Ver _COMPLETE FILE_19820726

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UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
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4PM-EA/BRN
JUL 19 1982
REGION IV
345000RTLAND STREET
ATLANTA, GEORGIA 30365
Colonel Robert K. Hughes
District Engineer
U. S. Army Corps of Engineer
P. 0. Box 1890
Wilmington, North Carolina 28402
SUBJECT: City of Havelock
(SAWCO 82-N-025-0221)
Dear Colonel Hughes:
JUL 26 02
Div. of Environmental Mgt*
Raleiaha N= C•
JUL 2$
WATER Q UA L.I'? 1(
SECTION
This is in response to the above-referenced public notice regarding
a proposal by the City of Havelock, North Carolina, to construct a
roadway some 80 feet wide and 310 feet long across the east prong of
Slocum Creek and to channelize 550 feet of the creek downstream from
the crossing.
While we will not inspect the site, we have discussed the proposed
work with National Marine Fishery Service and U. S. Fish and Wild-
life personnel who have inspected the area. They, as well as the
Office of Coastal Management, find the area to be crossed a high
quality, four-acre wooded swamp vegetated with bald cypress, tupelo,
red maple and gum. Some 23,000 square feet of this area will be
permanently altered by the proposed road. In addition the down-
stream channelization of 550 feet of the stream will result in the
alteration of another 8000 square feet of wetlands as a result of
spoil deposition and may contribute to draining of the existing
wetlands... Channelization will also reduce the overbank storage
capacity of the wetland system exacerbating both high and low flow
conditions and. will reduce the swamp's ability to remove sediment
and associated pollutants from flood waters and surface runoff.
In our opinion, the proposed work is contrary to the Section 404
Guidelines and should be denied. Hdrwever, if no practicable
7
O? 11 Y ?

2
alternatives are available to the City of Havelock for gaining
additional access to the Woodhaven area, this office would
reconsider our recommendation for denial provided the project is
modified to minimize wetland impacts.
Sincerely yours,
Howard D. Z T er
Assistant R ional Administator
for. Policy and management
cc: See Attached

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•
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cc: Ms. Mike Gant, Field Supervisor
U.S. Fish and Wildlife Service
Raleigh, North Carolina
Mr. Robert F. Helms, Director
North Carolina Division of Environmental Management
North Carolina Department of Natural Resources
and Community Development
Mr. L. P. Benton, Jr., Chief, Environmental Operations
Division of Environmental Management
North Carolina Department.of Natural Resources
and Community Development
Mr. Michael L. Davis
U.S. Army Corps of Engineers Field Office-
Nashville District Eastern Field Group Office
Mr. Stuart Critcher
North Carolina Wildlife Resources Commission

DIVISION OF ENVIRONMENTAL MANAGEMENT
June 17, 1982
MEMORANDUM
TO: R. L. Talley, Jr.,
Environmental Engineering Tech III
FROM: William J. Moore, Environmental Eng. Tech
Washington Regional Office Alk N ?
SUBJECT: Dredge and Fill Application y':r
City of Havelock
Craven County
The subject project is located near the intersection of the Atlantic and East Caro-
lina Railroad and US Hwy 70, in the City of Havelock. A site investigation was
conducted on June 15, 1982.
The city of Havelock proposes to construct a street across the East Prong of Slocum
Creek in order to provide access from Belltown Road (SR1739) to US 70. The proposal
will include (1) filling approximately 31,000 square feet of wooded swamp, (2) Approxi-
mately 2000 square feet of stream bed and (3) the excavation of a channel 550' long
X 30' wide X 2' + deep. The main purpose of the channel is to provide drainage.
Culverts will be placed in the stream bed to provide drainage through the fill area.
There will likely be an increase in stream turbidities and possibly an increase of
other pollutants above background levels. However, it is not anticipated that this
project activity will have a significant adverse impact on water quality.
It is recommended that-a 401 certification be issued.
WJM/ekw
25NTU
JUN 18' 02
WATER QUAUTY .
4

s DIVISION OF ENVIRORM121'k`AI. MANAGEMENT"
J4h
a ;191982
1 EWRANDUM p'
TO: R.. L.' :Talley, Jr. ,
Environmental. Engineering Tech. ;III... AUG
2
nOM: William J. Moore, Envisons'Sental Eng. Tech
'?t?ALiTY
- Washington Rngicanal Office ,d??+? WATER
SECTION
SUBJECT: Dredge ..and Rill Application
City of Havelock
Craven County
The subject project is located near.the intersection,of the Atlantic and East Caro-
lina Railroad and LS Hwy 70, in the City of Havelock. A site-investigation was
conducted on June 15, 1982.
The city of klavelock.proposes to construct a. street across the East.Pron4r* of Slocum
Creek in order to provide access from Belltoum ?load (SR1739) to US 70. The proposal
will include (1) filling approximately 31,000 square feet of wooded swamp, (2) Approxi-
mately A2000 square feet of stream bed and (3) the excav ttion of a channel 550` long
X 30' pride .Z 2' Of d6ep. The main purpose of the channel is to provide drainage.
Culverts will be placed in tie stream bed to provide drainage through the fill area.
There will likely be an increase in stream turbidities and possibly an increase of
other pollutants above. background levels. However. it is not anticipated tilat this
project activity will have a significant adverse impact on water quality.
It is recommended that. a 4031 certification be issued.
WJH/ekw
2)` s 11 ?
?:

