20090072 Ver 1_More Info Received_20090407

STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GovERNOR
N. C. Dept. of Env. and Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
March 30, 2009
Attention: Mr. Stephen Lane
NCDOT Coordinator
EUGENE A. CONTI, JR.
SECRETARY
o q oo-Z 2
Subject: Revised Application for the CAMA Major Development Permit for the
Replacement of Bridge No. 9 over Bear Branch on NC 130 in Brunswick County;
TIP Project B-4030; Federal Aid Project No. BRSTP-130(3); State Project
No.8.1231801; WBS 33397.1.1
Reference: CAMA Major Development Permit Application dated January 23, 2009.
Dear Sir:
The purpose of this letter is to revise the referenced application. MP Forms 2 & 5 have been revised.
Please replace the original forms with the revised versions included with this cover letter.
A copy of this revised permit application will be posted on the DOT website at:
http://www.nedot.org/doh/preconstruct/pe/neu/pemiit.htrrl.
If you have any questions or need additional information, please contact Chris Underwood at
[e-mail] or(919)431-6662.
Sincere "G??
?. V '.
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA Branch
CC'
W/o attachment (see website for attachments)
Mr. Brian Wrenn, NCDWQ (5 copies)
Mr. Steve Sollod, NCDCM
Dr. David Chang, P.E., Hydraulics
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Travis Wilson, NCWRC
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND EwIRONMEMAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS
Ms. Anne Deaton, NCDMF
Mr. Vince Rhea, P.E., Planning Engineer
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. H. Allen Pope, P.E., Division 3 Engineer
Mr. Mason Hemdon, Division 3 Environmental Officer
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW..NCDOT.ORG
LOCATION:
4701 ATLANTIC AVE.
SUITE 116
RALEIGH, NC 27604
313a/o 9
Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental Information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabillxation
Length 25
Width 7
Avg. Existing 4.5 NA NA
Depth
Final Project 4.5 NA NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
15
c. (I) Does the area to be excavated include coastal wetlands/mersh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW _ ?SAV ?SB
OWL 6000 ?None
III) Describe the purpose of the excavation in these areas:
excavation required to replace an existing ditch
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Per Division/Contractor after Let
c. (i) Do you calm title to disposal area?
?Yes ?No ONA
(ii) If no, attach a letter granting permission from the owner.
e. (1) Does the disposal area include any coastal watlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(II) Describe the purpose of disposal in these areas:
?This section not applicable
Native Soil
d. High-ground excavation in cubic yards.
520
?This section not applicable
b. Dimensions of disposal area.
d. (i) Will a dl I area be available for future maintenance?
?Yes No ?NA
(it) If yes, where?
f. (i) Does the disposal Include any area In the water?
?Yes ?No ?NA
(it) If yes, taw much water area is affected?
3. SHORELINE STABIUZATION ?This section not applicable
(If development is a wood groin, use MP4 - Structures)
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Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: 2Z
[]Bulkhead ®12iprep []Breakwater/Sill []Other. Width: IV
- c. Average distance waterward of NHW or NWL: 0 d. Maximum distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
Class I riprap
(1) Has there been shoreline erosion during preceding 12
months?
. []Yes ONO ?NA
(II) If yes, state amount of erosion and source of erosion amount
Information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead badcfill _ Riprap 196 Class I dprep
Breakwater/Sill Other_
I. Source of fill material.
Per contractor
4. OTHER FILL ACTIVITIES []This section not applicable
(Excluding Shoreline Stabilization)
a. (I) Will fill material be brought to the site? Yes No NA b. (I) Will fill material be placed In coastal wet andstmarsh (OW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ti) Amount of material to be placed in the water 0 other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area 0 ?CW _ ?SAV _ ?S13
(iv) Purpose of fill OWL 23.522 []None
WA (II) Describe the purpose of the fill in these areas:
Road widening and approach fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Per standard erosion control practices (le slit fence, ditch checks, Trackhoe, badkhoe, 8 bulldoAer
and/or check dams)
c. (i) Will navigational aids be required as a result of the project? d. (I) Will wetlands be crossed In transporting equipment to project
[]Yes ONO ?NA site? []Yes ONO ?NA
(ii) If yes, explain what type and how they will be Implemented. (It) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
111 r 341 a 0 D r1 Applicant Signahire
Date
8-4030
Project Name
North Carolina Department of Transportation
Applicant Name
C"It",u51(
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<-e"se4 3/30/09
form BBM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Forth DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES
a. Is the proposed bridge:
?Commerdal ®PubliclGovemment ?Private/Community
c. Type of bridge (construction material):
Cored Slab
e. (i) Will proposed bridge replace an existing bridge? ®Yes ?No
If yes,
(Ii) Length of existing bridge: 41 ft
(iii) Width of existing bridge: 31 It
(iv) Navigation clearance underneath existing bridge: 5.6 ft
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the existing bridge will be removed
?This section not applicable
b. Water body to be crossed by bridge:
Bear Branch
d. Water depth at the proposed crossing at NLW or NWL:
6.7 ft
f. (i) Will proposed bridge replace an exlsting culvert? ?Yes ONO
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(Iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9. Length of proposed bridge: 120 ft h.
