20071855 Ver 1_Application_20071101

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STATE OF NORTH CAROLINA
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DEPARTT~IENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
October 18, 2007
U. S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
ATTN: Mr. William Wescott
NCDOT Coordinator
Dear Sir:
o~ia~s
LYNDO TIPPETT
SECRETARY
Subject: Application for Nationwide Permits 23, Water Quality Certification, and
Neuse Riparian Buffer Authorization for the Replacement of Bridge No. 13
over Mussel Shell Creek on NC 41; Jones County; State Project No. 8.1190301;
WBS 33516.1.1; TIP No: B-4168. Debit $240 from WBS 33516.1.1.
Please find enclosed permit drawings, roadway plans, and aPre-construction Notice (PCN) for
the above referenced project proposed by the North Carolina Department of Transportation
(NCDOT). A Programmatic Categorical Exclusion (CE) was completed for this project on
April 20, 2004, and distributed shortly thereafter. Additional copies are available upon request.
The North Carolina Department of Transportation proposes to replace existing Bridge No. 13
over Mussel Shell Creek on NC 41 in Jones County. The project involves replacing the old 60-
foot bridge on the existing location, and using top down construction, with a new three span
bridge approximately 85 feet long and 40 feet wide. Traffic will be detoured off-site during
construction. Proposed permanent impacts to wetlands will be 0.10 acre. Impacts to riparian
buffer tota16,046 square feet.
Impacts to Waters of the United States
General Description: Mussel Shell Creek is the only water resource within the study area and is
located in the Neuse River Drainage Basin, Subbasin 03-04-11. Mussel Shell Creek [Index No.
27-101-17] has been assigned a Best Usage Classification of C Sw NSW by the North Carolina
Department of Environmental and Natural Resources (NCDENR) and is in Hydrologic Unit
03020204. Mussel Shell Creek is not designated as a North Carolina Natural or Scenic River, or
as a National Wild. and Scenic River. No designated High Quality Waters (HQW), Water
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27899-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE. WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC

f
Supply I (WS-I), or Water Supply II (WS-II) waters occur within 1.0 mile of the project study
area. Finally, Mussel Shell Creek is not listed on the Fina12006 303(d) list of impaired waters
due to sedimentation for the Neuse River Basin, nor does it drain into any Section 303(d) waters
within 1.0 mile of the project study area.
Permanent Impacts: NCDOT anticipates permanent impacts for this project. There will be 0.10
acre of permanent fill in riverine wetlands due to widening the road at the bridge approach.
There will be no permanent impacts to surface waters.
Temporary Impacts: There are no anticipated temporary impacts to surface waters for this
project.
Hand Clearin~:_There will be 0.26 acre of hand clearing in wetlands for this project.
Utility.Impacts: There will be no impacts due to utilities for this project. Existing utility lines,
including Embark telephone and Jones County Water, are in conflict with the proposed project.
Wetland impacts due to the relocation of the Embark facility will be avoided by using
directional bore techniques. The Jones County Water line will be relocated to run along the side
of the new bridge.
Bridge Demolition: The existing superstructure consists of two 30-foot spans ofpre-stressed,
pre-cast concrete channels with an asphalt overlay. The existing substructure consists of
concrete caps on timber piles with two mid-span supports of steel piles with steel pile caps. It is
likely that all components can be removed without any appreciable debris falling into the water.
Neuse Riparian Buffer Rules
This project lies within the Neuse River Basin; therefore, the regulations pertaining to tl~e Neuse
River Buffer Rules will apply. There will be a total of 6,046 ft of impacts to riparian buffers.
This includes 3,891 ft (3, 068 ft in Zone 1 and 823 ft in Zone 2) due to the bridge crossing.
According to the buffer rules, bridges are allowable. In addition, 2,155 fl (330 ft in. Zone 2 and
1,825 ft in Zone 2) of impacts will occur from approach fill and mechanized clearing activities
due to road crossings. This Road Crossing activity is allowable because impacts are less than the
150-foot/0.3 acre threshold, for which mitigation would be required. Uses designated as
allowable may proceed within the riparian buffer provided that there are no practical alternatives
to the requested use pursuant to Item (8) of this rule.
Avoidance and Minimization
NCDOT has minimized impacts to the fullest extent possible. Minimization efforts include:
Reducing the number of bents in the water from one for the existing bridge to none for the
new bridge
In compliance with 15A NCAC 02B.0104(m) we have incorporated the use of BMP's for
the Protection of Surface Water in the design of the project
Traffic will be detoured off-site during construction
2

