19920578 Ver 1_COMPLETE FILE_19920101

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
3411 Arendell Street • Morehead City, North Carolina 28557
James G. Martin, Governor September 23, 1992
Roger N. Schecter
William W. Cobey, Jr., Secretary Director
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Mr. A. Preston Howard, P.E., Acting Director
Division of Environmental Management
John R. Parker, Chief
Major Permits Processing Section
SEP 28 1992
DIVISION OF
COASTAL MANAGEMENT
CAMA/DREDGE & FILL Permit Application Review
Town of Morehead City (Water & Sewer Extension)
Hwy. 70 to SRI 177 via Peletier Creek, Morehead City, Carteret
County
Proposed Project.: to extend the existing Town water & sewer services
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 13, 1992. If you have any questions regarding the proposed project,
please contact Jim Mercer at 919/726-7021. When appropriate, in-depth comments with
supporting data is requested.
REPLY: / This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
P.O. Box 769, Morehcad ( itp Nurth Carolina 24Si7 Iclephonc 919-72&7021
A., V--1 () ............ , ., AIL..,, ..,,,.. A, .,,.., I .,..J,.,,,..
To: John Dorney
Planning Branch OCT 161992
DIVISION OF ENVIRONMENTAL
AMA MAJOR PERMIT APPLICAT
REVIEWER: GREGS-
WQ SUPERVISOR: ADKIN
DATE: 10/14/92
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 92 PERMIT NO.: 92578 COUNTY: Carteret
PROJECT NAME: Town of Morehead City
PROJECT TYPE: Water and Sewer PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: 10/06/92
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030503
*STREAM OR ADJACENT WATER BODY: Peletier Creek
CLASS: SA STREAM INDEX #: 20-36-11
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
HYDRO CNECT?: N/A WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant propose to extend water and
sewer services from Highway 70 to Country Club Road across the
salt marsh of Peletier Creek. Where the sewer line crosses salt
marsh or 404 wetlands it will be supported on piles approximately
6' above the ground.
WATER QUALITY CERT. (401)
CERT. REQ'D: No
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Connection to Town of Morehead
Treatment Plant
TO BE PERMITTED BY: DEM
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE? Yes
WATER/WETLAND FILL
AREA OF FILL: WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project
be done in such a manner so as to not cause turbidity outside the
immediate construction area to exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-Jim Mercer
John Parker
DIVISION OF ENVIRONMENTAL MANAGEMENT
Memo To: Don Safrit
Permits and 4ne-ring Unit
From: Dave Adkins
WQ Regional sor
Subject: Procedure Four (4) Date: September 4, 1992
WQ0006909 /Country Club State Review Group
Morehead City Review Engineer: Michael Allen
Carteret County Regional Office Contact: Steve Long
1. Name of wastewater treatment plant to receive the wastewater:
Morehead City WWTP
2. WWTP design capacity 1.7 MGD
3. NPDES Permit No. N00026611 Expiration Date: 10/31/91*
* Permit is in the process of being extended.
4. Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 08 /01/91
Permits/SOC Limits Monthly Average
a. Flow: 1,700,000 GPD 1,155,500 GPD
b. BOD5: 30 mg/1 9.2 mg/1
C. TSS: 30 mg/1 18.9 mg/1
d. NH3: mg/1 1.2 mg/1
e. Fecal Coliform: 86/100 ml. 27/100 ml.
f. D.O.: 5.0 mg/1 8.3 mg/1
5. Quantity and type of wastewater from proposed sewers:
33,000 GPD
domestic: X
industrial:
6. Volume from previously approved projects not yet tributary to WWTP:
NONE
7. Regional Recommendations: Approval: X Denial:
A stormwater management plan must be submitted to and approved by the
Wilmington Regional Office in accordance with 15 NCAC 2H .1000.
SL:\WP51\P4\WQ6909.992
cc: Wilmington Regional Office
Central Files
". . , .
A
DIVISION OF COASTAL MANAGEMENT
' FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Morehead City (Water & Sewer Extension)
2. LOCATION OF PROJECT SITE: Highway 70 to SRI 177 via Peletier Creek, Morehead City,
Carteret County
Photo Index - JM: Strip 154, Frame 29 1984: N/A
* State Plane Coordinates - X: 2666200 Y: 364800
3. INVESTIGATION TYPE: CAMA (Only)
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9/16/92
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received - September 14, 1992
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Morehead City
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: Estuarine Shoreline
(C) Water Dependent: NO
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Municipal system
Planned - Extension
(F) Type of Structures: Existing - N/A
Planned - Pile supported pipeline
(G) Estimated Annual Rate of Erosion: -0-
Source - Marsh
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
NONE
(B) Non-Vegetated Wetlands
NONE
(C) Other
Highground 400 sq. ft.