4 1 w r
North Carolina Department of Natural
?.?
Resources &Community Development
James B. Hunt, Jr., Governor Joseph W. Grimsley, Secretary
May 24, 1982
OFFICE OF
COASTAL MANAGEMENT
Kenneth D. Stewart
Director
Telephone [phone]
AUG 13 W2
Mr. Robert F. Helms, Director WATER QUALITY
Water Quality Section
Division of Environmental Management SECTION
Raleigh, North Carolina 27611
Dear Mr. Helms:
The attached copy of an application submitted by:
Applicant's ame
IO&I'm Crack ?'r Van
Location of Project County
for a State permit to perform excavation and/or fill work in
coastal North Carolina and for a CAMA major development
permit...
_ for a CAMA major development permit (only) ...
... is being circulated to State and Federal agencies having jurisdiction
over the subject matter which might be affected by the project.
Please indicate on the reverse side of this form your viewpoint on
the proposed work and return it to me not later than
?une 9, 1982
4J,incerely,
Parker, Jr.
Permit Coordinator
JRP:ap:951
P. 0. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Action Employer
(A) This agency interposes no objection to the proposed war. q
(B) Dredge and/or Fill. This agency objects to the project
as proposed. The objection is based upon findings which
lead to the conclusion that there will be one or more
adverse effects as covered in G. S. 113-229 (e) 1-5.
(e) (1) ...that there will be significant
adverse effect of the proposed
dredging and filling on the use
of the water by the public;
(e) (2) ...that there will be significant
adverse effect on the value and
enjoyment of the property of any
riparian owners;
(e) (3) ...that there will be significant
adverse effect on public health,
safety, and welfare;
(e) (4) ...that there will be significant
adverse effect on the conservation
of public and private water
supplies;
will be significant
adverse effect on wi x e or
fresh water, estuarine or marine
fisheries;
(C) CAMA Major Development. This agency objects to the
project as proposed. The objection is based upon
findings which lead to the conclusion that a violation
would occur as covered in G.S. 113A-120 and/or 15
NCAC 71. The following reference indicates the
specific citation by which objections have been
made.
(D)- Agency findings relating to items A and/or B-
and/or C are hereby detailed.
(E) Comments are submitted that do not directly relate
to item B and/or C but are relevant to the public
interest. (These comments will be forwarded by the
Department of Natural Resources and Community Development
to appropriate State or Federal agencies).
signe
date
vFIELD INVESTIGATION REPORT
1. Applicant's name The City of Havelock (Craven County)
2. Location of project site Havelock, East Prong Slocum Creek, appx. 1000 ft. south o
US Hwy. 70 bridge
3. Investigation type: Dredge & Fill CAMA X only
4. Investigative procedure: (A) Dates of site visit April-29, 1982
(B) Was applicant present yes
5. Processing procedure: Application received4-21 & 5-6-82 Office Morehead City _
6. Site description: (A) Local Land Use Plan Havelock
Land-classification from LUP Conservation
Development constraints identified in LUP
See "CAMA Review"
(B) AEC(s) involved: Ocean Hazard Estuarine shoreline
Coastal wetlands Public trust waters X
Estuarine waters Other
(C) Water dependent: Yes X No Other _
(D) Intended use: Public X Private Commer(;:.al
(E) Type of waste water treatment: Existing . N/A i
Planned
(E) Type of structures : Existing ;;,,tto Am 1S8
Planned Access road
N/A ???`£.R ?IJALI(G) Estimated annual rate of erosion Source
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
(B) Non-v-egetated wetlands:
Streambed 550'x30' = 16,500.4-fr
Streambed 100'x20' = 2000 sq,fi-_
(C) Other:
Wooded swamp 80'x290' = 23,200 sq.ft.
Wooded swamp 4 (100'x20') = 8000 go-ft
(D) Total area disturbed: 1.1 acre
8. Project summary The applicant proposes to construct a new road some 80 ft wide and
310 ft long across the east prong of Slocum Creek The project also involves
-channelizing downstream some 550 ft.
a
9. Narrative description
The project site is located some 1000 ft. upstream of the US Hwy. 70 bridge which
intersects w
i ith the east branch of Slocum Creek in the City of Havelock, Craven
County. The inland waters of Slocum Creek at this point are also considered a pub-
r
lic trust ar ea of environmental concern. Access via land is next to impossible due
g to the dense stand of wooded swamp on either side of the str eam. Therefore, field
observations were made from a more accessible location both above and below the pro-
' ject.
The City of Havelock is requesting authorization to construct a.major road connect-
ing a large portion of the town known as "Woodhaven" on the west side of the creek
with the east side of town. At present, only Belltown Road provides access to this
area. In order to accomplish their needs, a corridor some 100' wide by 300' long
will be cut through the wooded swamp and across the upstream bed. Plans inclu_dg_a
causeway fill to the center line of the stream where 3-5 culvert pip s will be in-
stal a to accommo ate normal stream flow as we 1 a? ?r.,r?, L*arPrs.
In addition, Alternative Plan B-x&quires channelizing downstream of the new road
for a distance of 550' with a project width of 30'. Dred Zed-material from this
operation will be stock.]gd ?n alternating fashion on either side of the creek.
The reader is encouraged to review the attached application plans and the narra-
tive supplement provided by the City of Havelock.
10. Anticipated impacts
The proposed project will directly displace 2,000 sq.ft. of stream bed considered
public trust waters, and some 23,200 sq.ft. of adjoining wooded swamp. The appli-
cant has provided supportive statements as to the necessity of this road and the
public benefits that will be derived from-its construction. This office is reminded
that the navi abilit of the creek-will be-reinstated (to some de ree b the ro-
? posed culvert pipes under t e roa Problems associated with erosion and sedimenta-
tion appear to be the most important issues during the actual construction of the
road.
Lone term adverse imvacts mav_o_c as a result of channelizing the 550' section of
the creek. These impacts. include the possible- drainingo-f the wooded swamp and.
shif intint g the hydrologica_l.__functions of the stream further down Slocum Creek. As a
result, water quality of Slocum Creek m_ay decrease as levels_of sediments and other
pollutants enter the waterway further down. These conditions will become more evi-
dent during periods of heavy rains and runoff. Additional losses to the wooded swamp
habitat will be sustained as the dredged spoils are stockpiled along the new channel
alignment. At least 8000 sg.ft. of additional vegetation will be destroved by the
spoil. This will most certainly ter the natural flow of the.wate.rs through the
wooded swamp.
CAMA Review
The land classification scheme within the land use plan for Havelock designates the
waters and wooded swamps of the east prong of Slocum Creek as "conservation." On
Pages 61 and 62 of that document, we find the purpose and description of the conserva-
tion class and they read as follows:

