from the owner to carry out
n. Source of fill material the project.
o. Will fill material be placed on marsh or other
wetlands? N/A An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
p. Dimensions of the wetland to be fled 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
and erosion controlled? Please note that original drawings are preferred and
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 or
a. Length of bulkhead orriprap creek crossings.
No bulkheads to be constructed.
b. Average distance waterward of mean high water or
normal water level See narratives of
creek crossings.
Type of fill material Class 1 Rip rap
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 3
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 ±i'. 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 ±41. 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 project 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

ROAD
?--CULVERT PROPOSED
I 1WATER LINE
W W-1 I W-
I
11 SILT CE
GROUND LEVEL
36" MIN.
PROPOSED MAIN
6 MIN.
,,r-ROADSIDE_ DITCH
AP/GRAVEL FILTER
DAMS.
PIPE JOINT
MAIN TO BE CENTERED OVER
DRAIN. EXISTING STORM
NO PIPE JOINT SHALL BE INSTALLED S EWER DRAIN
OVER DRAIN.
CI MA I C) 19 9 3
TYPE A CAMA CROSSING

CULVERT
GROUND LEVEL
18"MIN.
ED MAIN -------------
;6 MIN.
10 LF MIN. STEEL CASING INCLUDED EXISTING STORM
IN UNIT PRICE OF PIPE. SEWER DRAIN
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.
IPE JOINT
Harck /L-, I9 13
TYPE B CAMA CROSSING
ROAD
PROPOSED PROPOSED
STEEL CASING WATER LINE
W W
FENC E
/7ROADSIDE DITCH
RAP/GRAVEL
:R CHECK DAMS

I? ROAD
II
I j-.--CULVERT
? PROPOSED
'-WATER LINE
W W W
T FENCE
ROADSIDE DITCH
- RAP / GRAVEL
TER CHECK DAMS
GROUND LEVEL
MAIN TO BE CENTERED UNDER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
UNDER DRAIN. EXISTING STORM
?)-SEWER DRAIN
24 MIN.
PRnc?,EO
` MAIN --,
f(_CENTEREDCENT
PIPE JOINT) ? ''ll PIPE JOINT
TYPE C CAMA CROSSING
PIC,r- A i c, tq! i3
1
6' TO 91
Z.-:'-sio C?
TRENCH 18" 36"
TO,.
24
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA
?"la rc'? i C? / `1 `/_3

G R F A T S W A M P
LONG ACRE
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NARRATIVE FOR CAMA AREA /
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
S P 1523 (M.// Hole Ro-d ) ac?-oss
Beaver Cl a SW 2. Type of CAMA area:

_ C Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
1a fee+ hnrn,u l
Length z, 4',-,e j- f l o c cl Depth_
Width l D fe -e f u 4 -top a +r
Estimated excavation volume CY
4. Dimensions of estuarine shore area disturbance:
Length
!S?c-e Prot le
rnCA
.rn 1 a m d w 0 +e rS --
`Jec- -+ies-y ,-,t- t- a p p i I ce2-b k?
Depth
Width
Est. excavation volume Est. disturbed area
_
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
_?Track excavator
Backhoe
6. Vegetation at site. Up l a n d q --as s. small a I cI er r? mss,
D405PSA93 1
RPATIPORT_(7 -nKT_MrAMA_2PMT3 930429 /0
NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: r!2 e oh c r-P e k boo k s S' Pw; ? g
Q rA ss See?? ??+e //,ire ??oe?rne,
?--
?'S n ? ? u v, d Pr ?r-e?k .
Creek bo44vP" i5 ?esf l3 {p
8. Shoreline Stabilization (if creek crossing) a bo u e sea lave (
Estimated shoreline erosion during preceeding 12 months L115 4Aah I ?oo
Length of Rip-Rap (along shore) / o Teel- e ar A 5 i elN o F c re e k
Average distance waterward of rip rap to normal water level Zero
9
10.
Amount of fill to be placed below mean high water 4 C_ Y
Type of fill material Class 1 R. b /c ti a
Name of planning jurisdiction Iy o" e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
X Yes No
X NCDOT Encroachment
application applied for
NCDOT Encroachment
obtained
11.
Water line to be within non-DOT public right-of-way? "16
Water line to be on private land?
Easement obtained
N/A
Copy of easement attached
Seeking easement at this time
D405PJA93 2
BEAUFORT-CO-DIST-U-CAMA-2.PMT;3 930428
MI / hyh:
ww; cr;
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NARRATIVE FOR CAMA AREA 2_
BEAUFORT CO WATER DISTRICT II
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
u n V oc, ? o R fl Gt L ro S 5 S h o .! . Y' ?P 2? O r? 1? o r ?--C?

S i Cj e. Of
VVa S
h i ye a toh 1
-? 'v (
?

