30-94 Town of Chocowinity

Permit Class Permit Number
NEW 30-94
STATE OF NORTH CAROLINA
Department of Environment, Health & Natural Resources
and',
., Coastal Resources Commission
for �..........................
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Town of Chocowinity, P. O. Box 145, Chocowinity, NC 27817
authorizing development in Beaufort County at Chocowinity Creek, adiacent N.C.
Hwy. 33 bridge as requested in the permittee's application dated
11/19/93 including
attached workplan drawings, sheets 1A-C dated 9/2/93.
This permit, issued on FEBRUARY 28, 1994 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be
subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) The area of emergent wetland vegetation which is to be excavated on the island will be restored
to its pre -project contours, preferably with the materials that are excavated. The applicant must
submit to the N. C. Division of Coastal Management a plan for approval on how the restoration
is to be accomplished.
2) All excavated materials will be confined above normal water level and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover
of solids into any marsh or surrounding waters.
3) Trench excavation will not exceed the dimensions as shown on application and plats.
4) Prior to any construction, an onsite meeting must be held at the site between the petmittee,
contractor, and representative of the Division of Coastal Management.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 1997
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
Roger . checter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Town of Chocowinity Permit #30-94
Page 2 of 2
ADDITIONAL CONDITIONS
5) Prior to beginning work on the project, a N. C. Department of Transportation encroachment
agreement must be obtained and a copy supplied to the N. C. Division of Coastal Management.
NOTE: Prior to pipeline installation, the permittee must obtain an Easement from the Council
of State through the Department of Administration's State Property Office.
NOTE: The Division of Environmental Management approved the project under General Water
Quality Certification No. 2664.

-� 30 9y
Co .
MEMORANDUM O f`
3 JAN 0 7 1994
David Gossett /) -
John Crew 4 / ."'.w"'•'«""«""�'.w
DATE: 14 December 1993
SUBJECT: Water/Wastewater Line Construction to the Cypress Landing Development
Proposal, Chocowinity Bay, Beaufort County, North Carolina
This proposal involves water and sewer lines crossings of Chocowinity Creek to supply those
services to the proposed Cypress Landing Development. The location of the crossings is within
the extraterritorial planning authority of the Town of Chocowinity and thus comes under the
auspices of the September 1993 CRC Certified Chocowinity Land Use Plan Update. While
Chocowinity has its own water treatment and distribution system, the project is further
complicated in that Chocowinity is connected to the City of Washington's wastewater system,
so sewer service Chocowinity provides to Cypress Landing will be treated by Washington, and
both Cypress Landing and Chocowinity are subject to the City of Washington's treatment
capacity.
The City of Washington's March 1991 CRC Certified Land Use Plan Update notes that average
daily usage is about 75 % of capacity (Page 17) and notes that when Chocowinity connects to
Washington's system, in 1991 usage will be raised to about 92% of capacity. No mention is
made as to what the City intends to do in future years, yet "The present capacity appears to be
adequate." (Page 21).
The Chocowinity Land Use Plan offers the following guidance on proposals of this type:
Page 8 - "The Town appears to have an adequate supply of water to serve demand.
Even assuming a large usage increase to accommodate the proposed Cypress Landing
Development on Chocowinity Bay, current water supply would be adequate, although
storage capacity would be short of a full days supply."
The Plan's discussion of sewage services is found on Page 9 as follows:
"Sewer Service. The Town has entered into a partnership situation with the City
of Washington to supply public wastewater treatment needs. During the course of this
update, the Town should begin operation of this system. Each existing septic tank will
be provided with a pump to move wastewater from the tank to the trunk line, which will
then be pumped to Washington for treatment. New development will still be required
to install a septic tank, but it will not be subject to the usual Health Department
permitting requirements, so minimum lot sizes may be reduced for future development
served by the sewer line. A major limiting factor for new development will be the
contract agreement between the Town and the City. A capacity of 120,000 gpd has been
committed to Chocowinity, with an option to purchase an additional 25,000 gpd at an

