HomeMy WebLinkAbout19890212 Ver al_Complete File_20100726? j -I-r A
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments concernYng an app ication for State Federal CAMA Permit(s) from
A. PERMIT:
This office cannot comment on this project until after the close of the Section
W14401SCortification Public Comments Period.
ffs a has no objection to the issuance of the permit(s) for the proposed
project ith the following conditions:
That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion and mixture. That turbidity levels in shall not be increased
by more than 10 NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project. Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
or after .
The proposed project is certified
Z
under General Certification
N ZA ?o?
A) N
1179 i
d
J D
o.
ssue
on
anuary 25, ) No. 1431 issued on October 16,
1977, for sewer line construction 1980, for boat ramp construction.
B) No. 1272 issued on November 10, E) No. 1664 issued on -September 8,
1978, for bulkhead construction. 1983, for Rip-Rap Placement.
C) No. 1273 issued on November 10, F) No. 1665 issued on September 19,
1978, for discharges of liquid 1983, for incidental bridge
effluent from diked upland disposal construction.
areas.
WATER QUALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
1i
Date: September 13, 1989 ;.??112 ??>>?r
03
To: Bill Mills CO SEP1-89 0
Planning Branch r-
am'" ?- - Y
From: James H. Gregson y,y??
`; ?Lcti>
• Wilmington gi naVce
^ ' L
Through: Donald Saf '
Wilmington RegionaSubject: Regional Office Review and Recommendations
Application for Permit for Excavation and/or Fill
Project # 8909-B
N.C.D.O.T.
Carteret County
PROJECT DESCRIPTION: The applicant proposes to replace Bridge #4
on SR 1300 with four steel pipe arches.
ADJACENT WATER BODY: Cullie Creek
CLASSIFICATION: SA
STATUS: OPEN
The project has been reviewed to determine impacts to water
quality. The following comments have been provided.
1. The project will require a 401 Water Quality Certification.
2. The project complies with general certification no.1734 for
Bridge Construction.
3. The proposed project should be done in such a way as to not
cause the turbidity outside the immediate construction are
to exceed 25 NTU.
This office has no objection to the project as proposed.
JHG:8909-B.SEP
cc: DCM - W. David Noble
WiRO, CF
MEMORANDUM
DIVISION OF ENVIRONMENTAL MANAGEMENT
Date: September 13, 1989
To: Bill Mills
Planning Branch
From: James H. Gregson d+W
Wilmington gi naVcee
Through: Donald Saf
Wilmington RegionaSubject: Regional Office Review and Recommendations
Application for Permit for Excavation and/or Fill
Project # 8909-B
N.C.D.O.T.
Carteret County
V/z
PROJECT DESCRIPTION: The applicant proposes to replace Bridge #4
on SR 1300 with four steel pipe arches.
ADJACENT WATER BODY: Cullie Creek
CLASSIFICATION: SA
STATUS: OPEN
The project has been reviewed to determine impacts to water
quality. The following comments have been provided.
1. The project will require a 401 Water Quality Certification.
2. The project complies with general certification no.1734 for
Bridge Construction.
3. The proposed project should be done in such a way as to not
cause the turbidity outside the immediate construction are
to exceed 25 NTU.
This office has no objection to the project as proposed.
JHG:8909-B.SEP
cc: DCM - W. David Noble
WiRO, CF
DIVISION OF COASTAL MANAGEMENT Lat:34155125"
FIELD INVESTIGATION REPORT Long:76038100"
1. APPLICANT'S NAME North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE SR 13001 Merrimon Road, Bridge #4,
Carteret County; *SEE 1978 AERIAL PHOTO (Q, R-11).
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 8-9-89
(B) WAS APPLICANT PRESENT NO
5. PROCESSING PROCEDURE: APPLICATION RECEIVED August 2, 1989
OFFICE Morehead City
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Carteret County
LAND CLASSIFICATION FROM LUP Rural
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP
NONE NOTED
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE _X
COASTAL WETLANDS X PUBLIC TRUST WATERS X
ESTUARINE WATERS X OTHER
(C) WATER DEPENDENT: YES X NO
(D) IN'T'ENDED USE: PUBLIC X PRIVATE COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A
PLANNED
7.