"The purpose of the conservation class is to provide for effective long term manage-
ment of significant, limited, or irreplaceable areas. This management may be needed
because of its natural, cultural, recreational, productive, or scenic values. These
areas should not be identified as transition lands in the future. The conservation
class should be applied to lands that.-contain major wetlands, essential undeveloped
shorelines that are not unique, fragile or hazardous for development, necessary
wildlife habitat, or areas that have a high probability for providing necessary
habitat conditions, publicly owned water supply, watersheds and aquifers and forest-
lands that are undeveloped and will remain undeveloped for commercial purposes."
The above quotations are then followed by another statement that supports the city's
need to construct the proposed road, and it reads....
"The City of Havelock will allow development within conservation class lands to en-
sure public access. Examples of this type will include boat ramps, docks, power
easements, etc. "
This observer is confident that the proposed road qualifies for such an exemption
under their requirement to "ensure public access." However, it is unclear if the
land use plan supports the proposed channelization of Slocum Creek.
The land classification map further supports the City's request by showing that
the proposed road will connect large developed and transition areas on the west
side of the creek with the rest of the town on the east.
In terms of CAMA's Use Standards for the public trust areas of environmental con-
cern, the project has demonstrated the public benefit which will be derived from
the proposed road crossing. However, the problems associated with channelizing
the creek remain questionable, and such activities are generally considered incon-
sistent with the state's management objectives.
Submitted by James L. Mercer Date''' S,-,.Z L- '?/-Z-"
` - 1?Yvr-
APPLICATION
FOR ` J 21 ??oL
PERMIT TO EXCAVATE ANDJOR FILL WATER QUALITY CERTIFICATIO .
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOrF ?
Department of Adm;nktratlon Scats or North Carotleu . Department of s rmy
(GS 14512) Department of Natural Resources and Communlty Development Corps of Engtnsets, W
(GS 113-229,143-215.3(a)(1), 143.215.3(c), 113A-111 (33 CFR 209.32t)1d39r
Please type or print and fill in all blanks If information is not applicable, so indicate by placing N/A in blank
1. Ap-plicant Information '
A. Name_ Havelock, City of AUG 13 02
Last First Middle
B. Address P. O. BOX 8 ??„
. Street, P. O. Box or Route Havelock, N C. 28532 SECTION
City or Town State . Zip Code Phone
Il. Lorcation of Proposed Project:
A. County Craven
B. 1. City, town, community or landmark Havelock, North Carolina
2. Is proposed work within city limits? Yes X No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
East Prong of Slocum Creek
lit. D-uriptionofProject New City Co_rinector Street Crossin
A. 1. W..aintcnance of existing project N/A 2. New work East Prong of Slocum Creek
B. Purpose of excavation or fill
1. Access channel _ NIA length width depth
2. Boat basin N/A length width depth
3. Fill area New Street length 80' width310± depth 14' at centerline crossing
4. Other Charnel Exca-vati on length 0' width20 t depth 2 t ± -
C. 1. Bulkhead length N A Average distance waterw•ard of MHW (shoreline) NIA
2. Type of bulkhead construction (material) N/A
D. Excavated material (total for project)
1. Cubic yards 2260} 2. Type of material.-Muck
E. Fill material to be placed below MHW (see also VI. A) -
1. Cubic yards 800} 2. Type of material Select Borrow
IV. Land Type, DispmA Area, and Construction Equipment:

g

A. Does the area to be excavated include any marshland, swamps or other wetland? Yes y,'_ No
B. Docs the disposal area include any marshland, swamps or other wetland? Yes _X_No
C. Disposal Area
1. Location-Adjacent to Excavated Channel
2. Do you claim title to disposal area! No
T'
D. Fill material source if fill is to be trucked in Borrow Pit
E. How will excavated material be entrapped and erosion controlled? i r? R? p-nf3 VP D? f a t i r?rt
F. Type of equipment tube used Dozer, Pan, Roller, Dragline, Power Shovel _
G. Will marshland he crossed in transporting equipment to project site? If yes, explain 110
* This is for Alternate "A". For Alternate "B" Length 60', Width 310'
Depth 14' at centerline crossing
tF-B1
. 10/14