2. Type of CAMA area:
X Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length 1 3 n P Depth S e e p nof,' Ie
Width 8 to 12 F4- a4- )oo o beef
Estimated excavation volume_ _ / ?? D c? 6 i c t, r?s
4. Dimensions of estuarine shore area disturbance: S e c f"? o N n C T' C4 o 1c-,
Length 150 ft Depth S,-,c- P f-o r; /e
Width 2, 5 -F-f- 4-re"c W i44 1 S It Wde Pat
Est. excavation volume --12 1G Y ___Est- disturbed area -2 5O S
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Yes X N/A
Yes X N/A
5. Type of construction equipment to be used:
Trencher Motor grader
X Track excavator
Backhoe
6. Vegetation at site. W o o d Pct s wa r" P v a r-ecc n vi nor ?, n id e,
Small imees bu5NP5 _ br-aH7 ble. CrnZ )!nr- lJ V4SS
O?'1 So u?? 'S
D405PJA93 I
BEAUFORT-C0-DIST-II-CAMA-2.PMT;3 930428 19
NARRATIVE FOR CAMA AREA 2
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: c r.efk/ ban L-5, o u, j h9 ass
• -eP? ct-??r' ??C' ? Tl??il?ra ylrl?re PilDe?ll'l? ?5 hOt u hd?t-
- e- /-e 2 k,
8
9
10.
Shoreline Stabilization (if creek crossing) .
Estimated shoreline erosion during preceeding 12 months Less -i ka n 1-
Length of Rip-Rap (alongshore) 15 -Fe ?e t o n P u c A s o rP
Average distance waterward of rip rap to normal water level .9- e e f
Amount of fill to be placed below mean high water 7 C Y
Type of fill material_ Class 1 R" I A-- rap
Name of planning jurisdiction Wa sA i „c4 -Po h PG r k
Certificate of zoning compliance obtained? X Yes No
Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment
obtained
11
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? n ?- 4 j, a /l
Water line to be on private land?
Easement obtained
Seeking easement at this time
f Gv No• 12-- P-)A
tc r 4'i a//
P 'y
Copy of easement attached
D405PJA93 2
BEAUFORT-CO-DIST-II-CAMA-2.PMT.3 930428 /J``
NARRATIVE FOR CAMA AREA Z
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names (for public trust waters crossing)
ona M. l e
111o R,ver- Roa
wo SA ""A 4-0 n, NG 27889
?5Q C, Swavir>-rte
+, 3 Sox 942
Wa5LiNg4-on, AX 2'7Ft9
ROVniGO =nc,
¢l2 .BI"ck k.1n P- a 41
We s Alnq lyn. &16 27BB9
D405PJA93
BEAUFORT-C0-DIST-II-CAMA-2.PMT;3
arr-V M4 Midle4 ,, Jr Tr,, s -F
/vor olk cQ Sow 4APV*n PR
?1?respht Use
c/v Harry c Mullah 777
4-172 Bt-;ck ki'lh Poo
vj,zskivnj -bn) NC 27889
930428 1O
TEL
JOSHUA TAYLOR JR. 27 ' 82
SP 525 ISABELLA AVE. 16' ROCK DR.
1313 28 . 26
IEW AVE.
NESS JOHN HINDSLEY. JR.
603 ISABELLA AVE TEL
is 29 . 04 28 . 80
SP 16' ASPHALT DR.
1193
29.52
MICHAEL FLANAGAN
gp 601 ISABELLA AVE
1552
CANAL
f JAMES A. HACKNEY. JR.
PO BOX 787 CAMA 2.64 ";AR2?1•
3 "
2 . 44
ASPHALT
LEE KNOTT. JR. AREA
PO Box 548
1.64 I
ASPHALT
AREA
PRIVATE ROAD I i
12' ASPHAL
JACK 0. MITCHELL
605 SHOREWOOD DR.
P 20, RIVE C' ~
'S
0 . 48 1985 i "ZI
CAMA AREA 2DRIVE C'
O ? TE I
20'. ASPHALT
DRIVE
S•20 SP
'AGE 1935 WOOD FENCE
)OX 701 5' E.O.A.
4.20 SP
MOORE 1000
BOX 703
TEL
5.08
MAY SP
BOX 705 1233
5 6'
CONC. `
DRIVE
MITCHELL
BOX 605 30 -2
30 . 52 IS' CONC/
7
I
?.- 40' R/W
Ij PROPOSED
_2" PVC, SDR 21, 200 PSI
1 i WATER LINE
CANAL
? 20' EASEMENT
o oo PROPOSED
?.
I i
E- r4" PVC, SDR 21,
i C z .561 ?INE PSI WATER
1 I r 7 WIDE DRAINAGE
1 II' i i EAST
1
40' R/W
t TENNIS COURT
44' ROCK PARKING AREA
'
11
ASPHALT

I
3
1 SHOREWOOD DR.
W
.Z
W
Q
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m
20' ASPHALT
PROPOSED
- 8" PVC, SDR 21, 200 PSI WATE
LINE
- 60' R/W
36' Rt
F
RIP-"r
FILT'
PROPOSED DRAIN CROSSING
40 LF, 8" CLASS 50 SNAP-LOK
RESTRAINED JOINT DUCTILE
IRON PIPE
32 92
2 EA 30' CMP DRAW
I' t G/C
¢ 33.24 PROVIDE
RIP-RAP ON
-."= • oo DITCH SLOPES
PROPOSED
IS- RCP I I EA 8" x G" TEE, DI
DRAIN. I EA G" GATE VALVE 8 BOX
[..t GI C CAAU AREA I EA FIRE HYDRANT, 4 112"
3 1 EA 8" GATE VALVE 8 BOX
WOODS I EA 8" x 4" TEE, DI
I EA 8' PLUG, DI
L_.PROPOSED
ISABELLA AVENUE
40' RfW
PROPOSED
2" PVC, SDR 21, 200 PSI WATER LINE
sP
794 TH•OOM4AS
BOX 706
CONC.
DRIVE
R/W v
30'
INTERSECTION
COLLEGE AVE. & SPf?
PROPOSED
3 EA G" GATE VALVE BBOX
2 EA G" x G" TEE, DI
I EA 6" PLUG, DI
I EA FIRE HYDRANT, 4-1/2"
March 10 / qq3
SGT:1e . / ??DU'

NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
11--)Aorewood nriye l/Vas?,i?tq?h Park, MC
p-e5Ide CunR l Pa v,,?%co Fiver
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 4 50 4 Depth 4 0 i,, c 4 ,-s
Width 1 %J+- wide +reoc? Wifb 4 %z_51'deCesf
Est. excavation volume 5 4 Est. disturbed area 3 0 0 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:
---X Trencher ?_Motor grader X Backhoe
Track excavator
6. Vegetation at site. Ya r-d a rasS
D405PJA93
BEAUFORT-CO-DIST-n-CAMA-2.PW;3 930429
NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
7. Stabilization measures: Seed;,, a a? f er b acCCfdl,-,1) -freti c?
8.
9.
10.
Shoreline Stabilization (if creek crossing) e c -Ho AUTA-
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 was A in A 4,?" ?a r k
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes X_No
NCDOT Encroachment
application applied for
NCDOT Encroachment
obtained
11
Water line to be within non-DOT public right-of-way? yeS
Water line to be on private land?
--Easement obtained X Copy of easement attached
X Seeking easement at this time
D405PJA93 2
BEAUFORT-C0-DIST-II-CAMA-2.PMT;3 930428
1f
NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
12. X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
-FOWA 0-f was ti;N ?h Pink
F, v, 13o )( 3 a
yVa s l? 1 A -ko i. IU G 2`7 7 8 9
P,-fA N, Mi+che ll
&c)5 .5hc&ewoo Drive
1?VaSt?inq Io??, &/C --a-MY
Lee E, Kna -f-I- jr,
P. 0, 13,x 548
WRS?ikA'?f>VI . ?C 27889
Jack O, M; +c Ae /1
Stlorewood 4C)r-"ve
LlJ C 2-7 $ $
James R. 0RckneY Jr,
P, o. .Box °7'x`7
y.Ss inaJ-0r, /VG 27889
Ili
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.j a n e 11V. e-
C/o C/O Dol/y Svr?i{h r^anf/Py
21 23 Cc?W er Dri v e
Ra I e, Q 1, . MCI
D405PJA93 3
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3 930428
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NARRATIVE FOR CAMA AREA 4
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
S R 13©3 ( 13r1`Ck k; /;, R.a I CtCrogS
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Type- /-?
Length WA Depth See M A Tyke- s s wg ?e 1
Width NIA
Estimated excavation volume NIA
4. Dimensions of estuarine shore area disturbance:
Length- -__L to! fit- Depth A-Z//
Width I% -+ w r` {-A rJ 1/z 5 i d e c a s
Est. excavation volume 3 2.cY Est. disturbed area 130 5Y
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 X Motor grader X Backhoe
Track excavator
6. Vegetation at site. U121 a n c? a S S
D405PJA93 1
BEAUFORT-C0-DIST-II-CAMA-2.PMT;3 930428
NARRATIVE FOR CAMA AREA 4-
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7
8.
9
10.
Stabilization measures:
er
s
I'DA c(SPCIQ fI t+-L G1PS a SI I T ?PNCP ca'{' CYOSS%K .. ? SPe /K
a- `t r ) a -F i I Wtc a 4--h-e vt c ?? .
Shoreline Stabilization (if creek crossing) 5,,e! -h' oo A) 1A
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 G '+v o W q s 4 h
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
X Yes No
?_NCDOT Encroachment
application applied for
NCDOT Encroachment
obtained
11.
Water line to be within non-DOT public right-of-way? Aln
Water line to be on private land?
±?A Easement obtained
/UO
N//1 Copy of easement attached
-LZA_Seeking easement at this time
D405PJA93 2
BEAUFORT-C0-DIST-II-LAMA-2.PMT;3 930428
NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names
Lo++, e. Gar e ears GharLr, S Ro rS
G/D .lo.TpPti ce HeleH Bonner- 214 kfve'-' ^c?a
81-3 -T Ma *&#I AVe, 1/?cc5 ? i h n -j-c?y> /UC 27889
F'?eId, AJ J ©7000
D405PJA93 3
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3 930429
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NARRATIVE FOR CAMA AREA _5
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
SR 1307. Shade. Creek
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Sew Type A
Length N?A Depth CAMA C,-o5s; Nu be-4 i l
Width IJA
4
5.
Estimated excavation volume ?Jiq
Dimensions of estuarine shore area disturbance:
Length 60 Ft Depth 4 O 1n
Width 12 ?+ -1-re? _ w? fl, 5 -?+ s ; cle ?a S 1
Est. excavation volume 30 C Y Est. disturbed area I I S S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
__ X _Trencher -)Motor grader
K_Yes N/A
Yes X N/A
X Backhoe
Track excavator
6. Vegetation at site. Qro ?u h c? q ra s s
D405PJA93 1 /
BEAUFORT-C0-DIST-II-CAMA-2.PMT;3 930428 2?
NARRATIVE FOR CAMA AREA 1J
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: Pi b f" a 45, ra v e 14& r- A ec o, s
roadsrdG_??fcti.eso S; If -??h?e a? c?-as?lh9_j^ eP??N?
Shoreline Stabilization (if creek crossing) See-Ho;, lJA
9.
10.
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 1/U a .S ?, ; d ?o H A) G
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
_Y Yes No
-.Yes No
X NCDOT Encroachment
application applied for
NCDOT Encroachment
obtained
11.
Water line to be within non-DOT public right-of-way? "o
Water line to be on private land?
N/A Easement obtained
M C>
IJIA Copy of easement attached
A_Seeking easement at this time
D405PJA93 2
BEAUFORT-C0-DIST-II-LAMA-2.PMT;3 930428 27
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NARRATIVE FOR CAMA AREA _(
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
SR 13o2 (Noo+e`,-F-owvi Poa ) ?Co Teet eaS-P
Of SR 1307 5,,, ode C reek
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing. Estuarine shoreline area only
3. If crossing, dimensions of crossing:
5?e 7y re A
Length NM Depth LAMA Cross ; v, D e far i l
Width N1A
Estimated excavation volume NSA
4. Dimensions of estuarine shore area disturbance:
Length /(a O -F+ Depth 4 2 i n
Width_ -I"re(-.r A w f ? 5 ?? &f Si &- cas
Est. excavation volume 32 CY Est. disturbed area 125 S Y
Crossing in road shoulder above culvert? X Yes N/A
Crossing in road shoulder beneath culvert? Yes "C N/A
5. Type of construction equipment to be used:
C Trencher X Motor grader X Backhoe
Track excavator
6. Vegetation at site. Up I as., d u ra S S
D405PJA93 1
BFAriFORT-rO-nrST_rr_rAMA_9 PUT-1 04(U,)R
NARRATIVE FOR CAMA AREA G
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: R; Y -2a A ?a ra t, e -F I r r? F k 61-q s
I(,, Ky acl S,`[Ie dl4cl--?s . S If i epce r4 cross;,,
Seeo?,'nq Gt}?r- baC? t 1?;wf
8. Shoreline Stabilization (if creek crossing) Sic f,'00 N/A-
9.
10.
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 1/U s a 1 ova A) G
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Y Yes
X Yes
No
No
NCDOT Encroachment
obtained
11.
X NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? /U0
Water line to be on private land?
Easement obtained
No
Copy of easement attached
N 4 _Seeking easement at this time
D405PJA93 2 /
BEAUFORT-CO-DIST-n-CAMA-2.PMT;3 930428
JM rmum au(oc jr (JrmA4L-, nUAL,
PROPOSED
;0 LF , 6" DRY13ORE WITH 6 "STEEL
?ASING1 MINIMUM THICKNESS 0.188
AND 3' PVC, SDR 21 , 200 PSI WATER LINE.
? EA.. 3" GATE VALVE & BOX
EA. 2" GATE VALE & BOX
EA. 3?'x 3" TEE, PVC 3
? EA. 3'-450SEND, PVC a:
EA. 3"x 2" REDUCER , PVC
19+ 76 TEL
18+ 68 17 CO
- N C. DR. o
16'ASPHALT DR.
a
a a