MEMORANDUM
Town of Chocowinity
Page 2
additional charge, but until the Town actually goes on line, no one is;sure what the
current .demand will be. Engineering estimates range from 100,000 gpd to the full
120,000 gpd. A major improvement project at the Singer Furniture factory could
significantly impact capacity reserves, if in fact such reserves exist. Washington has also
agreed to amend the capacity clause if necessary, should the Town allow the proposed
Weyerhauser development on Chocowinity Bay to tap into the Town's lines."
On Page 7 in the Plan there is note of 404 wetlands and AEC's within the Town's planning area
and acknowledgement that the Corps and Division of Coastal Management regulates these areas.
Town policy (Page 18) on freshwater swamps and marshes is; "The policy shall be to help
protect swamp and marsh areas from inappropriate development. Implementation shall occur
through periodic review of the local zoning scheme, strict enforcement of the zoning ordinance,
and support for State and Federal restrictions on destruction of swamps and marshes."
Town policy on 404 wetlands (Page 18) is; "The policy shall be tb support all development
which complies with federal controls."
Other policies in the preface to the Resource Protection Policy Section (Page 17) underline the
Town's strong support for natural resources and notes the Town's support of development only
if conducted in an appropriate fashion.
By definition (Page 36) AEC's and forested wetlands are considered in the Conservation Land
Classification. That class does not imply "non use" but rather careful and cautious management
of the uses allowed therein.
The Plan (Page 36) goes on to state that the Town supports the State's restriction of uses in the
Conservation class to uses such as: "2. Necessary utility service lines, such as water, sewer,
electrical, natural gas, etc., when demonstrated that the lines will not terminate on the land
designated as Conservation and the environmental integrity of the Conservation area will not be
violated."
If this proposal can be accomplished in accordance with applicable State and Federal
environmental protection requirements, my opinion is it will not be inconsistent with the 1993
Chocowinity Land Use Plan Update. However, if and when Cypress Landing comes on line,
arrangements as to future sewage treatment capacity may need to be addressed.
cc: JOn Parker
reston Pate

' 3
APPLICATION TRANSMITTAL/PROCESSING RECORD
J
A) Applicant: Town of Chocowinity County: Beaufort
Location of Project: East of the Town of Chocowinity adjacent to NC33 across
ocowini y ree
Date Application Received Complete by Field: 1 December 1993
Field Recommendation: Attached X To be Forwarded
Consistency Determination: Attached To be Forwarded X
Field Representative: D. Gossett District Office: Washington
District Manager Review:
B) Date Application Received in Raleigh: Fee Rec'd:
Public Notice Rec'd: End of Notice Date:
Adj. Rip. Prop Notices Rec'd: Deed Rec'd:
Application Assigned to: on
C) 75 Day Deadline: 150 Day Deadline:
Mail Out Date: State Due Date:
di
Federal Due Date:
Permit Final Action: Issue
Fed. Comments Rec'd on
Deny Draft on
AGENCY
DATE COMMENTS
RETURNED
OBJECTIONS
YES NO
NOTES
Coastal Management District Office
Division of Comm. Assistance
Land Quality Section
Div. of Env. Management
State Property Office
Div. of Archives S History
Div. of Env. Health
Div, of Highways
T�
Wildlife Resources Commission
Div. of Water Resources
Div. of Marine Fisheries
-"-•---------..

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Chocowinity
2. LOCATION OF PROJECT SITE: Beaufort County, 1 mile east of the Town of Chocowinity
adjacent to NC 33 across Chocowinity Creek
Photo Index - 1989: N/A 1984: N/A
State Plane Coordinates - X: 2,580,100 Y: 649,400 Washington LL
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6 December 1993
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 1 December 1993
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Public Trust Area
(C) Water Dependent: No
(D) Intended Use: Wastewater and Potable Water for Private Residential Development
(E) Wastewater Treatment: Existing - None
Planned - Connection to City of Washington Wastewater Treatment
Plant
(F) Type of Structures: Existing - None
Planned - 865 Residential Unit Development with Amenities
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
f 800 sq. ft.
(B) Non -Vegetated Wetlands
(C) Other
Open Water
f2,600 sq. ft.
(D) Total Area Disturbed: Cypress Landing - t340 acres
Lines at creek crossing - 3,400 sq. ft. or 0,07 acre
(E) Primary Nursery Area: None
(F) Water Classification: CSWNSW Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct wastewater and potable water lines
to serve Cypress Landing residential development.