V. L-t`:? L at l'ra'sct Arc a (C r-?? :;)
A. 1. Private h*/A
2. Corr-mvercial pro-n-c' o -c tor ?S'? rem; t fob C_ ty Q f R?va1QJ;-k
3. F.=sirg D=re-cop;n=nt or Industrial NIA
4. Other Channel Excavation for Drainage Release
B. 1. Lot size(s) MLA
2. Elevation of Iot(s) a=F+pve mean high water _-,w;74,A
3. Soli type "texture Sandy Loam/Muck
4. Type of building facilities or structures New City C cnnee t or S tre e t
S. Sewage disposal and/or waste water treatment A. Existing NLA Planned 11/A
S. Describe NIA
6. Land Classification (circle one) DEVELOPED L
C SERVATIO OTHER
VI. Peruining to Fill and Water Quality:
COMMUNITY RURAL
..._ (See CAMA Local Land Use Plan Synopsis)
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X_No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planner; use of the
area following project completion? Yes-No X_-Same as Existing
2 Type of discharge _ Storm Water
3. Location ofdischargeat Culverts under street and as existing.
Vll. Present rate of shoreline erosion (if known): None
Vill. List permit numbers and issue dates of previous Department of Army Corps of En:ineers or State permits for
. work in project area, if applicable: VGA
IX. Lend of time required to complete project: 120± Days for Total Project
X. In atfdition to the completed application form, the following it-ems must be providad:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant .
claims title to the affected property. OR if 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 on his land.
B. Attach an accurate work plat drawn to scale on 8% X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113.229 (d))Enter date served pr3 19, 1982
0. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
Wimco Corporation, P. 0. Box 121, Washington, N. C. 27889
Cieszko Construction Cor,aany,Inc., P.O.Box 506, Havelock, N.C. 28;
W. J. Darnell, 17,5 Drum Inlet, Morehead City, N. C. 28557
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolinas approved coastal management program and will be conducted in a
manner consistent with such program.
X(l. Any permit issued pursuant to this application will allow only the dcvclopmcnt described in this appli•
cation and plat. Applicants should therefoie describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE C_?
??ayor ti I-Iavp,?pqA?'s Signature
D&F-82 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rmr. 10179
NARRATIVE SUPPLEMENT
TO
PERMIT APPLICATION
FOR
CITY OF HAVELOCK
CONNECTOR STREET CROSSING
• OF
EAST PRONG SLOCUM GREEK
OWNER:
City of Havelock
P.O. Box 301
Havelock, North Carolina
ENGINEER:
James E. Stewart and Associates,Inc.
P.O. Drawer AD
Jacksonville, North Carolina
The City of Havelock has over the past several years, witnessed a great amount
of development. A good portion of this development has been in the area lying to
the West of U.S. Highway 70, the major traffic generator for the Havelock area. A
great portion of this development lies within an area subtented by Miller Boulevard
and Belltown Road. Miller Boulevard is the major thoroughfare for vehicular move-
ment West of U.S. Highway 70 with Belltown Road being the only access to the
Woodhaven Development and Belltown. Belltown presently has some minor development
but has a considerable amount of land area that can and is expected to soon be
developed.
The convergence of the traffic from Miller Boulevard and Belltown Road together
upon the intersection of Miller Boulevard and U.S. Highway 70, along with the
location of the Atlantic and East Carolina Railroad, create two major traffic
problems. The first problem is due to the closeness of the two intersections,
I . '
approximately 150 feet. During the early morning rush-hour and other peak traffic
flows, the "bottlenecking" of the traffic from both these arteries create enough
spontaneous waiting traffic at the intersection of Miller Boulevard and U.S. Highway
70 that the waiting traffic quite often extends well beyond the intersection of
Miller Boulevard and Belltown Road. This prevents any traffic access, for a turn
in either direction,from Belltown Road onto Ydller Boulevard. Vahicular ingress
to or emergency egress from the Woodhaven/Belltown area is considerably restricted.
The second, and probably the most significant problem, is created at the
intersection of Belltown Road and the Atlantic and East Carolina Railroad. A
previous derailment near this intersection has inspired the undertaking of this
project. Should a derailment occur at the intersection, or within sufficient
distance of the intersection to prevent free-flow of traffic, the Woodhaven/Belltown
area would be completely isolated from the remainder of Havelock.
Thus, the City of Havelock is budgeting for and is prepared to proceed with
the construction of the "Woodhaven Drive Extension" as second means of access to
the above areas. The"project will begin at the intersection of Woodhaven Drive
and Belltown Road and proceed across the East Prong of Slocum Creek to an
intersection to be created with U.S. Highway 70.
There are presently two alternatives in the nature of the actual crossing of
the creek. Alternate "A" is based on an existing 60-foot access held by the City
of Havelock: Alternate "B" is based on a recommended access width of 80-feet.
As a supplement to the major project, the cleaning-out of the area lying between
"Woodhaven Drive Extension" and the Atlantic and East Carolina, Railroad, is being
requested in order to allow for a better "free-flow" movement_of waters in this
area.
It is respectfully requested by the citizens and the Board of Commissioners
of the City of Havelock, that all due expeditience and consideration be given in
the approval of this application.