(F) TYPE OF STRUCTURES: EXISTING bridge - highway
PLANNED culverts to replace bridge
(G) ESTIMATED ANNUAL RATE OF EROSION -0- SOURCE N/A
HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
high marsh 200 sq.ft.
(B) NON-VEGETATED WETLANDS:
shallow estuarine bottom 4000 sq.ft.
( C ) OTHER:
NONE
(D) TOTAL AREA DISTURBED: 4000 sq. ft.
8. PROJECT SUMMARY: The proposed project is to replace the existing
bridge with 4 steel pipe arches.
FIELD INVESTIGATION REPORT - NC DOT/SR 1300/BRIDGE #4
CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION: The proposed project is for NCDOT to
replace an existing bridge with four (4) 128" x 83"
corrugated steel pipe arches.
The project site is located at Cullie Creek (off Adams
Creek), on SR 1300, near Merrimon, in Carteret County.
Approximately 555 cu. yds. of sand and muck will be removed
from below MHW and about 185 cu. yds. of material will be
excavated from highground from a total area of 4,000 sq. ft.
(50' x 801). Approximately 335 cu. yds. of fill material
and the four (4) steel pipes will be placed below MHW.
The proposed work is to be conducted by dragline and dump
truck. All spoil materials will be trucked to a highground
disposal site.
The project site has a partial marsh fringe primarily
consisting of Juncus roemerianus, Typha spp. and Cladium
jamaicense. Approximately 100-200 sq. ft. of high marsh
will be excavated from this fringe but it is expected that
the marsh will reestablish a fringe around the stabilized
fill area.
10. ANTICIPATED IMPACTS: The project will place 335 cu. yds. of
fill material below MHW in a 4,000 sq. ft. area of estuarine
waters in Cullie Creek.
The waters of Cullie Creek are open to shellfishing by the
Division of Health Services and Division of Marine
Fisheries, classified as 'SA'-by the Division of
Environmental Management, and designated as a Primary
Nursery Area by the Division of Marine Fisheries.
PREPARED BY: W. DAVID NOBLE
DATE: AUGUST 28, 1989
Please type or print Carefully describe all an-
ticipated development activities, including construc-
tion, excavation, filling, paving, land clearing, and
stormvrater control. If the requested information is
not relevant to your project, write NIA (not ap-
plicable). Items 1-4 and 8-9 must be completed for
all project.
d. Describe the planned use of the pmjcct.
Public transportation
:;J I
°s a
EMN
North Carolina Department of Transportation b.
a. Name L. R. Goode, Ph.D., PE
Address P. o. Box 25201. C.
City Raleigh State Nr'_ d
Zip 27611 IDay phone 733-20'31
Landowner or X_ Authorized agent
b. Project name (if any) N/A e'
c. If the applicant is not the landowner, also give
the owners name and address.
a. Street address or secondary road number
SR 1300
b. City, town, community, or landmark
errimon
c. County Carteret
d. Is proposed work within city limits or planning
jurisdiction? No
C. Nam of body of water nearest project
Cui
lie Creek
a. Describe all development activities you propose
(for example, building a home, motel, marina,
b Rep?'Id e?Cristing bridge with pipes
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
sf Na nter?n ?`?'newrk,oo0oth?
c. Will the project be for community, private, or
commercial use?
-Community
Size of entire tract N/A
Size of individual lot(s)
Elevation of tract above mean sea ITP)r Na-
tional Geodetic Vertical Datum //
Soil type(s) and texture(s) of tract
Vegetation on tract N/A
f. Man-made features now on tract N/A
g. What is the CAMA Land Use Plan Classifica.
tion of the site? (Consult the local land use
plan.)
Conservation Transitional
Developed Community
X_ Rural Other
h. How is the tract zoned by local government?
N/A
I. How are adjacent waters classified? N/A
j. Has a professional archaeological survey been
carried out for the tract? No
If so, by whom?