All measures will be taken to avoid any temporary fill from entering Waters of the United
States. Best Management Practices (BMP's) for Bridge Demolition and Removal will be
implemented
Directional boring will be used to relocate conflicting utility lines.
An in-stream moratorium from February 15 to June 30 to protect anadromous fish that may use
the river as a spawning area was requested by the NC Division of Marine Fisheries. Mussel
Shell Creek is, however, listed as inland waters-and therefore under the jurisdiction of NC
Wildlife Resources Commission (WRC). WRG has made no recommendations for a
moratorium, therefore NCDOT will not implement an in-water work moratorium.
Mitigation
The proposed project will have permanent impacts to 0.10 acre of riverine wetland due to fill
and excavation. As mitigation, NCDOT proposes 0.10 acre riverine wetland from the Crescent
Road Mitigation Site. While the site is not located in the same hydrologic unit as the project, it
is found in an adjacent one within the same river basin. Also, this site is in its fifth year of
hydrology and vegetation monitoring with plans to be closed out this year. See the attached
summary and debit ledger for further information.
Federally Protected Species
As of May 10, 2007, fhe U.S. Fish and Wildlife Service (FWS) lists two protected species for
Jones County (Table 2). The permitted area of the project does contain a small (50-100 foot
wide strip), isolated patch ofred-cockaded woodpecker (RCW) habitat. This habitat was
surveyed for RCW and no individuals or cavity trees were observed.' It was determined that the
area was not contiguous or large enough to support RCW. Therefore, the conclusion of No
Effect for RCW remains valid.
Table 2. Federally Protected Species for Jones County
abitat iologicai
amnion Name cientific Name fetus ancl!usi~nn
erican alli ator lli ator mississi iensis eatened S/A /A /A
ed-cockaded wood esker icoides borealis ndan ered es o Effect
Project Schedule
The project schedule calls for February 19, 20081et with a review date of January 1, 2008.
Regulatory Approvals
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). The
NCDOT requests that these activities be authorized by a Nationwide Permit 23 (72 CFR; 11092-
11198, March 12, 2007).
3

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Section 401 Water Quality Certification: We anticipate 401 General Certification numbers 3632
will apply to this project. The NCDOT is requesting written concurrence from the North
Carolina Department of Environmental and Natural Resources, Division of Water Quality.
Therefore, in accordance with 15A NCAC 2H, Section .0500(a), we are providing five copies of
this application to the NCDWQ for their review and approval. Authorization to debit the $240
Permit Application Fee from WBS Element 33516.1.1 is hereby given.
Neuse River Basin Buffer Authorization: NCDOT requests that the NC Division of Water
Quality review this application, and issue a written approval for a Neuse River Riparian Buffer
Authorization.
If there are any questions, please contact Ms. Veronica Barnes of my staff at
[e-mail] or [phone].
A copy of this permit application will be posted on the DOT website at:
http://www.ncdot.org/doh/preconstruct/pe/neu/permit.html.
Sincerely,
.. ~• -
C,~/ Gregory J. Thorpe, Fh.D.,
Environmental Management Director
Project Development and Environmental Analysis Branch
Cc:
W/attachment
Mr. John Hennessy, NCDWQ
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Ron Sechler, NMFS .
Mr. Michael Street, NCDMF
Mr. Steve Sollod, NCDCM
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. C. E. Lassiter, P.E., Div. 2 Engineer
Mr. Jay Johnson, Div. 2 Environmental Officer
w/o attachment
Mr. Scott McLendon, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. John Williams, P.E., PDEA
Ms. LeiLani Paugh, NEU
Mr. Randy Griffin, NEU
4

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Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. '
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 23
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^ N/A
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^ ~ '
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:• ^ N/A
II. Applicant Information
Owner/Applicant Information
Name: Gregory J Thorpe PhD Environmental Management Director
Mailing Address: 1598 Mail Service Center
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: vabarnes(a~dot.state.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
. must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: ~ Fax Number:
E-mail Address:.
Page 1 of 8