S P SP

060
It N

a
a?P
1041
C
20+56
19.08 PHILLIP LEE
VALTER S. GUST RT. 5 , BOX 57 p
BOX 55 WASHINGTON, N.C. L;
'WASHINGTON, N.C.
21+52+ se
0
26.84 ?
ah
I. B. LITCHF IELD
RT 5 , BOX 58
28..44 -? WASHINGTON , N.C.
SAMUEL SELBYJONES ?
P 0. BOX 752
WASHINGTON , N.C.
PROPOSED TEL
I EA. 2 "-90°BEND, PVC
I EA. 2 " GALV. BLOW-OFF 29.12
ASSE M 6 LY
BOAT H OUSE
LAMA AREA
O
ISLAND 50' R/ W
1
1
25 + 36
16 'CONC. OF
S P 24+56
1059 WILLIAM ODEN , JR.
BOX 63
WASHINGTON, N.C.
? 25+76 +
22+ 24 -«.
3
s
28-00
HAROLD STEPHENSON
g p RT. 5, BOX OX 6 1
6 1
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
GONC. - DR. R. HODGES HACKNEY
SP RT. 5, BOX 60
171 WASHINGTON, N- C.
BOAT HOUSE
HARBOR
MCII- C? ?vj i 993
SLCt le_: ' !00%
ar MARK Me COY
1225 RT. 5 , BOX 62
26+84 WASHINGTON, N.C.
15'CONC. DR.
27,36
IO'ASPHALT DR.
?-1./

e
NARRATIVE FOR CAMA AREA '_
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
VlLoa r- c:a ha 1 4-6 a Pill lie-, Rfv-r
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing X Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 25 -f- Depth 40 ; h
Width s 'A ?f +t-encN wiV-A 5 47f- Sid PtasI
Est. excavation volume 5 CY Est. disturbed area :20 5y
Crossing in road shoulder above culvert? Yes N/A
Crossing in road shoulder beneath culvert? Yes X _NIA
5. Type of construction equipment to be used:
X Trencher _X _Motor grader X Backhoe
Track excavator
6. Vegetation at site. Ya rd a e -A S s
D405PJA93
1
NARRATIVE FOR CAMA AREA 7
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: S e Pa,'h a a-f+er h a k ?,'I 1, hQ
8.
9.
10
Shoreline Stabilization (if creek crossing) _SPC?;??
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 kJ 6 n e_
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
__X_Yes No
_ < NCDOT Encroachment
application applied for
NCDOT Encroachment
obtained
11.
Water line to be within non-DOT public right-of-way? AJ r,
Water line to be on private land?
NIA Easement obtained
No
MIA Copy of easement attached
_/,4-Seeking easement at this time
D405PJA93 2 ??
BEAUFORT-C0-DIST-H-CAMA-2.PMT;3 930428
t
f
4A
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO June 4, 1993
Regulatory Branch
Action ID. 199302703
Beaufort County Water District II
Long Acre West
Post Office Box 1027
Washington, North Carolina 27889
Gentlemen:
Reference your application for Department of the Army (DA) authorization
to install water lines through waters and wetlands of Beaverdam Swamp, Snode
Creek and the Pamlico River, Washington Park, Long Acre Township, Beaufort
County, North Carolina.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are
available only if the proposed work is the least environmentally damaging,
practicable alternative. Please furnish information regarding any other
alternatives, including upland alternatives, to the work for which you have
applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
b. It is necessary for you to have taken all appropriate and practical
steps to minimize wetland losses. Please indicate all that you have done,
especially regarding development and modification of plans and proposed
construction techniques, to minimize adverse impacts.
C. The MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts remaining after all appropriate
and practical minimization has been employed. Please indicate your plan to
mitigate for the projected, unavoidable loss of waters or wetlands or provide
information as to the absence of any such appropriate and practical measures.
1?
-2-
This information is essential to our expeditious processing of your
application and it should be forwarded to us by July 2, 1993. Also, a copy of
this information must be sent to the North Carolina Division of Environmental
Management to enable them to adequately evaluate your application for a Water
Quality Certification pursuant to Section 401 of the Clean Water Act.
If you have questions, please do not hesitate to contact Mr. Norm Sanders,
Washington Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
. John Dorney
ivision of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO June 4, 1993 fD v L7
Regulatory Branch L
Action ID. 199302703
Beaufort.County Water District II
Long Acre West
Post Office Box 1027
Washington, North Carolina 27889
Gentlemen:
On February 11, 1991, we renewed general permit No. CESAW-C080-N-000-0291
(copy enclosed), which provides Federal authorization for construction
activities that receive authorization from the State of North Carolina.
A review of your application received June 1, 1993, for Department of the
Army authorization to install water lines through waters and wetlands of
Beaverdam Swamp, Snode Creek and the Pamlico River, Washington Park, Long Acre
Township, Beaufort County, North Carolina, indicates it to be a candidate for
Federal authorization under this general permit. Accordingly, the
administrative processing of your application will be accomplished by the
North Carolina Division of Coastal Management. Comments from Federal review
agencies will be furnished to the State.
If your application must be withdrawn from this general permit process for
any reason, you will be informed regarding its further management. If there
are no unresolved differences in State-Federal positions or policies, the
final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and Harbor Act and
Section 404 of the Clean Water Act, has been assigned Action ID No. 199302703
and will be coordinated by Mr. Norm Sanders in our Washington Field Office.
He is available at telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
1?93 LALI_Tf DEPARTMENT OF THE ARMY WI
LMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890 IN REPLY REFER TO June 4, 1993
S: August 4, 1993
Regulatory Branch
Action ID. 199302703
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Dorney:
Enclosed is the application of Beaufort County Water District II, Long
Acre West, for Department of the Army authorization and a State Water Quality
Certification to install water lines through waters and wetlands of Beaverdam
Swamp, Snode Creek and the Pamlico River, Washington Park, Long Acre Township,
Beaufort County, North Carolina. Your receipt of this letter verifies your
acceptance of a valid request for certification in accordance with Section
325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a request for certification is a reasonable time for State
action. Therefore, if you have not acted on the request, or asked for an
extension of time, by August 4, 1993, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
nee Wrig
Chie , Regulatory Branch
Enclosure
-r
-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
74-3
Pleas, type &-print. Carefully describe all anticipated
development aJiMvities, including construction, excava
lion, filling, paving, land clearing, and stormwater con- If you plan to build a marina, also complete and
trol. If the requested information is not relevant to your attach Form DCM-MP-2. N/A
project, write N/A (not applicable). Items 1-4 ?1
E
"
must be completed for all projects. Qs the proposed activity maintenance of an
b
existing project, new work, or both.4
,
1953 New work
1 APPLICANT Rmf;i 11 ATn4: 9pApgNVd1 the project be for community, private, or
Beaufort County Water District ii commercial use?
a. Name - Long Acre West Community
Address P.O. Box 1027
City Washington State NC d. Describe the planned use of the project.
To Provide potable drinking wntar
Zip 27889 Dayphone [phone] to sections of Long Acre Township.
NIA Landowner or NIA Authorized agent