'404' wetlands 400 sq. ft.
(D) Total Area Disturbed: 800 sq. ft.
(E) Primary Nursery Area: NO
(F) Water Classification: 'SA' Open: NO
8. PROJECT SUMMARY: The applicant proposes to extend the existing Town water & sewer services
from Hwy. 70 to Country Club Road/SR 1177, along the east side of Peletier Creek.
* U.S.G.S. 7.5 Min Topo "Mansfield" PR 1983
FIELD INVESTIGATION REPORT - TOWN OF MOREHEAD CITY (WATER &
SEWER EXTENSION), CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION: On behalf of the Town of Morehead City, Mr.
Tyndall Lewis, an engineer with McDavid Associates, has submitted a CAMA
application requesting authorization to extend the existing municipal water and sewer
system. The aerial photograph and U.S.G.S. topographic map, referenced on the front
sheet of this report, will help provide an orientation to the project. In addition, the
applicant has provided a "project description" sheet attached to the application, as well
as, a vicinity map that shows the overall extent of the expansion project along the west
end of Arendell Street (US Highway 70) and Country Club Road (SR1177). The
purpose of the proposed project is to provide water and sewer services to the future
Morehead Elementary School located on the vicinity map at .I, and West Carteret High
School at .II, and the Lowes Store at .III.
The project will begin on the north side of Highway 70 at its present terminus of Lake
Avenue. The proposed water and sewer lines will be installed on the shoulder of the
road within the right-of-way. The two lines will cross Peletier Creek and extend about
1 mile west to the Lowes store. On the east side of Peletier Creek, the sewer line will
turn north and follow the western edge of the Leader Mobile Home property before
crossing the Atlantic and East Carolina Railroad. The line will then proceed on to the
School property Site Number II and Country Club Road.
The focus of the CAMA application occurs along the Leader Mobile Home property
where the 12" sewer line will be installed within 25' of the MHW line and a dense
fringe of saltmarsh cordgrass. As the workplat Sheet 14 of 20 shows, the sewer line
will be supported every 20' on a brace of pier pilings that will elevate the ductile iron
pipe 6" to a foot above the ground. The onsite visit conducted by this office revealed
that a 160' section of the sewer line closest to Peletier Creek will pass through what
appears to be wooded swamp wetlands of the '404' type. Approximately 9 sets of the
support piles will be located along this edge between the saltmarsh and the true
highground property. The project alignment has been brushed out by the applicant and
well-marked. Although the sewer line traverses the CAMA 75' Estuarine Shoreline
AEC, there are no coastal wetlands directly involved with the installation.
On the north side of the mobile home property, the proposed sewer line will be buried
in a trench approximately 4' wide x 3' deep. A pipeline will extend north under the
railroad tracks as it proceeds to the School property. Sheet 4 of 4 illustrates with
detail the alignment of the proposed sewer line relative to the section '404' wetlands
that have been identified on the School property. McDavid Associates, Inc. propose to
cross the '404' wetlands on pile-supported piers similar to those used near US Highway
70. The sewer line will be installed in advance of any grading, filling, or other
construction associated with the School property. Construction of the School and the
associated wetlands fill is a separate project and addressed by Carteret County and
FIELD INVESTIGATION REPORT - TOWN OF MOREHEAD CITY (WATER &
SEWER EXTENSION), CARTERET COUNTY
PAGE #3
another engineering firm at a later date. Once the sewer line connects with Country
Club Road, the water and sewer lines will turn left and travel to West Carteret High
School along Country Club Road to II on the map. Once the lines are joined at US
Hwy. 70, the service loop will be completed.
10. ANTICIPATED IMPACTS: The proposed sewer line will occupy about 400 sq. ft.
of wooded swamp wetlands adjacent to Peletier Creek and the Leader Mobile Home
property. No significant impact is anticipated to the adjacent estuarine resources since
the 12" sewer line will be supported above-ground on support piles. On the school
property, north of the railroad tracks, the sewer line again will be supported on
wooden piles with no anticipated impact. Although the '404' wetlands may ultimately
be filled, it will not take place until construction of the school later in 1993 under
separate permit review.
PREPARED BY: JAMES L. MERCER
DATE: September 23, 1992
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
a. Name Town of Morehead Ci i-v
Address P. 0. Drawer M
City Morehead City State NC
Zip 28557 Dayphone [phone]
Landowner or Authorized agent
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
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?
cQa=i ty
d. Describe the planned use of the project.
water and sewer services
b. Project name (if any) US 70/Country Club Road
Water and Sewer Extensions 4 LAND AND WATER
c. If the applicant is not the landowner, also give the CHARACTERISTICS
owner's name and address.