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing. property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a.small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Replacement of Bridge No. 13 on NC 41 over Mussel Shell Creek
2. T.I.P. Project Number or State Project Number (N.CDOT Only): B-4168
3. Property Identification Number (Tax PIN):. N/A
4. location
County: Jones Nearest Town: Trenton
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From US 70 take NC 4.1
east. Travel 5.0 miles and arrive at Bridge No. 13. No. 13 is the second bridge after turning
onto NC 41 east.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): - 35.082823 °N -77.346797 °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Trent River
8. River Basin: Neuse River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/:)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is mostly forested.. The surrounding area is
dedicated mostly to agriculture and low density housing_
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used:
The existing superstructure consists of two 30 foot spans of pre-stressed pre-cast concrete
channels with an asphalt overlay The existing substructure consisits of concrete caps on
timber piles with two mid-span supports of steel~iles with steel pile caps The project
involves replacing the old bridge on the existing location, and using top down construction,
with a new three span bridge approximately 85 feet long and 40 feet wide. The south
~~roach will be 375 feet long and the north approach will be 207 feet long. Traffic will be
detoured off-site during construction. Standard NCDOT construction equipment will be used.
11. Explain the purpose of the proposed work: The curent bridge has a sufficienc~rating~of
14 2 out of 100 and a structure apprasial of 2 out of 9. It is therefore considered structurally
due to the brid eg 's age and condition.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for .prior segments of the same T.I.P. project, along v~rith
construction schedules. A jurisdictional determination was issued by the USACE for this proiect
on August 15 2005 under Action Id. 2005 1 1 692.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for this proiect
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation ~ forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 8

~ ~
l . Provide a written description of the proposed impacts: Proposed permanent impacts to
wetlands will be 0.10 acre. Proposed temporarypacts to surface waters will be 0.04 acre
and 96 linear feet. Impacts to riparian buffer tota16,046 square feet.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest
~ Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
( es/no linear feet
1 Permanent fill Riverine 0.10
Total Wetland Impact (acres) ~ O.1Q
3. List the total acreage (estimated) of all existing wetlands on the property: 4.36 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify
temporary impacts. Stream impacts include, but are not limited to placement of fill or
culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls,
rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation
is proposed, plans and profiles showing the linear footprint for both the original and relocated
streams must be included. To calculate acreage, multiply length X width, then divide by
43.560.
Stream Impact- ~
Perennial or Average Impact Area of
Number Stream dame Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma Before act linear feet acres
N/A 0 0.00
Total Stream Impact (by length and acreage) 0 0.00
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds,
Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not
limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of

Site Number
(if applicable) yp p
T e of Im act ( ~ p ~ wry, sound, bay,
lake and es Impact
indicate on ma ocean, etc. acres
N/A 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resultins from the tiroiect:
Stream Im act (acres): 0.00
Wetland Im act (acres): 0.10
en Water Im act (acres): 0.0
Total Im act to Waters of the U.S. (acres) 0.10
Total Stream Im act (linear feet): 0
Page 4 of 8