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed
b. Number of lots or parcels N
c. Density (Give the number of residential units
and the units per acre.)
d. Size of area to be graded or disturbed N/A
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation 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?
N/A
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, such as pavement,
buildings, or rooftops._N/A
g.' List the materials, such as marl, paver stone, b. Amount of material to be excavated from -
asphalt, or concrete, to be used for paved below water level in cubic.yards 555 cu. As.
surfaces. N/A c. Type of material Sand R murk
d. Does the area to be excavated include marsh-
h. If applicable, has a stormwater management land, swamps, or other-wetlands? yes
plan been submitted to the Division of En- e. High ground excavation, in cubic yards 185
vironmental Ivianagement? N/A f. Dimensions of spoil d'upc?sal area N/A
i. Describe proposed sewage disposal and/or waste g. Location of spoil disposal area
water tieatmcnt facilities. above wetlands
h. Do you claim title to the disposal area? N/A
j. Have these facilities received state or local if not, attach a letter granting permission from
approval? N/A the owner.
k. Describe existing treatment facilities. i. Will a disposal area be available for future
N/A maintenance? 1. N/A
If so, where?
j. Does the disposal area include any marshland,
1. Describe location and type of discharges to swampdand,'or water areas? No
waters of the state (for examplc?,surface runoff, k. Will the fill material be placed below mean
sanitary wastewater, indusuiallcommercial high water? Yes
efllucn or"washdown'7. Surface
' 1. Amount of fill in cubic yards 335
runo
f along project m. Type of fill material select back fill ma _erial
n. Source of f i l l materi al o c a )r row p i t
m. N/A
Water supply source o. Will fill matwial be placed on marsh or other _
?
n. If the project is oceanfront development, +o
wetlands?
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled X U
twin established publi? leach acccssways or pro- q. How will excavated or fill material be kept on
vide new access. ,H lye ding net e
os
on
t
l
h
d
-
r
i
con
ro
met
o
s
o. If the project is on the oceanfront, what will r. What type of construction equipment will be
be the elevation abov ran sea level of the
?
H used (for example, dra line ba oc or
'1 t he- ' Oum
?ra
T
r
first habitable floor?
? g
p
ruc
hydraulic dredge)?
8 ` s. Will wetlands be crossed in rnlrorting equip-
ment to the project site? If yes, explain
the steps that will be taken to lessen en-
a. Describe below the purpose of proposed excava- vironmental impacts.
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
80' 50'
a. Length of bulkhead or riprap N/A
b. Average distance waterward of mean high water
or normal water level N/A
c. Shoreline erosion during preceding 12 months,
in feet N/A
d. Type of bulkhead material N/A
C. Amount of fill, in cubic yards, to be placed
below mean high water N /A
f. Type of fill material N/A
W Dip, 1-1 T i ? V ? -?
In addition to the completed application form, the
following 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 for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion 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 8 &1 x I1 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 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing 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 per-
sonnel 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 com-
ments on the proposed project to the Division of
Coastal* Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).
Name H. D. Carrowa.y, Jr.
Address Rt. 3 Box 768
Beaufort, NC 28516
Name Edward B. Tapscott
Address P • 0. Box 32
Beaufort, NC 28516
Name Canal Land Limited
Address • 0. Box 830
Conway,
SC 29526
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 Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.GS. 113A-1 to 10).
S ? rx _
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted 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 ap.
plication and follow-up monito 'ng of proj ct.
This is the b day of ,
19
X
Landowner or Authorized agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.
3
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N. C. D.O.T.
DIVISION OF HIGHWAYS
CARTERET COUNTY
REPLACEMENT OF BRG.# 4
OVER CULLIE CR. SR 1300
JULY 1989
SHEET 2 OF 2
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SCALE fOR ENLARGEMENTS
-? ' N. C. D.O.T.