Carteret County Board of Education a. Size of entire tract N/A
2 LOCATION OF PROPOSED
PROJECT
b. Size of individual lot(s)
N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
3' - 22'
d. Soil type(s) and texture(s) of tract
Sandy - varies
a. Street address or secondary road number
US 70/Country Club Road NCSR 1177 e. Vegetation on tract varies from cleared land
to woods
b. City, town, community, or landmark
Morehead City f. Man-made features now on tract railroad
c. County Carteret
d. Is proposed work within city limits or planning
jurisdiction? Yes -
e. Name of body of water nearest project
Peletier Creek
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for j.
example, building a home, motel, marina, bulkhead,
or pier). Installation of 12" sewer and
water line along US 70 nerpendicular to
UP1PfiPr Creek and 12" sanitary sewer
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
catmercial
i. How are adjacent waters classified?
SR
adjacent to and parallel to Peletier Creek
4/89
Has a professional archaeological survey been
carried out for the tract? No If so b whom?
i
?? U L `
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed LI/A
b. Number of lots or parcels
c. Density (Give the number of residential units and the
units per acre.)
d. Size of area to -be graded or disturbed
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?
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.
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
h. If applicable, has a stonnwater management plan
been submitted to the Division of Environmental
Management?
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
j. Have these facilities received state or local approval?
k. Describe existing treatment facilities.
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down").
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.
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
Hoof?
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
0ALW) or (NWL)
Boat basin
Other (break-
water, pier, Sewer
boat ramp, Trench
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
N/A N/A N/A
N/A N/A N/A

1275 ft
6 ft Varies
e G
4' d
None None
None None
ound
ep
b. Amount of material to be excavated from below
water level in cubic yards None
c. Type of material ;; d
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
yes - wetlands
e. High ground excavation, in cubic yards
2 4/89
f. Dimensions of spoil disposal area
None
g. Location of spoil disposal area N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
Will a disposal area be available for future
maintenance? N/A
If so, where? T
Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? No
1. Amount of fill in cubic yards N/A
m. Type of fill material N/A
n. Source of fill material . N/A
o. Will fill material be placed on marsh or other
wetlands? nn
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
milt fanrinq? rip-ran
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? 1--Gk.IQQo
s. Will wetlands be crossed in transporting equipment
to project site? If yes, explain sups that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water or
normal water level N/A
4/89
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
mean high water N/A
f. Type of fill material _N/A
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule W.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a pan
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
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. t1 1p n. 17111 r- -
SEP 14 1992
??5L11T6L"J
Name Melvin Mansfield, Jr
Address Ramada Iruz, P O Box 846
Atlantic Beach, NC 28512
Name Mi kP P rkPr -
Address Carteret County Schools
P. O. Drawer 600
Beaufort, NC 28516
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 $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
744-
This is i? day of v / • 1
X
Landowne r Authorized agen
4/89
DESCRIPTION OF PROPOSED PRWECT
The Town of Morehead City plans to extend its sewer and water
service along US 70 westward from the lines terminated at Lake Avenue.
Also, plans call for a sewer line to cross from US 70 to Country Club
Road to service a future elementary school on Country Club Road and the
existing West Carteret High School. The proposed sewer line will leave
US 70 immediately east of Peletier creek (western edge of Leader Mobile
Homes property) and parallel Peletier creek until crossing under the
railroad and then, continuing to the north, will cross the proposed
elementary school tract until reaching Country Club Road. These lines
will come in close proximity to Peletier creek and the sewer line will
cross several wetland areas.
Both the sanitary sewer line and the water line will cross
Peletier Creek at US 70. The proposed lines will be installed in the
shoulder of US 70 within the DOT right-of-way above the 5'x9' box
culvert through which Peletier Creek flows. Both lines are 12" ductile
iron pipe and have a minimum of three feet of cover. During
installation silt fencing will be erected for sedimentation control.
As for the service crossing to Country Club Road, the surer line
will parallel Peletier Creek for approximately 340 IF offset at
distances varying from 8 feet to 50 feet. For much of the 340 IF
length the pipe is exposed above ground. For this reason, Rigid-Lok
Restrained Joint ductile iron pipe supported on timber piers will be
used for construction. The piers are spaced every 20' at the midpoint
of each section of pipe. As for the two wetland crossings between the
railroad and Country Club Road 260 LF of Rigid-Lek Restrained Joint
ductile iron pipe will be used. Timber piers will also be used every
40 feet through these areas.
This design yields minimal need for disturbance of existing
contours. However, disturbed contours will be regraded to the
original contours. Also, the design reduces the risk of damage to
Peletier creek and the wetlands.