y) Beaufort County Water
b. Project name (if an
Dis-trict II-- Long Acre West - Phase I 4 LAND AND WATER
c. If the applicant is not the landowner, also give the CHARACTERISTICS
owner's name and address.
See attached narratives - a. Size of entire tract Overall, 48 acres
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
2 LOCATION OF PROPOSED N/A
PROJECT d. Soil type(s) and texture(s) of tract

a. Street address or secondary road number N.1 A
See narratives
e. Vegetation on tract
See attached narratives
b. City, town, community, or landmark
Man-made features now on tract NIA
f
See attached narratives .
c. County Beaufort g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
t
d. Is proposed work within city limits or planning
t crosses several classifications
rygec
e w
jurisdiction? See attached narratives Conservation x Transitional
x
x Developed x Community
e. Name of body of water nearest project x Rural Other
See attached narratives
h. How is the tract zoned by local government?
ctth(„,-A `4ji?s:% lef+?r TY_„, __r- +,y cI bllas6:„5ti.
3 DESCRIPTION AND PLANNED USE see - f-ckej lrrfaf ??•°? +17, alr.„St°•? a?'?k
OF PROPOSED PROJECT i. How are adjacent waters classified?
See narrative
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? No If so, by whom?
Or pier). Installing water lines for
public water syctam
3191
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
stnicturesproposed N/A
b. Number of lots or parcels N/A
m. Water supply 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
c. Density (Give the number of 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.
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
h. If applicable, has a stormwater management plan Other (break-
been submitted to the Division of Environmental water. pier,
Management? N/A boat ramp,
rock jetty)
i. Describe proposed sewage disposal and/or waste
water treatment facilities. Fill placed in
N/A wetland or below
MHW
j. Have these facilities received state or local approval? Upland fill
N / A areas
b.
This is the source.
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
Amount of material to be excavated from below
water level in cubic yards See narratives
Material varies -from site to
Typeofmaterial site from organic material to
sand.
IL Describe existing treatment facilities.
N/A
C.
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
2
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
See narratives
e. High ground excavation, in cubic yards
See narratives
3/91
f. Dimensions of spoil disposal area
, 1 N/A
g. Location of spoil disposal area N/A
c. Shoreline erosion during preceding 12 months, in
feet See narratives
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
h. Do you claim title to the disposal area? No mean high water See narratives
If not, attach a letter granting permission from the
owner. Eontractor to arran a disposal area. L Type of fill material Class 1 Rip rap
Witb exmt?on o wlttr irossings
spoil wi a ace ac w ere it was
i. Willa disposal area be available for future excavated.
maintenance? N/A
If so, where? 8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
swamps, or water areas? ing items must be submitted:
N/A
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 .instrument under which the applicant claims title to the
1. Amount of fill in cubic yards . N/A affected property. If the applicant is not claiming to be
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
N/A title, plus written permission from the owner to cant' out
n. Source of fill material the project.
o. Will fill material be placed on marsh or other
N/A
An accurate work plat (including plan view and cross
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.
A li f th d 1 t ddr sec of the
7 SHORELINE STABILIZATION
--See narratives or
a. Length of bulkhead orriprap creek crossings.
No bulkheads to be constructed.
b. Average distance waterward of mean high water or
normal water level See narratives of
creek crossings.
st o e names an comp e e a es
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 ' See narratives
Addfvss j
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).
4
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 April 1993.
LanU6wner or Authorized agent
Granville Lilley, Chairman
Beaufort County Water
District II - Long Acre West
3191
i ?
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.
(. 3
r
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 project 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.
1. 1
.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
t
Thomas B. Richter, Mayor
COMOSSION11AS:
Horace B: Cowell
Charles R. Fulcher
Del J. Miltenberger. Jr.
A. R. Peters III
H. Blount Rumley, Jr.
March 15, 1993
Tafnn of ashingfon 41urk
F.M. Pox 632
ashingfon, Norfh &rolina 27889
Mr. Granville Lilley, Chairman
Beaufort County Water District II,
Long Acre West
P.O. Box 1027
Washington, North Carolina 27889
Walter J. Bowen, Jr., Clerk
SUBJECT: Approval Final Plans & Encroachment Agreement Between
down 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 or
Town of Washington Park
TR/kat
cc: Van Lewis
Billy Mayo
Oc- 01-
{.
.
y4
A
APR 2 6 1993
tiY6
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 portion
of our jurisdiction, thus our response only applies 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,
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 - R. O. e0X 1988 - WASHINGTON, N. C. 27889

s
?I
?I
II ROAD
l?
I ? *-CULVERT PROPOSED
I WATER LINE
W W
1 FENCE
j-ROADSIDE_ DITCH
AP /GRAVEL FILTER
DAMS.
GROUND LEVEL
36" MIN.
kPROPOSED MAIN
6 MIN.
PIPE JOINT
MAIN TO BE CENTERED OVER
DRAIN. EXISTING STORM
SEWER DRAIN
NO PIPE JOINT SHALL BE INSTALLED
OVER DRAIN.
Nl4 ,-L h I (,; t,-i 9 3
TYPE A CAMA CROSSING
r
II
I ROAD
?I
CULVERT ) PROPOSED PROPOSED
(
STEEL CASING WATER LINE
W W
(PROPOSED MAIN J
SILT FENCE
ROADSIDE DITCH
F
21P- RAP/GRAVEL
'ILTER CHECK DAMS
GROUND LEVEL
18"MIN.
WMIN.
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.
EXISTING STORM
SEWER DRAIN
IPE JOINT