,. 1 ,
~, Isolated Waters ro ert ~ ^ Yes ®No
Do any isolated waters exist on the p p Y; e of water (wetland or stream) and
Describe all impacts to isolated waters, and include the typ
d im act (acres or linear feet). Please note that- this section only
the size of the propose p the U5ACE.
lies to waters that have specifically been determined to be isolated by
app
N/A
Pond Creation acts should be
g' and is proposed, associated wetland and streamoimpea pond should
If construction of a p act sections. Also, the p p
included above in the wetland and stre ma m included with this application.
[] stream ^ wetlands
be described here and illustrated on any 1 p ~ uplands
d~/embankment, excavation, installation of
Pond to be created in (check all that app y)~
Describe the method of construction (e•g•~ in-i ation, aesthetic, trout pond,
draw-down valve or spillway, etc.): N/A g
ose of pond (e.g., livestock watering,
Proposed use or p~irement, etc.): N/A
local stormwater req ond: N/A
Current land use in the vicinity of the p Expected pond surface area: N/A
Size of watershed draining to pond: N/A
~I, Impact Justif cation (Avoidance and Minimization) a be useful to provide
describe measures taken to avoid,the proposed impacts. It m y
Specifically rots such as topography, building ordinances tive lower- n~ pa d
=', information related to site constra licant may attach drawings of alterna ~ acts
{ financial viability of the project. The app
a d ex lain why these design options were not feasible. Also discuss how imp
site layouts, an P If a licable, discuss construction
were minimized once the desired site plan was developed. ac s. NCDOT has minimized
es to be followed during construction to reduce imp
techniqu The number of bents in the water is bein reldsAeNCAC
im acts to the fullest extent ossible.
e for the existin brid a to none for the new brid e. In com Nance vvi
IvIP's in the desi of the ro'ect. Traffic will be
on
02B.0104 m swe Burin mc~onstruc ion. a use o
detoured off
VIII. ~ Mitigation ~•ed by the NC
cordance with 15A NCAC 2H .0500, mitigation may be req
_ ual to one acre of impacts to
DWQ ~ ac h for ro ects involving greater than or eq acts to perennial
Division of W atei' ~ ~ eatep than or equ~ to 150 linear feet of total imp
freshwater wetlands or gr
streams.
Notice of Issuance and Modification of u T~ W en
USACE - In accordance with the Final 15, 2002, mitigation will be req
ublished in the Federal Register on January ~. Factors
permits, p that adverse effects to the aquatic environment are minim acted
necessary to ensure
e of roposed impact and function and relatavero~riate and practicable
including size and typ p. acceptability of pp p
be a ro riate and practicable include,
_ aquatic resource will be ~~ leseof mit gation that may pp p d maintaining wetland
mitigation as proposed. Ex p ro ect; establishing an
but are not limited to: reducing the size of the p J
Page 5 of 8

and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear. feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view;
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed proiect will have permanent impacts to 0 10 acre of riverine wetland due to fill
and excavation. As mitigation NCDOT proposes 0.10 acre riverine wetland from the
Crescent Road Mitigation Site. While the site is not located in the same hydrologic unit as
the project it is found in an adjacent one within the same river basin. Also, this site is in its
fifth year of hydrology and vegetation monitoring with plans to be closed out this year. See
the attached summary and debit ledger for further information.
2. Mitigation may also be made by payment -into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrpJindex.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0.0
Amount of buffer mitigation requested (square feet): 0.0
Amount of Riparian wetland mitigation requested (acres): 0.0
Amount.ofNnn-riparian wetland mitigation requested (acres): 0.0
Amount of Coastal wetland mitigation requested (acres): 0.0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 6 of $

,. .
,, -

X.
act rotected npari iSANCAC 02B •0 or other (please
1 • Will the project imp 0259 (T~.-Pamlico), uirements),
15A NCAC 2B . d dater Supply Buffer R~
ease), No ^
g .0250 (Randleman Rules )~ Yes
Neuse ari buffets.
identify act to each zone of the riper
e of imp ount of rnitigarion by applying the
« "identify ware feet and acreag
the sy aired calculate the required am
.. 2 If yeS
If buffer mitigation is req Required
buffer multi liens. pact Multiplier Miti ation
* e feet) 0.0
A document is required, call ' ent Eon.
uiTent thresholds for environmental docum
f ou are not sure whethene NEP?,/SEP
Note: I y 919 733-5083 to re
coordinator at No )^ ~ If so, please
Yes ® b the State Clearinghouse .
been finalized y ® No ^
the document ror SEPA final approve letter. Yes
3. If yeS, has
attach a copy of the NEPA re Uired by DwQ)
arian and watershed Buffers ( 4 e and map all impacts to
osed Impacts on Rip delineat rovide
Prop to determine, licant must- also p
or agent's) responsibility ro ect. The app herein,
It is the applicants ( with the p ~ ro osed impacts must be listed
state and local buffers associated All p p
required •n site plan. All buffers must be shy DwQ
ification for these impacts in Section VII above. ondence from
just identifiable on the accompanYie buffers• Corresp at the
acts are proposed to ~ phot°graphs may also be included
.and must be cl orlnot imp ro riate.
map, ~'~'he~~ be included as app P
Regional Office may CAC 2B .0233
applicant's discretion. within 15A N 15A NCAC
• an buffers identified 243 (Catawba)
Zone (s war 3 (2 for Catawba)
3,398 0.0
l l .5 .
2,648 0.0
2 el; Zone 2 extends an
6,046 of the near bank of charm
Total endicular from the top
* Zone 1 extends out 30 feeeP~ one 1. ro O8~ (i.e.,
additional 20 feet from the edg a Of mitigation is p p to the
wired, please discuss what typ ent, or payment in
mitigation is r~l Buffer Restoration / E~anO~ anon as identified
3, If buffer of Property Ripanan ro riate inform
Donation please attach all app P
Rip~an Buffer .,Restoration Fund)• or 0260. N/A
within 15A NCAC 2B .0242 or .0244,
DwQ) water
~, Stormwater (required by a on the site. Dl ~e p oprtY• ~
and proposed) versus total acreag ro osed
e existing and wetlands dow~tream ~ ~g total P P
envious acreag ( waters demons
Describe imp ~ order to protect surface rovide calculations
ro osed s 20%, please p
controls P e~,ious surface exceed
percent ~P
impervious level. NIA
Page 7 of 8