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PROPOSED STREET CRQSSING O
OF EAST PRONG SLOCUM CREEK
HAVELOCK .
CRAVEN COUNTY STATE, N.C.:
APPLICATION BY CITY OF HAVELOCK
JAMES -E. STEWART & ASSOCIATES, INC.
JACKSONVILLE, N.C.
4EET I OF4 DATE: 4/5/32
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GRAVEN CO. STATE N.C.
APPLI CATIOQ vY:
CITY OF' HAVE?OG?G. ,
JAMES c, yTEWA2T A550C.? ?1?.
COti SV?7 N6 EUCI:NE E2il :1ND S.1CV 6YORf,
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THE SUN-JOURNAL
SHOWTIME AND THE SENTINEL
P. O. BOX 1149 226 POLLOCK STREET PHONE [phone]
NEW BERN, N. C. 28560
• N.C. Division of Enviromental Management
• Water Quality Section NOV 22 1985
• P.O.Box 27687
Raleigh NC 27611
ADMINISTRATIVE SERVICES
RESOURCE MANAGEMENT
DUE 15TH OF THE FOLLOWING MONTH.
LINES OR j TOTAL LINES
DATE I CODE INCHES USED I ORINCHES CHARGES CREDITS BALANCE
THIS DATE I TO DATE
BALANCE FORWARDED
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MEMO.
TO:?n ?-I s
DATE:
SUBJECT: .?
s- A Flo e - Pale- &4ft da*.
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?. North Carolina Department of Natural
Resources &Community Development
.?.?L,,.
IMPORTANT
Date Time
WHILE YOU WERE OUT
of
TELEPHONED PLEASE CALL
CALLED TO SEE YOU WILL CALL AGAIN
WANTS TO SEE YOU URGENT
RETURNED YOUR CALL
Messa
Signed
N. C. Dept. of Natural Resources and Community Development
RE C E DIVISION OF ENVIRONMENTAL MANAGEMENT
Nov November 8, 1985
MEMORANDUM WATER QUALITY SECTION'
OPERATIONS BRANCH
TO: Bill Mills ,,--))
FROM: Bill' Moore, Environmental Engineering Tech tkp
Water Quality Section
SUBJECT: General Certification for Emergency Activities
City of Havelock
Craven County
The city of Havelock has requested permission to conduct emergency repairs to an
existing roadway. The roadway crosses the east prong of Slocum Creek in the city
of Havelock.
Due to heavy rains and excessive flooding, an 80 ft. section of roadway washed out,
depositing fill material in the stream bed and the adjacent swamp. I met with Mr.
Ralph Kennedy, city manager, and Rudy Smithwick, land quality engineers on 11/8/85,
at the site. We discussed repair work proposed by the city to protect the remaining
roadway structure and prevent further deposition of fill material downstream.
The repair work involves:
(1) Placement of stone and rip-rap in the breached area approximately
80 ft. long x 85 ft. wide, and 3 ft. deep.
(This work should not extend beyond the areas already disturbed by
the roadway)
(2) Construction and repair of silt fences along the slopes of the roadway
(no fill in wetlands or surface water).
(3) Any new work involved in the completion of the roadway should be covered
under a 401 water quality certification.
After conferring with Mr. L. P. Benton on 11-8-85, I phoned Mr. Kennedy and told
him that the proposed repair work could be covered under the general certification
for emergency activities (WQC 13.33). It is suggested that this information be
confirtped by letter to Mr. Kennedy as soon as possible.
WJM/ekw
cc: Rudy Smithwick
Jim Mulligan
Pet„-.t Class Permit Number
Modification/Minor STATE OF NORTH CAROLINA 159-82
Revised Department of Natural Resouipes,,gnd Community Development
and
,
Coastal gesources Co'nimission
et. i1. ?t
q for f °
Major DevelopMent in attie' f Environmental
.10
Concern pursuant to I+i?X,S` t 3A,I 18
Q Excavation andror:ftliing pursuant to NCGS 113-229
issued to City of Havelock. P. 0. Box 368, Havelock, NC_ 28532
authorizing development in Craven County at Slocum Creek, East Prong (upstream
of US 70 at Woodhaven Drive) as requested in the permittee's application dated 10/10/85 including
attached plats, sheets 1-3 of 3, dated 10/10/85.
This permit, issued on //,4/,85- , 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 subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
(1) This permit authorizes causeway construction as described in the revised
work plat drawings for a total base width of no more than 95'.
(2) All fill material and construction must be confined to the alignment as
shown on the work plat drawings in such a way as to prevent erosion of
the solid materials into the east prong of Slocum Creek and its adjacent
wetland areas.
(3) The permittee is required to revegetate the outer slopes of the causeway
fill with wetlands vegetation as originally described in the application
request.
NOTE: The permittee is strongly urged to protect the waters and wetlands of
the Slocum Creek system from encroachment, fill and other alterations
because of its value to local citizens in the form of fish and wildlife
resources; flood control and open space.
(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, 1986
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 DNRCD and
the Chairman of the Coastal Resources Commission.
David W. Owens, Director
Office of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
City of Havelock Permit #159-82
Page 2 of 2
ADDITIONAL CONDITIONS
NOTE: A Section 401 Water Quality Certification is required for this project
and is being processed by the Division of Environmental Management.
APPLICAT ION ' O C 1 •) V
FOR
ICATIQV _,,,,-------°°-
PERMIT TO EXCAVATE AND/OR FILL WATER OUAUTY CER ..• AT1
EASEMENT IN LANDS COVERED BY WATER UAMA PERMIT FOP, MAJOR DEVELOPMENT
Department of Administration State North Ga ural Department of the Army
Department of Natural Resources and Community Development Corps .320-329ilmingeon District
(GS 141112) (GS 113-229,143.215.3(a)(1), 143.215.3(c), 113A•119 (33 CFR 209.320.329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information -Havelock, Ci
-'
A. Name ......::.-y Last
of
First
Middle
Box
6. Addre?jJ? .0. 3413
l Street, P. O. Box or Route
Havelock North Carolina 28532 919/447-8152
City or Town State Zip Code Phone
1, Location of ProeffoePnoject:
A. County Havelock, North Carolina
8. 1. City, town, community or landmark
2, Is proposed work within city limits? Yes X No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
East Prong of Slocum Creek
Widening of Woodhaven Drive at East Prong
I11. Description of Project of Slocum Creek
A. 1. Maintenance of existing project N/A 2. New work
B, Purpose of excavation or fill
1, Access channel N/A length width depth
2. Boat basin N/A length width -depth ?
-*SEE BELOW length 3101 width 151 depth _average new shoulder height
3. Fill area
4. Other N/A length width depth
N/A
C. 1. Bulkhead length Average distance wate wwrrd of MHW (shoreline)
2. Type of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards N/A 2. Type of material
E. Fill material to be placed below MHW (see also VI. A) Selecr Borrow Ran
1. Cubic yards 900+1- 2. Type of material Rip-Ra
IV, Land Type, Disposal Area, and Construction Equipment:
A. Dues the area to be excavated include any marshland, swamps or other wetland? Yes X X No
B. Dues the disposal area. include any marshland, swamps or otter wetland? Yes No
C. Disposal Area N/A
1. Location N/A
2. Do you claim title to disposal area?
' Borrow Pit
D. Fill material source if (ill is to be trucked in ? Rill Ran and VP ration
E. How will excavated material be entrapped and erosion controlled.
Dozer, Pan, Roller
F. lypc ul equipment tn;he used No
G. Will marshland be crossed in transporting equipment to project site? If yes, explain
* 151 -- approximate average widening of shoulder width at Woodhaven Drive
(7.51 each side of road)
&F-RI
•, o"w"m ct use at rralccs nrsa turesenaar
A.1. Private
2. Commercial Connector street for City of Havelock
3. Housing Development or Industrial N/A
. ,
4. Other N/A -
0. 1. Lot size(s) N/A
2. Elevation of lot(s) above mean high water N/A -
3. Soil type and texture Sandy Loam/Muck
4. Type of building facilities or structures widened shoulder embankment at Wnndhave?n Drive to sty
slope failures on existing shoulder embankments that have caused road to be closed,
5. Sewage disposal and/or wastewater treatment A. Existing N/A _ Planned ujA__ --
D L. N/A
VI.
8. escrn e
b. 'Land Classification ci a one D LOPED
ONS MtV O
Pertaining to Fill and Water Quality;
ZANSITIONAL COMMUNITY RURAL
(See CAMA Local Land Use Flan Synopsis)
A. Does the proposed project involve the placement of fill materials below mean high water?
Yes X No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes_,,,_ No X
2. Type of discharge Storm Water
3. Location of discharge. Culverts under street and as existing
VII. Present rate of shoreline erosion (if known): , Localized slope failures at existing emhankcmentc _
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work in project area, if applicable: DNRCD CRC - 159-82
IX. Length of time required to complete project: 150+/ days for total project.
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if 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 on his land.
8. Attach an accurate work plat drawn to scale on 8%2 X 11" white paper (see instruction booklet for
details), Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113.229 (d))Enter date served cto er 14, 1985 -
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below,
Modo, Inc., 803 East Main Havelock NC 28532
iesz o Construction Company, Inc., P.O. Box 506, Havelock NC 28532
W.J. Darnell, 175 Drum Inlet, Morehead City, NC 28557
XI. Certification requirement: 1 certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
XII. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and.lapd clearing. d
DATE October 10, 1985