TYPE B CAMA CROSSING
I
I
I
f 1
(I ROAD
(I
CULVERT PROPOSED
WATER LINE
w W W - W
T FENCE
ROADSIDE DITCH
- RAP / GRAVEL
TER CHECK DAMS
GROUND LEVEL
MAIN TO BE CENTERED UNDER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED EXISTING STORM
UNDER DRAIN. SEWER DRAIN
24 MIN.
PROPOSED MAIN
CENTERED CENTERED
PIPE JOINT I PIPE JOINT
P14 i rc ! G l i i 3
TYPE C CAMA CROSSING
6' TO 9'
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA
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NARRATIVE FOR CAMA AREA /
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
S R 1523 (M;/l b4ole Road )(cross
Beaver-dn Sw P"JQ'
2. Type of CAMA area:
X< _Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
1(7 fee-1- n n r ,s. u r
Length 2? ?=ee f fin d Depth See Pro -F-o !e
Width /O Feef u 1 Iflp a? ?r?nc?+
Estimated excavation volume („ri C-Y
rnl?tHL1 L1ic1?"r'r5 --
4. Dimensions of estuarine shore area disturbance: S `+-7 *" U pP « h k-
Length Depth
Width
Est. excavation volume Est. disturbed area
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
Trencher Motor grader
Yes N/A
Yes N/A
Backhoe
___,X_Track excavator
6. Vegetation at site. U n l a n q ras s s m e // a 1 dPr- +r-P S,
DQ5PJA93 1
930428
NARRATIVE FOR CAMA AREA J
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: Try r « a ?N c r-e k bank
1 T J
e
I'S ho4 At, der
C,reek boNo•n i?. ?s+ l3 {P
8. Shoreline Stabilization (if creek crossing) a goys se.- )PUP f
Estimated shoreline erosion during preceeding 12 months es s -{ ?aH 1 ??+
Length of Rip-Rap (along shore) / o t PP f e a s ?N o r re e (?
Average distance waterward of rip rap to normal water level -ZPro
Amount of fill to be placed below mean high water
Type of fill material G 1 u s s I?' I RIf n
9. Name of planning jurisdiction h.1 n 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? N?A
Water line to be on private land? N/A .
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2 930428
NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names (for public trust waters crossing)
ti asid y D Alligood
She 1. a. All,`yood
R 4. Box 4-19
wa5A; 4,:;..? AjC. 2-733
Ra,_+eo,vs AA)oo'ard ?.Jv-,
15.2 9 Sa T y on 5+ree'f
Ghar1 a++e NC 28 03
D405PJA93 3
930428
K SpoTHERN
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NARRATIVE FOR CAMA AREA 2-
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body) -
across 5t ?'? C rye K o?2hor
5;d a? I/VaSh?ya?oyl) P"'- k- oc'
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 { Depth S P P P? ?e
Width 8 /z ?+ a? ion o I creek 6 -ed
Estimated excavation volume 160-- cu ti c 1 n r?s
d 1ti?t-f t'r?
4. Dimensions of estuarine shore area disturbance: n c:T c?l'I'l < ?: b 1 F
Length 15a t Depth SPAro ??'/e
Width---2-,5 -f-f' 4r,,,, c w,'A 15 It w d e Pa ??
Est. excavation volume 70 Y Est. disturbed area Z S 1?
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
X Track excavator
6. Vegetation at site. W o U d ecl swok"q l-Pa n vs nor 41, 5;cl e
Srr,a?l ?7ePS bttSNPS pi-QH, /P Cf^z VRr? G ICiSS -
pvt Svu 1, SIC?P
D405PJA93 930428
NARRATIVE FOR CAMA AREA 2
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: cr,,,,ek ban k-s So d .:5k-4!99_
P_PC R ??er bac lc t1 1/?/'ere P?l?e?ll0? ?S hOf u tiQ Pr-
e
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore) / 5 f t o n e u c A 6 re
e e f
Average distance waterward of rip rap to normal water level 2-
Amount of fill to be placed below mean high water -7C, Y
Type of fill material C14 5s R: p- rip
9. Name of planning jurisdiction Wa s 4 4-o h P4 r ?
Certificate of zoning compliance obtained? X Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Waterline to be within non-DOT public right-of-way?
Water line to be on private land? ?a r fia//y_
Easement obtained Copy of easement attached
___,K_Seeking easement at this time
No. 12-- ,-5)ri
D405PJA93 010428
NARRATIVE FOR CAMA AREA Z
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names (for public trust waters crossing)
Vi,- l e
l!(c h?iVer IZoa
L11a S? i nn ? n NG 27889
A5Q -? SWahneI-, Jr,
P+, 3 , Box 942
Wasl,1Na -yn tiC 2"7 S`89
!1 OVn;C: 0 =nG, N Gr ML MU IIG,, j r-; l YU5
¢l2 Br%C? l.i 1n Road /Vor -Fo/k Ce So..4AFrn JPR
ViaSAinA+on Al C. a-7'?$9 pt-eSP#41- USe
Harr-Y/ MC Mullah TTT
4-12 Rr-rck k;Ih Ro-d
vVaS ?n? fvn? IVC 27$89
D405PJA93
RE AUFORT-CO-DIST-n-CAM A-2.PMT;3
930428
ti TEL
32
JOSHUA TAYLOR JR. 27 r
SP 525 ISABELLA AVE. 16' ROCK K OR. 1
13t3 28 . 28
IE W AVE.
NESS JOHN HINDSLEY. JR.
603 ISABELLA AVE TEL
;S 29.04 26 . 80
16' ASPHALT DR.
SP
893 _
29 -52
MICHAEL FLANAGAN
Sp 601 ISABELLA AVE.
- - - 1552
CANAL
MITCHELL
BOX 605 30.20
30 .52 IS' CONC/ASP
ORIVE F-I JAMES A. HACKNEY, JR. -_ -_
PO 80X 787
LAMA --GO.: •1
2 . 64 1
2.44
ASPHALT
LEE KNOTT.JR AREA
PO BOX 548
I+64 7
ASPHALT
AREA
PRIVATE ROAD i
t2' ASPHAL
JACK 0. MITCHELL I!
605 SHOREWOOD DR.
2DRIVEC•
SP
0. 48 1983 ' ?r
CA14A AREA 2DRIVE C.
O ? TE I
20'. ASPHALT
DRIVE I
11 20 SP
'AGE 1933 WOOD FENCE
)OX 701 5' E.O.A.
4.20 SP
MOORS 1000
BOX 703
TEL
5.08
MAY SP
Box 703 1233
R/WRt
30'
?s- a0' RlW
PROPOSED
.4 ?2" PVC, SDR 21, 200 PSI
I WATER LINE
CANAL
20' EASEMENT
1 PROPOSED
0.00
1 r4" PVC, SDR 21.
?-4 -2 . s5S 2 0 PSI WATER
LINE
1? I I t T WIDE DRAINAGE
V 1 I ' / + EASENIENT
I
I,
U-1
Z
UJJ
Q
J
J
W
m
to
20• ASPHALT
PROPOSED
- 8" PVC, SDR 21, 200 PSI WATE.
LINE
60' R/W
36" RC
C
RIP-r
FIL?:
PROPOSED DRAIN CROSSING
40 LF, 8" CLASS 50 SNAP-LOK
RESTRAINED JOINT DUCTILE
IRON PIPE
32. 92

J 2 EA 30' CMP DP"

'
.