:. :. ;
Sewage Disposal (required by DWQ) a or discharge) of
XII. dis osition (non-discharg ect facility.
sed roject, or available capacity of the subj
1 detail the ultimate treatme o m p ods an p
Cleary enerated from the prop
wastewater g
XIII.
XIV.
uired by DVVQ) 0500) or any Buffer Rules?
Violations (req 15A NCAC 2H .
his site in violation of DWQ Wetland Rules
Is t yes ^ No ® No
er-the-fact permit application? Yes []
Is this an aft
Cum acts) result in additional
ulative Impacts (required by DwQ)
anticipated future.impyeS ^ No
aced on past and reasonably water quality?
Will this project (b uld impact nearby downstream act analysis in accordance with
ment, which co osted on our Website at
develop uantitative cumulative im ohcy P
lease submit a qualitative or q uality P ative description:--
If yeS~ P Carolina Division of Water Qde a short n will be no new road created
the most recent North lease p
ea. mere t.
enr.state.nc.us/ncwetlands. I no, p
h ~/~°' . _ .. ,.otatively small brid a in a res~denv to attract develo m
_ O tional): ~ advance of desired
~, Other Circumstances ( P lication sufficl~tly a licant may
hcant's responsibility to submit the aPP ts. however, an os a limits on
It is the aPP rocessing time for these p~ acing that may nap eyed and
with construction or seq Endang
construction dates to allow P dates associated witllant~s ~ntrol).
draw-down schedules for lakes,
choose to list constraints associat r other issues outside of the aPP
work schedules- (e'gaccessibility problems, o
,threatened Species,
Date
` licant is provided.)
Applica tlAgent's Signature
• e is valid only if an authorization letter from a ap
(agent s signatur
page 8 of 8

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-. ~m (~ .: 1-322 \ N. C. DEPT. OF TRANSPORTATION
~ ~ ~ ~ ' DIVISION OF HIGHWAYS
JONES COUNTY
~~ ''ten,/ \ ~ ~ PROJECT 34516.1.1 (B-4168)
~ BRIDGE N0.13 OVER
'.~~ MUSSEL SHELL CREEK
` ', !i ON NC 41
~ . \ SHEET ~ OF ~ AUGUST 17, 2005
Wetland Fermi t

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NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 33516.1.1 (B-4168)
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'~ ~ ~ ~ ` ~ ~-•t~ ~` ~~ <.,_ DIVISION OF HIGHWAYS
~- ~,!,~~`" ;. ~' ''~ ~ - JONES COUNTY
1 ° ` ` `<
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~ .. _ t iii `~•tl~; ~~ ~. .~~ 7 as ~ ~ ~ ~~ ~ „~' ~•~~ ` ~y ~~' ~''~'-' BRIDGE N0.13 OVER
V'le~an y`~ ~ ~ ~ ~~.~ t a ~ s ~., i arv { ~ _ _
• ~ t ~ t a~ , , . ~.::,~ '- MUSSEL SHELL CREEg
,. ~ • I ' ~~~~ . • tom' ~ -i a ~ i •' ~ 1'. s~ f 1 1 .r~"`y„~.., L
_~,, 01d ` v~• ~ ~ ~~ ~ , . ~ • - , , ~i P ,~ ~.. `~:. ~ SHEET 3 OF
't1., ; ;...~ ; , ~; ;.F •, «, k ~>~ ~ '~~'K ; ~ ~ rr~ JULY 11, 2005
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N. C. DEPT. OF TRANSPORTATION
DIVISION OF .HIGHWAYS
JONES COUNTY
PROJECT 3~516.L1 (B-x(168)
BRIDGE N0.13 OVER
MUSSEL SHELL CREEg
ON NC ~(1
SHEET ( OF a AUGUST 17, 4005
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~ 41
.`