App cant's Signature
Thomas F. Mvlett, Mayor
p6F'BZ SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10178
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NOTE: 0'0 ED
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INFORMATION TAKEN FROM CITY ?' °` + C7 0
OF HAVELOCK ZONING MAP. A REq ? 1+ 1+ •
400 200 0 400
BELL ? ? C
SCALE I"=400 TOWN,
VICINITY M4 'p --= --L
PROPOSED STREET CROSSING
OF EAST PRONG SLOCUM CREEK
HAVELOCK r-
CRAVEN COUNTY STATE,N.C.: -rn
APPLICATION BY CITY OF HAVELOCK Zc:l
BLACK & VEATCI , INC. (7 =
SHEET 51 OF 0, NOQATE 10/10/85 -a,b

A7'LANr/ F?"3T , C?A?041NA RAIL CAD
PROP?I?TY OWNE,t2J
AMEA eo I. MODO INC.
60J Eaet Matn
A Ex/3r_ Havelock, N. C. E85ZC
CN.oIVNEL
2. C/EJZ KO CON1T. CO., INC.
P, 0. dox ,SO?o
G i lyave/ock, N C. ?859C

4 W ; y. W i.1. DAR N E L L
/75 Ordim //7/of
More head City, N.C. 28557

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extended up fo neio
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PURPOCE :
To Itobi//'=e fi11 alopeo
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PROP0IED
WIIOEN/ NG OF
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EAST PRONG OF CLOCUM
C zLrE K
HOVC10C14, Croven Coup fy
Norih Carolina
APPLICATION BY:
coq of Hove /o c k
B/ao k 0 Va o fc h, Inc.
Ao e b o ro, N. C.
3'fieet z of 3 /0//0/85
PROPGRT Y OWNER)
/. MODO /NC.
603 East Morn.
Nave/ock, Al C. cas- a
8. C/ E C Z K O CONJT. CO., INC.
00. box 50fo
Havelock, N .C. ?. W. d. DARNELL
I .. 1 I _. /75 Drum /n/et
wew Rood- , __ a More head Coq, N.C. &8557
ExiSf, Rbac 1 ?.5
NOTE'
Exit _ cord rail ( )
Vege to Lion along toe
of' ecfl cn fo be
"IMo / t ers Wild millet",
A4w 610fa Exir?/Ir7 ('Echinochloa Wo/torl)
Poe iew4en4om X4:1 s" or Woter Hemp (Aenida
3 a:l tlypJ
Cannabin a )
,p/pR4ro V NOTE:
v I
t All a/evafions- bated
VeegqG ?IVe ( co I on A4. 1L Qo to m (NGVD
jbl6n4inc? 1 / gag)
love t. Inlet pipes to be
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I / ,¢I Pill O lope s.
4 5
?i New road PuR P05 E'
ce`llo' To ??ci bi'/fZ a t'i'/l ?tope?
on Woodhoven Drive by
5ECTIOW AT t OF. G00661I4& "Jidernin ahoulder .7/opes
PROP0560
WIDENING OF
W 40 W .ao to o so WOODHAVEM DRIVE GO
Horirrn o_ EA 5 T PRO N d OF C L O C uM
CEE'EK
;o O J4 -491 o ?o
Hovelock, Croven County
North Carolina
APPLICATION DY:
Clfy of. Hove /0 ck
B/aok Veatch, Ina
Ache b`oroa N. C.
?'heet 3 of 3 to to a5
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. State of North Carolina
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
S. Thomas Rhodes, Secretary Director
MEMORANDUM
TO: George Everette
Division of Environmental Management i'40V 1985
FROM: John ParEn? WATER QUALITY
Chief,. Major Permits Processing Section
SUBJECT: Modification of City of Havelock CAMA Permit
DATE: November 1, 1985
The attached material was submitted by the City of Havelock to request
a relatively minor modification to a permit it received in 1982. The
permit authorized road construction across the east prong of Slocum Creek.
There has been a failure of the road shoulder, and subsequently, a small
portion of the paved surface. Shoulder widening to decrease the grade
is the main reason for the request. DCM plans to take action on this
project in several days. However, Section 404 conditions and/or notations
will be placed on the CAMA permit as requested. Additionally, the C.O.E.
has been notified of a preliminary finding by your office that a 401 is
required.
JP/aw
Attachment
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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OCT 12' 1 85
DCM Morehead City
October 28, 1985
MEMORANDUM TO - John Parker
From Jim Mercer
Subject Req. for Minor Modification
City of Havelock -.Permit 159-82
I have no objections with the issuance of a modified permit
to- the City of Havelock per their current request. The condi-
tions of the modified permit, however, should reflect the
change in projet alignments.
Condition No. l should read that the permit authorizes causeway
construction as described in the revised work plat drawings
for a total base width of no more than. 95°.
Condition No. 2 - that all fill material and construction must
be confined to the alignment as shown on the work plat draw-
ings in such a way as to prevent erosion of the solid materials
into the east prong of Slocum Creek and its adjacent wetland
areas.
Condition No. 3 - that the applicant is required to revegetate
the outer slopes of the causeway fill with wetlands vegetation
as originally described in their application request.
Jim Mercer