SEP1 41992
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r
THIS PLAT ACCURATELY DEPICTS THE BOUNDARY10F THE JURISDICTION OF
SECTION 406 OF THE CLEAN WATER ACT AS DETERMINED BY USING THE
JANUARY 1989 "FEDERAL MANUAL FOR IDENTIFI.'ING & DELINEATING JURIS-
DICTIONAL WETLANDS" (1989 MANUAL). THE 989 MANUAL IS NO LONGER
IN USE, AND HAS BEEN REPLACED BY THE 1981 MANUAL. ALL AREAS WHICH
WOULD BE CONSIDERED WETLANDS UNDER THE 1987 MANUAL ARE INCLUDED AS
WETLANDS ON THIS PLAT. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 406 JURISDIC-
TION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED THREE PEARS FROM
THIS DATE. no?r
( NAME
(TITLE) A . ? ?1 J ?? ??" ??I'
(DATE) tLLJ-LJ1_/
MMMYMIIk?rrrwr+r++•?'1?-- rw,9.R
VICINITY MAP
..-+?
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of
2. LOCATION OF PROJECT SITE: 1?ta3
Carteret County
Photo Index - 1989: Strip 154, Fraine
* State Plane Coordinates - X: 2666200
3. INVESTIGATION TYPE: CAMA (Only)
Cffy?Sewer Extension)
70 to ,SR1177 via Peletier Creek, Morehead City,
84: N/A
A; 364800
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9/16/92
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received - September 14, 1992
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Morehead City
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: Estuarine Shoreline
(C) Water Dependent: NO
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Municipal system
Planned - Extension
(F) Type of Structures: Existing - N/A
Planned - Pile supported pipeline
(G) Estimated Annual Rate of Erosion: -0-
Source - Marsh
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
NONE
(B) Non-Vegetated Wetlands
NONE
(C) Other
Highground 400 sq. ft.
'404' wetlands 400 sq. ft.
(D) Total Area Disturbed: 800 sq. ft.
(E) Primary Nursery Area: NO
(F) Water Classification: 'SA' Open: NO
8
PROJECT SUMMARY: The applicant proposes to extend the existing Town water & sewer services
from Hwy. 70 to Country Club Road/SR1177, along the east side of Peletier Creek.
* U.S.G.S. 7.5 Min Topo "Mansfield" PR 1983
r It
FIELD INVESTIGATION REPORT - TOWN OF MOREHEAD CITY (WATER &
SEWER EXTENSION), CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION: On behalf of the Town of Morehead City, Mr.
Tyndall Lewis, an engineer with McDavid Associates, has submitted a CAMA
application requesting authorization to extend the existing municipal water and sewer
system. The aerial photograph and U.S.G.S. topographic map, referenced on the front
sheet of this report, will help provide an orientation to the project. In addition, the
applicant has provided a "project description" sheet attached to the application, as well
as, a vicinity map that shows the overall extent of the expansion project along the west
end of Arendell Street (US Highway 70) and Country Club Road (SR1177). The
purpose of the proposed project is to provide water and sewer services to the future
Morehead Elementary School located on the vicinity map at .I, and West Carteret High
School at .11, and the Lowes Store at .111.
The project will begin on the north side of Highway 70 at its present terminus of Lake
Avenue. The proposed water and sewer lines will be installed on the shoulder of the
road within the right-of-way. The two lines will cross Peletier Creek and extend about
1 mile west to the Lowes store. On the east side of Peletier Creek, the sewer line will
turn north and follow the western edge of the Leader Mobile Home property before
crossing the Atlantic and East Carolina Railroad. The line will then proceed on to the
School property Site Number II and Country Club Road.
The focus of the CAMA application occurs along the Leader Mobile Home property
where the 12" sewer line will be installed within 25' of the MHW line and a dense
fringe of saltmarsh cordgrass. As the workplat Sheet 14 of 20 shows, the sewer line
will be supported every 20' on a brace of pier pilings that will elevate the ductile iron
pipe 6" to a foot above the ground. The onsite visit conducted by this office revealed
that a 160' section of the sewer line closest to Peletier Creek will pass through what
appears to be wooded swamp wetlands of the '404' type. Approximately 9 sets of the
support piles will be located along this edge between the saltmarsh and the true
highground property. The project alignment has been brushed out by the applicant and
well-marked. Although the sewer line traverses the CAMA 75' Estuarine Shoreline
AEC, there are no coastal wetlands directly involved with the installation.
On the north side of the mobile home property, the proposed sewer line will be buried
in a trench approximately 4' wide x 3' deep. A pipeline will extend north under the
railroad tracks as it proceeds to the School property. Sheet 4 of 4 illustrates with
detail the alignment of the proposed sewer line relative to the section '404' wetlands
that have been identified on the School property. McDavid Associates, Inc. propose to
cross the '404' wetlands on pile-supported piers similar to those used near US Highway
70. The sewer line will be installed in advance of any grading, filling, or other
construction associated with the School property. Construction of the School and the
associated wetlands fill is a separate project and addressed by Carteret County and
A •
FIELD INVESTIGATION REPORT - TOWN OF MOREHEAD CITY (WATER &
SEWER EXTENSION), CARTERET COUNTY
PAGE #3
another engineering firm at a later date. Once the sewer line connects with Country
Club Road, the water and sewer lines will turn left and travel to West Carteret High
School along Country Club Road to .II on the map. Once the lines are joined at US
Hwy. 70, the service loop will be completed.