TOWN OF CHOCOW 1iITY
Beaufort County
Environmental setting
The project site is where Chocowinity Creek, a tributary of Chocowinity Bay and the
Pamlico River, crosses NC 33 approximately 1 mile east of the Town of Chocowinity in
Beaufort County. At the site, the creek has a width of approximately 170' and a average depth
of -3' at normal water level. In the center of the creek is an island which is approximately 40'
in width and is vegetated by various types of wetland vegetation such as Juncus effusus, Hibiscus
W.p,,, Solidago Wp., etc. On both the east and west sides of the creek, the adjacent lands have
been previously disturbed by road construction. These areas are vegetated by a mixture of
upland grasses.
Project proposal
The purpose of the proposed project is to provide wastewater collection and to provide
potable water to the proposed Cypress Landing Development which is being constructed by
Weyerhaeuser Real Estate on Chocowinity Bay. The development along with its amenities were
previously permitted by the North Carolina Division of Coastal Management in 1989 when
CAMA Major Development Permit No. 181-89 was issued. At that time, the development was
proposing its own land application sewage disposal system and well system for potable water.
Since that time, arrangements have been made with the Town of Chocowinity and the City of
Washington to provide the services. In order to construct the necessary lines, Chocowinity
Creek must be crossed resulting in the application that is being considered. The applicant is now
proposing the following:
(1) The construction of 14,000 linear feet of 6" sanitary sewer force main and a 10"
water main along SR 1123 and NC 33 for connection into existing Town of
Chocowinity lines. At Chocowinity Creek, the lines will be placed within
existing NC Department of Transportation right -a -ways or the north side of NC
33. The lines will be placed approximately 10' apart within a subaqueous trench.
The trench will be f 170' in length ±20' wide and the pipes will be placed a
minimum of -3' below the existing creek bottom. Once the pipes are in place,
the trench will be allowed to backfill naturally. The sides of the creek will be
stabilized with 4" Geogrid along the disturbed area.

Town of Chocowinity
Beaufort County
Page 2
Environmental impact
The following environmental impacts will occur:
(1) ±800 sq. ft. of wetland vegetation as described under Environmental setting will
be excavated.
(2) ±2,600 sq. ft._ of open water area will be excavated.
(3) Some short term turbidity will occur during the trench excavation and pipe
placement.
David L. Gossett - Washington Regional Office - 9 December 1993

TOWN OF CHOCOWINITY
Beaufort County
CONDITIONS
(1) The area of emergent wetland vegetation which is to be excavated on the island will be
restored to its pre -project contours preferrably with the materials that are excavated prior
to commencing this activity. The applicant must submit to the North Carolina Division
of Coastal Management a plan for approval on how the restoration is to be accomplished.
(2) All excavated materials will be confined above mean high water and landward of,
regularly or irregularly flooded marsh behind adequate dikes or other retaining structures
to prevent spill -over of solids into any marsh or surrounding waters.
(3) Trench excavation will not exceed the dimensions as shown on application and plats.
(4) Prior to any construction, an onsite meeting must be held at the site between the
applicant, contractor, and representative of the Division of Coastal Management.
(5) Prior to beginning work on the project, a North Carolina Department of Transportation
encroachment agreement must be obtained and a copy supplied to the North Carolina
Division of Coastal Management.
David L. Gossett - Washington Regional Office - 9 December 1993

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 Chocowinity
Address P. O. Box 145
City Chocowinity State N. C..
tip 27817 Dayphone 919-946-6568
Landowner or X Authorized agent
b. Pro'ectname (if any � Cypress Landing
'Oft -Site Uti i Yes
c. If the applicant is not the landowner, also give the
owner's name and address.
Project to be in NCDOT right-of-
way
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary mad number
NC 33, 1 mile east of Chocowinity
b. City, town, community, or landmark
NC Hwy 33 at Chocowinity Creek
c. County . Beaufort
d. Is proposed work within city limits or planning
jurisdiction? Chocowinity ETJ
c. Name of body of water nearest project
Chocowinity Creek
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). 6" domestic sewer force
main and 10" potable water main
to cross Chocowinity Creek on
north side of NC Hwy 33
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
c. Will the project be for community, private, or
commercial use?
Community
d. Describe the planned use of the project.
Provide domestic sanitary sewer
potable water/fire protection to
planned Cypress Landing Development
and existing residents
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract NA
b. Size of individual lot(s) NA
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
WSL_at crossing 0.75'MSL (6/1/93)
d. Soil type(s) and texture(s) of tract
Dorovan - mucky peat
e. Vegetation on tract reeds, myrtle, gums.
Mowed grass to within 15 ft of water
line. Bridge
f. Man-made features now on tract
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
X Conservation Transitional
Developed Community
Rural Other
IL How is the tract zoned by local government?
NA
i. How are adjacent waters classified?-
Chocowinity Creek-CSWNSW (Jan 1, 1990)
J. Hasa professional archaeological survey been
ry caed out for the tract? n If so, by whom?
3191