RE: MINOR oFFZCE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
WDI•FICAT10N
1. Applicant'.s name CITY OF HAVELOCK (Permit No 159-22)
2. Location of project site Downtown Havelock Sul of Hwy, 70 ` ea- t.prenq---
S1plum repk
3. Investigation type: Dredge & Fill CA14A X nx?lT
4. -Investigative procedure: (A) Dates of site visit 10_q_? 5
(B) Was applicant presents _
5. Processing procedure: Application received 10-16-85 Office_
6. Site description: (A) Local Land Use Plan Havelock
Lat. 34 52 45N Land classification from LUP ConSPrvatinn
Long 76 54 30W Development constraints identified in LUP
Rhoto ref. - none
(B) AEC(s) involved: Ocean Hazard
Coastal wetlands
Estuarine waters
(C) Water dependent: Yes
(D) Intended use: Public X
(E) Type of waste water treatment:
Planned N/A
Estuarine shoreline
Public trust waters
Other inland water
No X Other
Private Commercial
Existing N/A
(F) . Type of structures Existing 3 1 0 ' x 8 0 ' causeway f i l l road
Planned widen existing road 310' x 95' fill
(G) Estimated annual rate of erosion o Source N/A
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
(B) Non-vegetated wetlands:
Stream bed 2QX20- 400 s g . f t .
1 -
(C) Other:
Wooded swamp
s q ;---
0) Total area disturbed: apex. 4,750 sg.ft.
8. Project summary The applicant proposes to widen an existing roadway bv
1 5 ' a s ' of woodgd swamp in the east prong oF
S1 c
Re: Minor Modification Request
Permit 159-82 - The City of Havelock
Narrative description
The project site, known as Woodhaven Drive, crosses the east
prong of Slocum Creek in Havelock just off. Hwy. 70 next to
the Toyota dealership in Craven County.
In December'of 1982, the DCM issued Permit 159-82 to the City
of Havelock, Craven County.' The permit authorized construction
of a causeway road identified as "Alternative B." The width
of the road as prescribed by Alternative B. was a total of 80'.
This included two ten ft. wide sections of riprap on the.shoul-
ders of the 60' wide base. Construction of Woodhaven Road, as
it is known, was completed in the summer of 1983. Unfortunately,
about two years ago, shortly after completion, the side slopes
(at a ration of 3/4:1) of the new roadway started to sag, slump,
and erode, preportedly due to rainwater runoff. At that time
the City of Havelock closed the road to vehicular traffic.
On October 10, 1985, .a representative of DCM stopped the City as
they were engaged. in widening the base of the causeway by fill-
ing the wooded swamp on either side with marl riprap. On October
16, the City applied to this office for a minor modification to
their currently active CAMA permit - No, 159-82 which expires on
December 31, 1985.
As proposed, the base of the causeway will be widened by 7-1/2'
on each side of the base. Marl riprap will be used to fill the
shoulders on each side of the road. About 4,350 sq,ft. of wooded
swamp will be displaced along the31O' alignment of the road. The
increased shoulder widths will help support the roadway and also
allow the side slopes to be increased up to.a ratio of 2' hori-
zontal for 1' vertical. The elevation of the new roadway will be
1' less than the original height. Additional sections of steel cul-
vert pipe will be attached to the existing culverts in order to
accommodate the increased. width.

James C. Mercer
October 28, 1985

(11,tv of 'a?zlvrk
VU I
"Serving Eastern Carolina's Largest Industry"
P. O. Box 368
abd ark, ?Njarth Tarolina
23532
PHONE [phone]
1985
-----------------
October 14, 1985'
Mr. Jim Mercer
CAMA
3411 Arendell Street
Morehead City, North Carolina 28557
Dear Mr. Mercer:
The ensla?ecl-.,,?pplication represents a request for modification to
Permit Ng?mber 159-82,)which expires on December 31, 1985.
As you are already aware, due to the design of the original
connector street the roadbed failed. A complete and thorough study by
the geo-technical engineers concludes that the proposed work set out in
the modification application is totally necessary to rectify the situtation.
Time is of essence as the need for this road is urgent. The road be-
fore its failure received much higher usage than was even anticipated.
Therefore I urge the agencies involved to work as expediently as possible
to act on the modification request. The adjoining property owners have
been notified.
Additionally, we would like to request an extension of the expiration
date from December 31, 1985.
If I can be of service to you or can do anything to speed things up
please let me know.
Yours very truly,
CITY OF HAVELOCK
H. Ralph Kennedy
City Manager
HRK/lm
Enclosures(3)
cc: U.S. Army Corp of Engineers
Modo, Inc.
Cieszko Construction Co., Inc.
W. J. Darnell