10. ANTICIPATED IMPACTS: The proposed sewer line will occupy about 400 sq. ft.
of wooded swamp wetlands adjacent to Peletier Creek and the Leader Mobile Home
property. No significant impact is anticipated to the adjacent estuarine resources since
the 12" sewer line will be supported above-ground on support piles. On the school
property, north of the railroad tracks, the sewer line again will be supported on
wooden piles with no anticipated impact. Although the '404' wetlands may ultimately
be filled, it will not take place until construction of the school later in 1993 under
separate permit review.
PREPARED BY: JAMES L. MERCER
DATE: September 23, 1992
7

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Town o Morehead C'i t-=
Address
P. O. Drawer M
City Morehead City State NC
Zip 28557 Dayphone [phone]
Landowner or Authorized agent
b. Project name (if any) US 70/Country Club Road
Water and Sewer Extensions
c. If the applicant is not the landowner, also give the
owner's name and address.
Carteret County Board of Education
2 LOCATION OF PROPOSED
PROJECT
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
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?
comrnuzity
d. Describe the planned use of the project.
water and sewer services
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) _ N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
3' - 22'
d. Soil type(s) and texture(s) of tract
Sandy-,- varies
a. Street address or secondary road number
US 70/Country Club Road NCSR 1177 e. Vegetation on tract varies from cleared land
to woods
b. City, town, community, or landmark
Morehead City f. Man-made features now on tract railroad
c. County Carteret g. What is the CAMA Land Use Plan Classification of
d. Is proposed work within city limits or planning the site? (Consult the local land use plan.)
jurisdiction? Yes Conservation Transitional
e. Name of body of water nearest project X Developed Community
Peletier Creek Rural Other
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Installation of 12" sewer and
water line along US 70 -Der-oendicular to
Peletier Creek and 12" sanitaiy sewer
adjacent to and parallel to Peletier Creek
4/89
h. How is the tract zoned by local government?
ccmnercial
i. How are adjacent waters classified?
Has a professional archaeological survey been
carried out for the tract? No If so- by whom?
LJUt.n_K5(-??i .??,T
-- - --------------------
•
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
c. Density (Give the number of residential units and the
units per acre.)
d. Size of area to -be graded or disturbed
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?
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.
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management?
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
j. Have these facilities received state or local approval?
k. Describe existing treatment facilities.
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
do)yn").
2
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.
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor?
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
(MI.W) or (NWL)
Boat basin
Other (break-
water, pier, Sewer
boat ramp, Trench
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
N/A N/A
N/A N/A
rft
6 ft Varies
I)bove G
0 4' d
None None
None None
ounc
ep
b. Amount of material to be excavated from below
water level in cubic yards None
c. Type of material ganrl
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
yes - wetlands
e. High ground excavation, in cubic yards
4/89

E Dimensions of spoil disposal area
None
g. Location of spoil disposal area N/A
h- Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? No
1. Amount of fill in cubic yards N/A
m. Type of fill material N/A
n. Source of fill material N/A
o. Will fill-material be placed on marsh or other
wetlands? no
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
silt fencing, rip=rap
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Lack-IQne
s. Will wetlands be crossed in transporting equipment
to project site? If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water or
normal water level _ NZA
c. Shoreline erosion during preceding 12 months, in
feet N/A
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
mean high water N/A
f. Type of fill material N/A
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
12 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
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. f7rr
FS-EP 1 4 1992
7L.5LjU ?V
4/89
Name Melvin Mansfield, Jr.
Address Ramada Inn, P. 0. Box 846
Atlantic Beach, NC 28512
Name Mike Parker
Address Carteret County Schools
P. O. Drawer 600
Beaufort, NC 28516
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 $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
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 is G/day of v5'^ > 19LZ_
X ( _
Landowne or Authorized agent ?/
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). -

4/89
DESCRIPTION OF PROPOSED PROTECT
The Tbwn of Morehead City plans to extend its sewer and water
service along US 70 westward from the lines terminated at Lake Avenue.
Also, plans call for a sewer line to cross from US 70 to Country Club
Road to service a future elementary school on Country Club Road and the
existing West Carteret High School. The proposed sewer line will leave
US 70 immediately east of Peletier Creek (western edge of Leader Mobile
Homes property) and parallel Peletier Creek until crossing under the
railroad and then, continuing to the north, will cross the proposed
elementary school tract until reaching Country Club Road. These lines
will came in close proximity to Peletier Creek and the sewer line will
cross several wetland areas.