I. Will the proposed bridge affect existing water flow? ?Yes ONO J.
If yes, explain:
k. Navigation clearance underneath proposed bridge: 5.6 ft
m. Will the proposed bridge cross wetlands containing no navigable
waters? ?Yes ONO
If yes, explain:
2. CULL/
a. Number of culverts proposed:
c. Type, of culvert (construction material):
Width of proposed bddge: 40 ft
Will the proposed bridge effect navigation by reducing or
Increasing the existing navigable opening? ®Yes ?No
If yes, explain: Increase by removing existing bent.
1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ONO
If yes, explain:
n. Height of proposed bddge above wetlands: 5 It
®This section not applicable
b. Water body In which the culvert is to be placed:
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Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
d. (i) Will proposed culvert replace an existing bridge?
?Yes ?No
If yes,
(ii) Length of existing bridge:
(III) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by redud or
increasing the existing navigable opening? ?Yes ?No
If yes, explain:
e. (1) Will proposed culvert replace an existing culvert?
?Yes ?No
If yes,
(it) Length of existing when is): _
(iii) Width of existing culvert(s): _
(iv) Height of the top of the existing culvert above the NHW or
NWC _
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert:
1. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow? '
?Yes ?No
If yes, explain:
3. EXCAVATION and FILL ?Thls section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any b. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ONO excavation within coastal wegandslmarsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (S8), or other wetlands
(WL)? If any boxes are checked, provide the number of square
(ii) Avg. length of area to be excavated: feet affected.
(iii) Avg. width of area to be excavated: _ ?CW _ ?SAV ?S8 _
(Iv) Avg. depth of area to be excavated: OWL 0.08.ac. ?None
(v) Amount of material to be excavated in cubic yards:
(it) Describe the purpose of the excavation in these areas:
excavation for drainage
c. (I) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ®Yes ?No
If yes,
(Il) Avg. length of area to be excavated: 58.5 ft
(iti) Avg. width of area to be excavated: 60 ft
(iv) Avg. depth of area to be excavated: 4.0 i
(v) Amount of malarial to be excavated in cubic yards: 520
1
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Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(1) Location of the spoil disposal area: To be determined by contractor or division
(ii) Dimensions of the spoil disposal area: TBD
(iii) Do you claim title to the disposal area? ?Yes ONO (ffno, attach a /offer granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ?No
(v) Does the disposal area include any coastal w etlandstmarsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV ?WL ?S8 ?None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL7 7 ?Yes ?No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bddge or culvert result in any
fill (other than excavated material described In Item d above) to
be placed below NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled: _
(iii) Avg. width of area to be filled:
IN) Purpose of fill:
g. (i) 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 high-ground? ®Yes ?No
If yes,
(ii) Avg. length of area to be filled: 380 ft
(Iii) Avg. width of area to be filled: 30 ft
(iv) Purpose of fill: Temporary on-site detour
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? Was ?NO
If yes, explaln: fiber optic will be directionally bored
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
(1) 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 coastal wetlandstmarsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB _
OWL 23.522 ?None
(ii) Describe the purpose of the excavation in these areas:
Roadway and approach widening.
Will the proposed project require the construction or any ten
detour structures? ®Yes
if yes, explain: Temporary on-site detour bridge
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion .
?Yes ONO controlled?
If yes, complete Form DCM-MP-2. This will be left to the disgression of the contractor and/or
Division
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Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
e. What type of const ucdon equipment will be used (for e)emple,
dragline, backhoe, or hydraullc dredge)?
Cranes, backhoe, trucks
I. Will wetlands be crossed in transporting equipment to project site?
®Yes ONc
If yes, eoplain steps that will be taken to avoid or minimize
environmental impacts.
impacts limited to 5 ft. beyond footprint.
g. Will the placement of the proposed bridge or culvert r?ulre annK
shoreline stabilization? ®Yas ?No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
Ma'* 30, aoo ii
Date
Project Name
Applicant Name
Applicant Signature
252.808.2808 :: 1-8884RCOAST :: www.nccoastaimannuernent.net revised: 10126106