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development
a. Type and number of buildings, facilities, plus m
g mct=,;proposeC
clubhouse, poo ennis, go course on.
and marina i
b. Numberof lots orparcels— 865
c. Density (Give the gnbyff ruesnifletntiPeurni s aanrdetpe
units peraore.) 1
d. Size of area to be graded or disturbed
340 +
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
Resoutxs? yes
£ Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
1.33%
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
asphalt
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? yes
L Describe proposed sewage disposal and/or waste
water treatment facilities.
Sewaae collection system and
conveyance to City of Washington
or, treatment
j. Have these facilities received state or local approval?
No
k. Describe existing treatment facilities.
i
L Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). No point discharge to state
waters, non -point drainage to
create lakes and wetland areas.
Water supply source Town of Chocowinity
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 abom wean sea level of the first habitable
floor?
6 EXCAVATION AND FILL N/A
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
(ML.W) or (NWL)
Boatbasin
**
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
M1iW
Upland fill
areas
b. Amount of material to be excpffed from below
waterlevel in cubic yards
c. Type ofmaterial Dorovan mucky peat
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
Yes, but restored to original contor
e. High ground excavation, in cubic yards
See narrative/cover letter
(3 mi highway ROW)
* Information compiled from 1989 CAMA 191
2 P,e mit/Annlication F r . i; al inP crossing

f Dimensions of spoil disposal area N/A
Excavated material to be returned
to origins ocation &contour
g. Locatio N�Aspbil disposal area
IL 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 auras?
• k. Will the fill material be placed below mean high
water? N/A.
L Amount of fill in cubic yards N jA .
m.Type offilMaterial 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
N/A
q. How will excavated or fill material be kept on site
and, erosion controlleedT
Adjacent overbank area to be used
or temporary receipt or excava e
materia , contained with silt
fence.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? backhoe, dragline
s. Will wetlands be crossed in transporting equipment
to project site? no 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 waterlevel N/A
c. ShorelinegTRon during preceding 12 months, in
Fnn,
d. Type of bulkhead material. N/A
e. Amount of fill, in �bic yards, to be placed below
mean highwatei
f. Type offillmatedal N/A
8 ADDITIONAL INFORMATION
to the completed application form, the follow -
In ad4i6ri;ink items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant clairas 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 permissioh from the owner to carry out
theprojecC
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 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.
3191

Lawrence Joseph Poore
Name
E/O Fred Poore
Address
P. O. Box
as ing on, N. Uab
Jimmie Flemming
Name
Address
Route 2, Box
ocowini y, . .
Name Dora Aya�s
Address Rt. 5• Sox 430
Williamston, NC 27892
s See additional names beuw .
A list of previous state or federal permits issued for
work on the project tract- Include permit numbers. .
permittee, and issuing dates.
CAMA 181-8 9-11-89
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 noticefor 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).
Bertha Jones
Rt. 2, Box 22
Chocowinity, NC 27817
Sallie G. Smith
Rt. 2, Box 25.
Chocowinity, NC 27817
Frank Lewis
Rt. 2, Box 24
Chocowinity, NC 27817
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND N/A
Any permit issued in response to this application will
allow only the development described in the application.
vibe project will be subject to conditions and restrictions
contained in the petmiL
I certify that to the best of my knowledge. the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information relaied
to this permit application and follow up monitoring of
projem
This is the � da of
Landowner or Auhhonzed agent
C. A. Williamson, Mayor
Town of Chocowinity
4
3/91