Both the sanitary sewer line and the water line will cross
Peletier Creek at US 70. The proposed lines will be installed in the
shoulder of US 70 within the DOT right-of-way above the 51x9' box
culvert through which Peletier Creek flows. Both lines are 12" ductile
iron pipe and have a minimum of three feet of cover. Daring
installation silt fencing will be erected for sedimentation control.
As for the service crossing to Country Club Road, the sewer line
will parallel Peletier Creek for approximately 340 LF offset at
distances varying from 8 feet to 50 feet. For much of the 340 LF
length the pipe is exposed above ground. For this reason, Rigid-Lok
Restrained Joint ductile iron pipe supported on timber piers will be
used for construction. The piers are spaced every 20' at the midpoint
of each section of pipe. As for the two wetland crossings between the
railroad and Country Club Road 260 LF of Rigid-Lak Restrained Joint
ductile iron pipe will be used. Timber piers will also be used every
40 feet through these areas. ..?
This design yields minimal need for disturbance of existing
contours. However, disturbed contours will be regraded to the
original contours. Also, the design reduces the risk of damage to
Peletier Creek and the wetlands.
I S E P 14 1992
ABC'AMA. DEG

to
FOUR 5/8" DIA. GALV.
BOLTS a WASHERS ON
CROSS MEMBERS AT
PILINGS

2" x 4 PRESSURE TREATED
VERTICAL MEMBERS ON
CROSS MEMBERS
F 3"xfi"PRESSURE
TREATED HORIZONTAL
MEMBERS

?r n r-w ---- --
Q- '
Q ? ? -z3
SEP 1992
LJ l?Zi ulJ L`1 t.:.l?
------------------------

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FnnM Sql TO 198. DIBTIINCE Inr 73. G09h N 4914.3611, E _h1"
F"u" TD 19 ]. DIRinNC F. 10. N 4930.4319, [ 411].5191 e1,
F A111 393 TO 393. OIBf ANCE 10, 39.0tlnP. N 4v46.7700, E ••0••4.63]1 f69
Olsl 391 Ill 396. DISTANCE 19, - 33.o9901,M 4939.0341, or 4011.9:.14 10
ROm 591, TO 597, OI6INICE I-. 31.39(,! N 49r,e•-a". E ]900.3!93 it
'FROM - 397 TQ '398• DISioNC[ ISI Itl.3003.IN 1 4743.16771,".[ I 7961.4057 119
FAO" 1.1, 5991Tdd 391, 016IANCEI10r' l?Ii1.1411Mole N
'F'ridf47J7.OO77Iq[79![.3653 14 1. 'y•
Fn( D79 TO „ &00.•O1StANCE 10., 4 IB.3164,IN N 1117, E 7713.(160 7D
FROM ' 910 TO 601, D161ANCEISr 37.6466 114?14.790t•?19'4'11' 3710.718] f9
F"O. 901 TO 601: DISTANCE le, 33.1010 'ry 4863.1101 E ' 3740.66P.9 it
FRom VIP TO 603, 01RY gN(p?IB,' 79x'1, .!. N 401, 7.E 761!, E 3906.1F.e 76
(ROM 603 10 604. b191A41"0.",
1ANHCd 110, 54,1401 N' 41'7 ]1 P.. E 4009. 3p95 is
1 !111• `Bp4 .96, E 4079.4£79 An
F11D. 604 10 605. D19. 31.[613 ?? 40
(110" 615 TO 606, DISTANCE 118. 4n.130P N 4814.5811• E 411D.P615 01
room 616 10 607. 0191 ANCE 19. e7:B45B N 1 1 4B19.89.7, E 41r•7,IJ03 at
"a" 607.10.•600. DISTANCE is: P H 48P1.4769, E 4110.1077 03
FAO" 600 TO.1. ,.•609• DISTANCE 111. {. 67..07) N 14810.1e44. E 4E 76.1046 .4
RRONh07 TO, 610, DISTANCE 118. P.B.30p II'., 4794 1 1071}.'E? 4160.7UIJ d!