APPLICATION ?' `fdf3
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CER ICATION -------------
EA5EMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR.MAjOR DEVELOPMENT
Department of Administration State of North Caro{ina Department of the Army
(GS 146.12) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113.229, 143.2153(x)(1), 143-215.3(c), 113A-118 (33 CFR 209.320-329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information
A. Name Havelock, City of
Last First Middle
B. Address ?.0. Box 368
Street, P. O. Box or Route
-Havelock North Carolina 28532 919/447-8152
City or Town State Zip Code Phone
11. Location of Proeos deProject:
rav
A. County Havelock, North Carolina
B. 1. City, town, community or landmark
2. Is proposed work within city limits? Yes X No
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
. East Prong of Slocum Creek
Ill. Description of Project Widening of Woodhaven Drive at East Prong
of Slocum Creek
A. 1. Maintenance of existing project N/A 2. New work
B. Purpose of excavation or fill
1. Access channel N/A length width
depth
2. Boat basin N/A length width depth
3. Fill area *SEE BELOW length 310' width 15' depth 5'-average new shoulder height
4. Other N/A length width depth
C. 1. Bulkhead length Average distance waterw rd of MHW (shoreline)
2. type of bulkhead construction (material) NIA
D. Excavated material (total for project)
1. Cubic yards N/A - 2. Type of material
E. Fill material to be placed below MHW (see also Vi. A)
1. Cubic yards 900+/- 2. Type of material Set e t Borrow, Rip Ran
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes X No
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area N/A
1. Location
2. Do you claim title to disposal area? N/A
D. Fill material source if till is to be trucked in Borrow Pit
E. How will excavated material be entrapped and erosion controlled? _Rip Ran an V-PIari on
F. iypc of equipment to be used Dozer, Pan, Roller
6. Will marshland be crossed in transporting equipment to project site? If yes, explain No
N/A
* 15' - approximate average widening of shoulder width at Woodhaven Drive
(7.5' each side of road)
V. Intended Use of Project Area (Describe)
r A. -Ii. Private
2. Commercial Connector street for Cit of Havelock
3. Housing Development or Industrial N7
4. Other N/A
B. 1. Lot size(s) N/A
2. Elevation of lot(s) above mean high water N/A
3. Soil type and texture Sandy Loam/Muck
4. Type of building facilities or structures widened shoulder embankment at WondhavPn nr; e to at z
slope failures on existing shoulder embankments that have caused road to be closed.
5. Sewage disposal and/or waste water treatment A. Existing N/A Planned 4/A
8. Describe N/A
6. 'Land Classifcation'(cir le one DJEVE LOPED TRANSITIONAL COMMUNITY RURAL
CONSERVA 5VN OTHER (See CAMA Local Land Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below mean high water? Yes X No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes-No X
2. Type of discharge Storm Water
3. Location of discharge Culverts under street and as existing.
VII. Present rate of shoreline erosion (if known): Localized slope failures at existingemhankmPntg.
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
work. in project area, if applicable: DNRCD CRC - 159-82
IX. Length of time required to complete project: 150+/- days for total project.
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if 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 on his land.
B. Attach an accurate work plat drawn to scale on 8% X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date served October 14, 1985
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
Modo, Inc., 803 East Main Havelock NC 28532
Ciesz o Construction Company, Inc., P.O. Box 506, Havelock, NC 28532
W.J. Darnell, 175 Drum Inlet, Morehead City, NC 28557
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity complies
with the State of North Carolina's approved coastal management program and will be conducted in a
manner consistent with such program.
XII. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and?apd clearing.
DATE October 10, 1985
Ap' icant's Signature
Thomas F. Mylett, Mayor
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PROPOSED STREET CROSSING
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HAVELOCK
CRAVEN COUNTY STATE, N.C.: ?-
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.0 SLATE
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
Water Quality Section
November 5, 1985
New Bern Sun-Journal
P.O. Box 1149
New Bern, NC 28560
Attn: Legal Ad Department
Dear Sir:
R. Paul Wilms
Director
Please find attached a Public Notice regarding a Water Quality
Certification. Please publish the Notice one time in your newspaper
on or before November 12, 1985.
The invoice in duplicate and three copies of the affidavit of
publication should be sent to:
N.C. Division of Environmental Management
Water Quality Section
P.O. Box 27687
Raleigh, NC 27611
Attn: William Mills
Payment cannot be authorized unless the affidavit of publication
is submitted. If you have any questions, please contact me at
[phone].
Sincerely,
drigipal Signed By
WILLIAM C. MILLS
William C. Mills
WCM/dkb
Attachment
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
Public Notice of Application for
Water Quality Certification
The North Carolina Division of Environmental Management of the
Department of Natural Resources and Community Development has received
an application from the City of Havelock, P.O. Box 368, Havelock, NC
28532, for a Water Quality Certification pursuant to Section 401 of the
Federal Clean Water Act as amended. The activity for which the
Certification is sought is the widening of the existing road fill for an
access road crossing East Prong Slocum Creek. The road was built in
1983, but bank erosion has resulted in a need to reslope the sides of
the embankment.
The public is invited to comment on the impact of the proposed
project on water quality. A copy of the application may be inspected at
the Department's office in Raleigh, Archdale Building, 512 N. Salisbury
Street, Room 923 or the Washington Regional Office, P.O. Box 1507,
Washington, N.C. 27889, telephone [phone], during normal work
hours. Comments must be submitted in writing no later than November 27,
1985. Any comments should be addressed to the N.C. Division of
Environmental Management, Water Quality Section, P.O. Box 27687,
Raleigh, N.C. 27611. Any questions regarding the Application can be
directed to Mr. William Mills at [phone], ext. 113.
Original Signed By
Dennis R. Ramsey
For
Date Paul Wilms, erector
N.C. Division of Environmental Management