7 I' t G/C
33.24 PROVIDE
RIP-RAP ON
" ? 0 . oo DITCH SLOPES
? ?
OSED
PROP
I5- RC P I EA 8" x 6" TEE, DI
DRAIN. I EA G" GATE VALVE B 80X
I•. G/c ?CANA AMA I EA FIRE HYDRANT. 4 1/2"
3 I EA 8" GATE VALVE 8 BOX
= 1 EA 8" x 4" TEE. DI
40 R/w wooas
s TENNIS COURT ! EA 8" PLUG, DI
44' ROCK PARKING AREA
.« PROPOSED
II' ASPHALT
ISABELLA AVENUE
I SHOREWOOD DR.
I
I 40' RJW
PROPOSED
2" PVC. SOR 21,200 PSI WATER LINE
FSP
794 5.04
eoTH
` cn 77- oc.
NC.
CO :'•?':'• '• DRIVE
DRIVE
INTERSECTION
COLLEGE AVE. & SPF
PROPOSED
3 EA 6" GATE VALVE 8 BOX
2EA6"x6"TEE, DI
I EA 6" PLUG, DI
I EA FIRE HYDRANT. 4-112"
March 1C, i qq3

NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
??orew-D,d Live VUushlnp tin park, tics
&e5lde Cana 1 Perm%[o fiver
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing L_Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
c ?s
Length -__4 5 o _E4- Depth 4 0; in
Width wider +rehc A
Est. excavation volume C--Est. disturbed area 300 S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
-,Trencher __A_Motor grader
Track excavator
Yes _N/A
Yes __)C_N/A
X Backhoe
6. Vegetation at site. Va V -d u ra s S
D405PJA93
BEAU FORT-CO-DIST-II-CAMA-2.PMT;3
I
930428
NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
N a a-f er b cccCC ?; ??? k n -frees c? .
7. Stabilization measures: Seed;
8. Shoreline Stabilization (if creek crossing) S,-
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 yjcf s ? ; n a doh Par k
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? YeS
Water line to be on private land?
_X,_ Easement obtained __X -Copy of easement attached
__>?_Seeking easement at this time
D405PJA93 930428
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3
NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
12. X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
Tow, o7- Was kj*,fj 4oa Park
F, v, 130 ,( & 3 Z
P,4A N. M;-chef/
&05 $horewoo Drive
WasY,inq ion, G 17889
Le e E n o+f- J r
P. o, x3 o x 5 4?
1/Vastiih a lr?y? I)C 27980/
Duck O /?; -F-c ?e 11
? 05 SHorewooc{ ?ri ve
vVo ? 1, i n a+c?n /VC 2-7889
D405PIA93
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3
Ja w,rS A Neck,,,, Jr,
P, v, Box 71-7
VVa s L i r A , h. NC 2-7 8_'8 t?
/VI 1II QM 14i d
.fame 11V Pu,je-
C/O D,Ilu Srni fly 73r"c,nf Iey
21 2.3 CowAer Drive
R a I e i u
930429
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NARRATIVE FOR CAMA AREA 4
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body]
S R I-:5 Q? ( 8r1'C' ki/H `Rou?) GCrOSS
2. Type of CAMA area:
Creek crossing ?C Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
See Tyke A
Length Depth C M s w ]fie.
Width Ni n
Estimated excavation volume N?A
4. Dimensions of estuarine shore area disturbance:
Length ____L (y fl- Depth 4-?-
Width 'el e C a s+
Est. excavation volume 3 2 c-Y Est. disturbed area O 5 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
x yes N/A
Yes X N/A
X Backhoe
5. Vegetation at site. U f a„ c? a s S
D405PJA93 930428
BEAUFORT-C0-DIST-II-CAMA-2.PMT;3
NARRATIVE FOR CAMA AREA 4-
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
7. Stabilization measures:
I- s in
r ( ? J ? C
roAdstd-c d.41-4,Ps a S1'I4Leure -at 06052' 8. Shoreline Stabilization (if creek crossing) S e! -f o" A) /A
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore;
9.
10.
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 G i +? o -C W t s 4 i,-A ?6 0
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Y Yes No
__,V_NCDOT Encroachment
application applied for
NCDOT Encroachment
obtained
11.
Water line to be within non-DOT public right-of-way? L0
Water line to be on private land?
N/A Easement obtained
/Uo
xY Copy of easement attached
A Seeking easement at this time
D405PJA93 2
BEAUFORT-CO-DIST-II-CAMA-2.PMT;3 930428
r
NARRATIVE FOR CAMA AREA 4_
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
12, Property owners names (for estuarine shoreline site)
X Riparian owners names (4?r pi! t water- 0,
Lo++;c Ga?-re+? ears ha,l-ps _ Ropers
C/o JosPPy Neler? ,Bonner- 214 Pile, R ad
823 tiuh-l ?a -1-on Ave, "Jus?ih ?40n, AX 27M
fieIcl) AI J o7 000
D405PJA93 3
...?, ., ,..,,.s 1 nr„rr•1 930428
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NARRATIVE FOR CAMA AREA C
BEAUFORT CO WATER DISTRICT H -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
SR )3c>: Z,,-- Creek
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
See Ty Pe A
Length NSA Depth. CAMA C,-oSSt,,g jDe{6//
Width JJA
Estimated excavation volume k) 1A
4.
5
Track excavator
Dimensions of estuarine shore area disturbance:
Length 1 60 F+ Depth 4 O 1n
Width 1 /z ?+ -f-rem<l, ?vi?? S 1? s ?clF?aS /
Est. excavation volume 30 cY Est. disturbed area / 15 S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
___?_Trencher ?_Motor grader
K__Yes N/A
Yes X N/A
X Backhoe
6. Vegetation at site. 00 1 a ct q ra s s
D405PJA93 1
NARRATIVE FOR CAMA AREA S
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: i ?,_1" u a f g rQ e `f; 14c, l1 ec k 4 iN s
T
.h roads,dC_?1?,?so a? c?-os?Jn9_j ePrl%"_9
-r f"r -r-en e 14
8. Shoreline Stabilization (if creek crossing) ec-h'oH NlA
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 1/) a S L ; na to o ti C
Certificate of zoning compliance obtained? --X-Yes No
10. Water line to be within NCDOT right-of-way? _ -Yes No
NCDOT Encroachment X NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? o
Water line to be on private land? o
N/A Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 - 930428
nC Aironwr er n-nyvr-TT-C: AMA-?..PMT-.3
•
NARRATIVE FOR CAMA AREA J1`
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names (fe.polie --t-w-6
d Ml All, ood
C-A' IJa+io"s $ahk
Rea I Es+u+G
P. o, SoX -2 -7 zB7
Re I i g1, NG 27??1_
l)a 1 mPr R l7i Xor,
B e +--f y B, Di X v ?->
Garolvr» 1D, Perkin'
6 94 R;ver- Roa
V1Ja51?;r+a+an NG 2`789'
D405PJA93
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3
-E i e Gat--re-4 b e, is
c/o o5-efti d, Helen 13011ner-
823 I-/uh-f-?'nAtt?? AVPhcte
F'luin f,?ld, N.J o'7o?vo
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NARRATIVE FOR CAMA AREA _ o
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body)
SR 13o2 (P oo+-ei-, -f-owvi Load) Boo -Feet east-
o1c SR 13o`7 S,?o e Creek
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing: 5 -P e Ty pe A
Length NZA Depth LAMA Cross +' h n e
Width
Estimated excavation volume NIA
4. Dimensions of estuarine shore area disturbance:
Length ! (o O ?+ Depth 4- 2 in
Width "rekg A w;4 Zz ff -31' e'- 4s
Est. excavation volume 32 GY 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 X Motor grader
X Yes N/A
Yes *s? N/A
X Backhoe
Track excavator
6. Vegetation at site. r, ra s S
D405PJA93 t
- - -- - .. _ . ,........ ? 930428
NARRATIVE FOR CAMA AREA Co
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: R; ra o ?a ra v e I -? l r r ??c k wan s
1N ?ag ?r`??e ?1??-c???s S??f 'teHCe Cc?' CI?osSi?4,
?JeeC?;hg Gtt?-er baC??lf?irr?.
8. Shoreline Stabilization (if creek crossing) S.Pc f-i'ov, "/Y+
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 1/U %ra ?o? A) C-
J
Certificate of zoning compliance obtained? Y Yes No
10. Water line to be within NCDOT right-of-way? _)Yes No
NCDOT Encroachment X NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? A10
Water line to be on private land? No
Easement obtained MIA Copy of easement attached
N/A Seeking easement at this time
D405PJA93
REAUEORT-CO-DTST-TI-CAMA-2.PMT;3 930429