.FROM 610 TO " 611, DISTANCE 1B,'' 7 17.34701'. _ 47031-77116 E . 4P71.93313 06
FR01/ 611 10' 613, DISTANCE IB, +1•'7075 -'-47]I.ne33, E 4,IS. 3706 911
FRO. 613 TO 614, DISTANCE 16r 30.97 5! N' , 47P.1.9004, E 4PI3."Pet ee
FRI1. Atn TO .6+3• DISTANCE IBr 47..1163• N 14197 .!/11.:.3, E 417".11?7 e9
Inn. 615 TO Al h, DISTANCE I.. 41.3316 N !,1[7.364], E 4111.2698 90
F.nM 1.16 Ia A17I P1,8YANCE IS, 41.poll IS ' 4160.0036. It 4116.1 ,.90 e1
FROM 617 TO 419, 0NTANCE 119• 59.0707 N 4197.17!9• F 4068.6964 97
FROM 61" TO' 919. 0IBIAME l.i ]].9'. S4 N 4191.7419• E 40.1 1.7151 91
F10m 619 t0 beo, 0101 ANCH I9. 47.643] N 4103.4117• [ 3103.69r,n 94
room 601 TO Ael, 019, ANC. It. 74.073" it 1 , 41104.1155. E' 7936.4331 91 I
Fnnm API TO ' bR6 01 alf ANC9 IBr 4L•4330' ry 4017.!977. E 791h.0330 96
room A.'! t0 .'6!4• DISTANCE is. !6.9094 H , 4813.4081• E 3807.33!3 !/
f"OM 6[4 - 6011 DI BTAIICE Is, ED.1139 N 4797.7907• E 1363.7579 99
rAcm 605 TO 4P.6, DIBTANC[ 10, 4Er1P30 IS 4763.on16r H 'J13e. 7k 94 19
room 6[6 TO 607, UIRtAME IB. 18.40,,9 N 1 474A.71eJ. H 1040.0017 100
than F! 'I TO IAP.Or DI1 ANCE T6•? 3],7740 N . 4703.11339. E• 3064..4e6 101
Fnum 611. 10 61,7• 0DIB(ANCH In, 141.9135 . 1707.6,75. [. 7903.3010 IOt
r q(71 I, P9 1D 610, 19 ANCE 19. 49.3107 N 4704.3701, E 3945.5870 103
,Tom 6 ,, TO 6:11, DISTANCE 119. 30.930p N' ...%.75P.1. E 39113.0!000 104
,,o" 631 TO 610. 0161ANCt is. 37.0494 IS 4680.761%0, E 4017.5965 103
FRUm Man TO AJJ, 0101PNCE i6r '47.4976' ,4659,3711., E 4033.46"4 106 1
F P[P/ 933 in, 634. D191.NCE 7B. !..7107 rj 1670.3o3v. E 406[.1310 TOT
fnum 474 IO 636. OtOlAMIKI IBr. 78.7003 It, 41.43!7765, f. 4110.46•?4 109
FPO,: "16 10 637, DISTANCE IS, eB?11001 N 4.37 soon. E 4143.1319 100
Inn" 931 TD 639, "19 LANCE IR. Dl. P09. ry 4(•16 9701. [ 1169.71.14 110
FAOM 6711 10 639, 01117-ME IB, 13.11993 N' 4387.N'.l . I +115.670! 111 I,,
IAU.' ' 1,11-M 640, DISTANCE IS.) 33.0300 N 4534.70!6• 1 , 4193.1!07 117
F AOM 600 TO 641. DISTANCE 10. 34.1001 ry 4131.6033, E 4138.+414 11)
FROM 641 TO 641, D19101" I[, 1.9.9033 N 4!,96.91,17. E 4131.63!3 114
room h4P 10 943. 0 STANCE IS. PB.4968 N 1591.1711, 9 4109.7!97 ITS
fAOm 643 TO 644. OIOTANC! 110. !9.1179 N 4h0l.0310r' E 4083:0370 116
FACH 914 t0 618• II I0 "CF. 10, 34.7803 N 1.6E1.4311,E 4033.,,33] 1111
F"On 645 10 646, DISTANCE 1.. 7!.4517 N 16]7T9313r E I 4006.7692 116
I room 616 TD A47. DIgqjjANCI IB. I 71.3439 ry 4411.4707. E 3110.0p05 N9
Inam 647 TO ' 640. OIN NCE 119. J4.SO45 ry 4661.901!, 0 3'1.].1•','1! 174
FnnM 646 To '.'647. 019TANCE I6, 48.9951 N 4671. 145. 9 3916.9OP9 121 j
room 61.7 TO 1651• DI"tnNC[ 116, 44.7UP3 IN I 4665.JOP4! E! 3"7(`.5617 122
FRO" 911 TO•.. 45E.1018TANC[ ISI 2.6010 N 4667.9016; a .3030.0401 123
FROM one TO , 673. DISTANCE IS. 67.4937 4613.4]961 E J790.Ae4! 174
11"m 631 To 1674•'1181 NlCp 16,' E6:A177' ry:. 46.,8.7)19. [ 3147.6!0" 17!