DIVISION OF HIGHWAYS
CARTERET COUNTY
REPLACEMENT OF BRG.# 9
OVER CULLIE CR. SR 1300
JULY 1989
SHEET I OF 2
1
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CORE-',CREEK
---1- , !_
RR THON-SOUT11 R ] V
?? •? CARTERET COUNTY
22) .. - .?U 5 (Prohibited areas are shaded
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See Orier;tal'map for closed area boundary description that area.
Area F-2
Aev.318/
9-20-77 GG
. See Newport River map for southern end of Core Creek
Rev. 7/29/81, Rev. 10/18/88
YO.,, USr. en Ilri
ct?c .
t .• Yaa.
7 lo.,person..shall-take or attempt to take. any oysters or clams or possess; sell, or offer-for:-
;tiale any,oyc?torti: or_clams taken' from the following areas, at any time:
(19)(c)(iv) Core Creek Area. All those waters bounded on the south by a line
beginning at 340 461 55311 N - 760 41' 17" W, on the west shore; thence to a
point at 340 46' 53' N - 760 41' 00" W, on the east shore, and bounded on
the north by a line beginning at a point on the east shore of Adams Creek at
340 55' 03" N - 760 39' 28" W; thence in a straight line through Marker 011
to a point on the west shore at 340 55' 09" N - 760 40 ' 00" 14, to include
the ICWW and all tributaries.
(13) WY;-South= River Area
All waters upstream of a straight line drawn from a point on the
west shore of South River at 34° 55' 12" N - 760 32' 54" W; thence
across the river to a point at 340 55' 12" N - 760 32' 34" W, on
the east shore, to include all tributaries.
c?q r ?' y rM n
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
JAMES E. HARRINGTON
SECRETARY
District Engineer
U.S. Army Corps of
P.O. Box 1890
Wilmington, North
July 31, 1989
Engineers
Carolina 28402
ATTENTION: Regulatory Branch
Dear Sir:
AUG f,, '?0g
COASTAL RES0Uf:C-L5 COMVI.
DIVISION OF HIGHWAYS
GEORGE E. WELLS, P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Replacement of Bridge No.4 along SR 1300 over
Cullie Creek, Carteret County (Div. maintenance)
The North Carolina Department of Transportation proposes
to replace the bridge over Cullie Creek near the town of
Merrimon in Carteret County. The structure will be replaced
in existing location with four, 128 in. X 83 in. corrugated
steel pipe arches. The existing bridge is 50 feet in length
which spans the 35 ft. wide creek basin. Replacement will
require widening of the creek channel in order to allow 42.6
feet of surface water movement through the pipes. This
action will involve the placement of approximately 335 cu.
yds, of fill below ordinary high water.
Several replacement alternatives were investigated
during planning phases of this project. A "no build"
alternative was not selected because of the need to replace
the existing facility in an effort to provide continued
service along SR 1300.
A second option involved bridge replacement in existing
location utilizing an on-site detour. However, this
alternative was not selected because of extensive wetland
involvement and prohibitive cost ($215,000 vs $45,000 for the
preferred alternative). Utilization of pipes is not only
less expensive, but will also provide for improved water flow
through expansion of the existing channel.
Application is hereby made for Department of the Army
authorization as required for the subject work. Attached is
the permit application and drawings depicting proposed
improvements.
An Equal Opportunity /Affirmative Action Employer
2
Although Carteret County is within the jurisdictional
limits of the N.C. Coastal Area Management Program, we
believe that communities involved with bridge replacement may
not come under LAMA control for permit purposes. should CAMA
jurisdiction prevail, it is requested that this letter and
application package be considered for CAMA permit
authorization.
By copy of this letter, we also request issuance of 401
Water Quality Certification by the Division of Environmental
Management, NRCD.
If you have additional questions, please contact Mr.
Jerry McCrain at 919-733-7842.
Sincerely,
L.R. Goode, PhD, PE
Manager, Program & Policy Branch
cc: /Mr. John
Mr. Paul
Mr. A. L.
Mr. Jimm?
Mr. G. R.
Mr. G. R.
Parker, CAMA, NRCD
Wilms, ATTN: Mr. Bill Mills, DEM, NRCD
Hankins, PE
ir Lee, PE
Shirley, PE
McCrain