PROJECT NARRATIVE
This project consists of the extension of public water and wastewater utilities to service the
proposed Cypress Landing Company Development. Specifically, the extension includes
approximately 14,000 linear feet of a 6-inch sanitary sewer force main and a 10-inch water main.
The proposed route is from the development, northerly along NCSR 1123, NC 33, and Bragaw
Lane in the Town of Chocowinity.
The portion of this project to which this permit application applies is the subaqueous crossing
of these utility pipes under Chocowinity Creek. This crossing will be made in NCDOT ROW,
along the east side of the bridge carrying NC 33 over the creek.
The application information is that associated directly with this utility project, except that
information in Section 5 Upland Development pertains to the Cypress Landing project itself
which has been permitted previously and separately.

i
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I
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CYPRESS LANDING DEVELOPMENT
4QPMcKM&CFJ![ OFF -SITE UTILITIES
ENGINEERS• PLANNERS• SURVEYORS _ INITY
WMINGTON. NORTH CAROUNA RALEGH. NORTH CAROUNA LOCATIOGATT❑N .MAP
GREENMUZ NORTH CAROUNA s1ATHFlED. NORTH CAROUNA PLAN AND PROFILE
UKAWN WDT
JOB NO. 910.0011.0F
SHEET 1 _ B
OF SHEETS

W ESTIMATED
APPREDL LS - 20' HSL
GRADE W ISLAND
SLOPE AS STEEP AS
STABLE TO
HINIMRE IMPACTED AREA
APPR13X - 65 MSL ALLOW TRENCH TB FILL IN NATURALLY
_ ALL SPOIL MATERIAL TO BE SPREAD
ON ADJACENT HIGH G OLWM
I
TYPICAL TRENCH SECTI❑N AA
THROUGH CHANNEL
APPROX. - 6.E MSL
0.75 MSL (3/1/93)
10' ESTIMATED
CHANNEL BOTTOM
APPRO. - 30
SLOPE AS STEEP AS
STABLE TO
MDIDIZE IMPACTED AREA
ALLOW TRENCH TD FILL IN NATURALLY
ALL SPOIL MATERIAL TO BE SPREAD.
ON ADJACENT HIGH GROUND.
TYPICAL TRENCH SECTI❑N BB_
THROUGH CHANNEL
CYPRESS LANDING DEVELOPMENT __/__/_
4 M�� OFF -SITE UTILITIES SCALE AS NOTED
DRAWN WDT
ENGINEERS• PLANNERS• SURVEYORS TRENCH DETAILS roe No. g10.0011.OR
WLMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA SHEET _ q C
GRMWLE, NORTH CAROLINA seITinm, NORTH CAROLINA PLAN AND PROFILE I __

r
.r
TO
o;;ffl%::: �� . McIQM&CREED
.0000
NCDEHNR
1424 Carolina Avenue
Washington,,N. C. 27889
GENTLEMEN:
WE ARE SENDING YOU
❑ Shop drawings
❑ Other
LETTER
OF TRANSMITTAL
DATE 11/24/93
1 PROJ.NO�910-0011.OR
ATrENrION David Gossett
RE: Cypress
Landing Development
Offsite
Utilities
126Attached ❑ Under separate cover via the following items:
❑ Prints 9 Originals —_ Samples ❑ Specifications
9uan.
Dwg. No.
Description
Status
2
Application for Major Development Permit
7
Return Receipts - Notification of Adjacent
Landowners
-:4
F
Status Code: A. Approved C. Rejected —Re -submit E. For your information
B. Approved as noted D. Revise and Re -submit F. Refer to remarks
REMARKS Work on NCDOT ROW, encroachment agreement is in process.
SUITE 117, BUILDING 1 5625 DILLARD ROAD CARY, NC 27511 919/233-8091
aa: {�Mc'KIIMMM &/CREED ENGINEERS, PA
SIGNED
Timothy J. Baldwin, P.E.

MEMORANDUM
TO: Jim Mulligan
Deborah Sawyer FROM: David GossettK a
DATE: 10 December 1993
SUBJECT: Application for CAMA Major Permit and/or Dredge & Fill Permit
Town of Chocowinity
Beaufort County, North Carolina
Attached is an application for a CAMA Major and/or a Dredge & Fill permit which was
received by me on 1 December 1993. I am considering this application complete, have
acknowledged receipt, and have begun processing.
If you have any questions do not hesitate to contact me.