NARRATIVE FOR CAMA AREA 6_
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
12. Property owners names (for (
___X_Riparian owners names (fmg
cl Mav ack
P O, f3 X 20 2
Wacy,i0ain" . ll) C 2788
D405PJA93
%tuarine shoreline site)
Wilt Moore heirs
C/o Pe leh W;,,,//,./
P, O, Box 2 032
WeLsAi), Fo"I NG 2.7889
3
930428
i
.,M r rcUM c Ooc or Fkz rrlAL-t rcUHu
,?ROPOeED 4
30 LF, 6" DRYBORE WITH 6 STEEL
:ASING 1 MINIMUM THICKNESS 0.188
aND 3? PVC, SOR 21 , 200 PSI WATER LINE.
EA.. 3" GATE VALVE a BOX
EA. 2 GATE VALE a BOX
EA. 3 "x 3" TEE , PVC
EA. 3". 450 BEND, PVC
EA. 3%2" REDUCER , PVC
s
50' R/W
I
0)
O
3c
3
\
TE L
19. 76
18? 68 ILI 17' CON C. DR. c
F
I6'ASPHALT DR. a
N L
.
Q
SP ?-
N Q
'E:l
191 1 i
20.56 ?--?I
PHILLIP LEE
19.08 RT. S , BOX 57 0 ,
WALTER S. GUST WASHINGTON,N.C. ?
BOX SS se o
WASHINGTON, N.C. 2 I. 52
+ t v
26.84 t m•
N Y7
1. B. LITCH FIELD
Rr 5 , sox 58
28 44 WASHINGTON, N.C. 1
~ -1w a
SAMUEL SE LBY JONES
P-0. BOX 752
WASHINGTON , N.C.
25 +36
21 16' CONC. DR
25+76 i
22.24 -+
3
26 +84
15' CONC. DR.
g p 24+56
1059 WILLIAM ODEN , JR.
BOX 63
WASHINGTON, N.C.
MARK MCCUT
1225 RT. 5 , BOX 62
WASHINGTON, N.C.
27.36
IO'ASPHALT DR.
I 26-00
HAROLD STEPHENSON
S P RT 5 , BOX 61
S06 WASHINGTON N.C.
PROPOSED
' 2'' PVC , SDR 21, 200 PSI WATER LINE
I 5 MINIMUM FROM EDGE OF ASPHALT ROAD
i
1 28-76
-? 12 ' ASPHALT DR.
PROPOSED TEL.VI {
I EA. 2"-900BEND, PVC-----'-
I EA. 2 GALV. BLOW-OFF 29.1E
ASSEMBLY
BOAT HOUSE
CAMA AREA
7
ISLAND'
HARBOR

;GON'G' DR.
I/ BOAT HOUSE
29+ 12
R. HODGES HACKNEY
El RT. 5 , BOX 60
WASHINGTON, N. C.

6 _
S
f M J
NARRATIVE FOR CAMA AREA 7-
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
1. Location (Road number, street name, subdivision, nearest water body) -
5R 1309 1 ?4f pDY Rood / Jd1PS L PO
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Ditch crossing
X Estuarine shoreline area only
Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 2 5 ?' Depth 4-O ; h
Width nCA w?W 5 ?f Sic1P?a?f
Est. excavation volume 5 CY Est. disturbed area :20 5Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
--X-Trencher __?K_Motor grader
Track excavator
Yes _2?-_N/A
Yes X N/A
X Backhoe
6. Vegetation at site. s
D405PJA93
?e n,t?1 C

. NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT II -
LONG ACRE WEST
7. Stabilization measures: Seed,'Ag al-Lev-
Shoreline Stabilization (if creek crossing) 5-eC440--, A) IA
8.
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 0,0 n e-
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? _Y _Yes No
NCDOT Encroachment __-)?__NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? A) o
Water line to be on private land? A) o
MIA Easement obtained _y/,/ Copy of easement attached
easement at this time
_!!M Seeking
D405PJA93
BEAUFORT-C0-DIST-II-LAMA-2.PMT;3
2
930428

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
CQmuel Selbv J-D-c _
P, O. Sox 752
VUasb?na?n IV C, 27889_
R. Hodges 14ackney
!'t, 5,0 B-x Go
wa sh i,,n4 oh- A1c_
D405PJA93
Dv A TTVnD.,_"r%-V%Tvr-TT-r AMA -?.PMT-3
3
930428