HomeMy WebLinkAbout20010125 Ver 1_Complete File_20011214F NN A rF Michael F. Easley, Governor
`O?? 9oG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
6 r Alan W. Klimek, P.E. Director
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DWQ Project No.: 3-00 10 12-5-
County: ef? 0 wo 17
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification: 030102-
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to
send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and BuFer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Date:
Engineer's Certification /
Partial " Final
1, Dcty v r-IC l A-,- , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project,for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Butler Rules, the approved plans and specifications, and other supporting materials.
Signature poA ? b. L,-,
Registration No. '3619.3
Date 1 0.1,4.10
31' r+
?.° OR 1 4 20011
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DAVID McCOY
GOVERNOR SECRETARY
December 11, 2000
Dennis Hawthorn
,
Division of Coastal Management
Elizabeth City Regional Office r
1367 U.S. Hyy. 17 South
Elizabeth City, NC 27909
Dear Mr. Hawthorn,
Subject: Pipe Replacement within the Estuarine Waters Area of Environmental Concern on Country Club
Drive (SR 1129) in Chowan County
The North Carolina Department of Transportation is proposing to replace the
existing pipe on SR 1129 at the Boat Basin/Lagoon crossing in Chowan County. This
pipe has been crushed at one end leading to little-to-no water flow into the "lagoon". By
replacing this pipe, the lagoon will change from an impounded stagnant pool to an area
with a natural tide. In order to keep this pipe from getting damaged in the future, NC
DOT desires to lengthen the pipe from its existing 40 feet to 48 feet and to widen the
existing shoulder by 6 feet. The width of the pipe will be increase from 18 inches to 24
inches to allow for better water flow. The pipe will be buried 12 inches under the
substrate to allow for biota migration.
The NCDOT is requesting that the proposed project be authorized under the
Coastal Area Management Act General .2300 permit. I have attached the MP-5,
landowner signatures, a vicinity map, and drawings and sketches of the proposed work.
If you have any question regarding this project please contact me at (252) 482-7977.
Sincerely,
Don Conner, P.E.
Division Engineer
Kristen Shacochis
Environmental Officer
P.O. Box 850, Edenton, NC 27932 - Phone: (252) 482-7977 Fax: (252) 482-8722
CC: Mr. Michael Bell, ACOE
Mr. R.E. Capehart, PE, NCDOT?
Mr. John Hennessy, NCDWQ
Mr. Ron Sechler, NMFS
Mr. David Cox, NCWRC
Ms. Sarah Winslow, NCDMF
Mr.Sterling Baker, PE, NCDOT
P.O. Box 850, Edenton, NC 27932 - Phone: (252) 482-7977 Fax: (252) 482-8722
Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
Revised 03/95
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes No
if yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
Albemarle Sound
b. Number of culverts proposed 1
c. Type of culvert (construction material, style)
18 inch corrugated metal vine-aluminum
d. Will proposed culvert replace an existing bridge?
Yes x No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
Form DCM-MP-5
(3) Navigation clearance underneath existing (2) Width of area to be excavated
bridge (3) Amount of material to be excavated in cubic
(4) Will all, or a part of, the existing bridge be yards
removed? (Explain)
c. Will the placement of the proposed bridge or culvert
e. Will proposed culvert replace an existing culvert? require any highground excavation?
x Yes No X Yes No
If yes, If yes,
(1) Length of existing culvert 40 feet (1) Length of area to be excavated 40 feet
(2) Width of existing culvert 18 inches (2) Width of area to be excavated 19 feet
(3) Height of the top of the existing culvert above (3) Amount of material to be excavated in cubic
the MHW or NWL 0.43 feet yards 205 cubic vards
(4) Will all, or a part of, the existing culvert be
removed? (Explain) all d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
NC DOT approved site utilizing approved
f. Length of proposed culvert 48 feet Best Management Practice
g. Width of proposed culvert 24 inches (2) Dimensions of spoil disposal area
h. Height of the top of the proposed culvert above the (3) Do you claim title to the disposal area?
MHW or NWL 0.55 feet Yes No
If no, attach a letter granting permission from
i. Will the proposed culvert affect existing water flow? the owner.
Yes x No (4) Will the disposal area be available for future
If yes, explain maintenance? Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
j. Will the proposed culvert affect existing navigation Yes No
potential? Yes x No If ves, give dimensions if different from (2)
If yes, explain above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes No
3. EXCAVATION AND FILL If yes, give dimension if different from No. 2
above.
a. Will the placement of the proposed bridge or culvert e. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL? result in any fill (other than excavated material
x Yes No described in Item d. above) to be placed below
If yes, MHW or NAT? x Yes No
(1) Length of area to be excavated 48 feet If yes,
(2) Width of area to be excavated 10 feet (1) Length of area to be filled(Average) 22 feet
(3) Depth of area to be excavated 2.0 feet (2) Width of area to be filled(Average) 6 feet
(4) Amount of material to be excavated in cubic (3) Purpose of fill to construct shoulder to
yards 36.0 cubic yards minimimum width due to safety concerns
b. Will the placement of the proposed bridge or culvert
require any excavation within:
n Coastal Wetlands n SAVs n Other Wetlands
If yes,
(1) Length of area to be excavated
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
n Coastal Wetlands n SAVs n Other
Wetlands If ves,
Revised 03/95
Form DCM-MP-5
(1)
(2)
(3)
Length of area to be filled
Width of area to be filled
Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? x Yes No
If yes,
(1) Length of area to be filled (Average)22 feet
(2) Width of area to be filled (Average) 6 feet
(3) Purpose of till to construct shoulders to
minimum width due to safety concerns
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes x No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes x No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes x No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Using NCDOT BINIP's
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Truck, excavator
g. Will wetlands be crossed in transporting equipment
to project site? Yes x No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
Kristen Shaeochis
Applicant or Project Mine
Signature
November 29, 2000
Date
Revised 03/95
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