room 631, TO 631. DInTANCK I9r 1 T°0.0003 N 4AE9.7f1!0, E 3770.04!6 1to
f Am, 613 TD 616, DI OT ANCF. 10. 11.,'.16.6179 N 451E.60e)• g, 3771.1716 Ill
,371 019TANC[ 118. 1' •:-37.6131 INl" 4557,1373, E 3773.3997 178
rno. 6761 TO '6
I 'Mom 657 TO 618. DIET NICE 19, 33.1377 N•; `7 4326.6379• E 373M1.5e44 129
FIND( 650 TO 1 679. DISTANCE 110, 19.9307• '.1/ 1 J 4n07.3230r E 3751.3943 130
I
WETLAND #2 FIELD
N O_
4P..O0.10 N'^910 :. IIZ9.11.77. E 3036.1174 131
IAA" M1.0 TO '611. DIAIANCE-10. 1••11.!607. E 3097.7013 132
!non 611 10 661, 0101ANCA 10, I 31"0617' N - 4••61 .'117 C 311• E 393n.3n!P 131
f Ono 61,! TO 6619, DIStnNC1 14• 46.LGRM11 H 446 P. Spho, E 3917.0306 131
Pnn .63 TO 664, 01 OTAN :Q 101 73•!'7 F1' ,. S.'1E 33 _[,..,,,.4006.16'1)11 13!
nlln 664 TO 667. nlntnNCE to. "' C9.b705 •. `J - ,,340.'18!9, ! 403].3137 176
toll" 61.7 TO 66".• Otq/ANCE 18, 3A.IC071 N 4•r 211. 1605. H 4037.613] 131
r1.0" Df.O, TO 669. DISTANCE 119. 40.0!,31 IN 1397.Il&TI, F. 1.097.4P 6e 15A
n,n 169 t0 67P Olg I?'" -it 10, 31.1116: N , 3014.71 9:AJ E" 4141.0'•51J9
F I10n 670 it, 6'11. 01 T. 1,111 't ISr 07.311.0 H ,.14.1.034•/. E 41h&.611-71 140
In(1n 611 IO 976 DISTAnCC'IB. 36,93'16; H 336.1709. E 4!18.114! 41
enntl 67P TO 67.1, DIDIANCE 161 el .1601 IS 14761.151!. E 4C P.6.9GEL 1117
A nom 977 10 674. DISTANCE Ipr '17.161P N 4P71.0791, P 4P".30••0 143
Ir.On 671 10 615• D14INlC! 11, .3.670! •1! 300E.0:56). [ 4316.946,, 114
F nOM 171 TO .676. DI9 ANCF. 19. D. P31?
H 4!13.9203• E 4315.6444 115
FPO" 616 10 617. DISTAM 19. en.111P N 4!79.0347. 15 4E 90.461:+' 1411
Mo. 677 TO 670. a, 5 t..C I9r 14.9 t••1 N 3003.3539. E 4176.36011 141
r non 670 10 6'/9. DIBinNCE IBr 46.(.096 II nFp;T. 9904. E 4630.161' 146
rnum 979 1,0 600. DS TPN[E I", tn. 9400 N 4V93.!997, E 4105.44.'1 149
,nom 600 10 6R1. 0 I9\ANCE 19• 16.11P& x,306.9375 E 4170.117]•1 YID
4140.0003 1191
FROI1 6"1 1U 6ptr n19T RIIC{? 118. 1'74 .11979' H
?'11 ry 4300.!!61 E
FACIA 6pe 10 683. o16T ANC 19. 37.0-1 ..116.6734 H 4106.11119 15t
I non 6U] ID 604. DINTnrlCl In. 41..0!•3 N ,,•113,03'10 'E 406".91103 11J
1'2.9!!1 1! ,.:116.9401. •C 3034 .411,9 11!1
fPOm Apt Tn en3. 11IS1nNC in.
FAO. be, TO 6nA. D14TnN[ 119. -:1.11600 H „116.5403. E 1001.,,'1.`:: 154
r Rom 616 TO ,.7. 019TANEF IB. 13.1'144 N 4:In0.J11CA.. E 3911).91<15.
THIS PLAT ACCURATELY DEPICTS THE BOUNDARYOF THE JURISDICTION OF
SECTION 401, OF THE CLEAN WATER ACT AS DET RMINL•D BY USING THE
JANURY 1989 "FEDERAL MANUAL FOR IDENTIF`rING & DELINEATING JL'RIS
DICTIONAL WETLANDS" (1989 MANUAL). THE 989 MANUAL IS NO LONGER
IN USE, AND HAS BEEN REPLACED BY THE 1987 MANUAL. ALL AREAS WHICH
WOULD BE CONSIDL:RED WETLANDS U NDER THE 1987 MANUAL ARE INCLUDED AS,
WETLANDS ON THIS PLAT. UNLESS THERE IS A CHANGE IN THE LAN,' OR OUR
PUBLISHE D REGULATIONS, THIS DE TERMINATION OF SECTION 404 JURISDIC-
TION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED THREE YEARS FRO`;
THIS DAT E.
K!j 7f

( NAME

1 4 1992
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