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BUFFER IMPACTS SUMMARY
I MPACT BUFF ER
TYPE ALL OWABLE M ITIGABL E REPLAC EMENT

SITE NO.
STRUCTURE SIZE /TYPE STATION ROAD
(FROMlTO) CROSSING
BRIDGE PARALLEL ZONE 1
IMPACT (ft2 f ZONE 2 TOTAL ZONE 1
(ft2) (ft) (~) ZONE 2
(~) TOTAL ZONE 1
(ftZ) (~) ZANE 2
(~)

1 BRIDGE, 3SPAN,
1 @30',1 @50', 1 @25' -
21 "CORED SLAB _L- STA 16+63

to STA 18+72
X
3068
823 3891

X 330 1825 2155

3398 2648 6046
TOTAL:
Total Linear Buffer Impact = 62 feet - 26' upstream and 36' downstream

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'~ ~ .~, ~` ~ _ `~ ~ DIVISION OF HIGHWAYS
p ~ h'4~7T ' - t 7 lt.Ni ~(.t i 4 I~.y~~• ' 'T f ~~.~ . ~• ~'.
~° ~'' ~~~..,~ + ,~.r F 1 .IA ~ ins ~ ~. ~ JONES COUNTY
'~' !: .,~. _ i71~ i o ~ ~ ~ r r;1 ~ " ~ t lr•,,,;~7.,, "' ~ 'i ~~r n ~ },~ PROJECT 34516.1.1 (B-4168)
` t t _
m A _ 'f, ' "~ ~ _: ~ ~s..e~ ,r '~ ~ :' ti - tk ~, -r ~ BRIDGE N0.13 OVER
'anen :. ~~ ! ~, - s~''~~ a a~ ~~ r ~~'r ~ I. ~ :, ~,A,~i , ~ ~` ~•~ta MUSSEL SHELL CREEg
' • ~ ~[ t011 l ' is a~
"~ ~ " ~ ~, `:~ ~ s. ~•'~~ SHEET 3 OF ~ JULY 11, 2005
.. ds~
.-
1n •. ~ ,f• ~ ~ ~ ~ AL ~ ~'V" .ems ~~,~~
. .. ...

,-
^~[
Crescent Road Mitigation Site Debit Ledger.
The Crescent Road Mitigation Site is sit uth an the western portion of
Road (Crescent Road) both to the north and so ,
ount . It is approximately 2 miles northwest o es'of r~ver necwetlands the
Lenoir C Y
as-built drawings of the site,estorat on, and 7.6 acres of Neuse River riparian
2,291 linear feet of stream
buffer. and vegetation
The 2006-year concluded tof the s t yThe mont oring report
monitoring following construction
;~/vvww.ncdot.or doh/ reconstruct/ a/neu/Monitori eet h drologi and rescentRoa
(h
dRe ort2006 Final. d~ shows the site continues to the debit ledger will be
vegetative success criteria. Upon permit issuance, .
as shown below to debit the Cresent Road site at a 1:1 ratio for the 0.10
updated
acre of unavoidable riverine impacts. for TIP B-4168. - !,_"w ~_"19
1 of 2

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TIP

68
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- 5 V GRAPHIC SCALES DESIGN DATA
PROJECT LENGTH
50 25 0 5o too ADT 2006 = 2400
~k a PLANS ADT 2026 = 3800 LENGTH ROADWAY TIP PROJECT B-4168 - D.141 MILES
°
`
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50 DHV = 11 % LENGTH STRUCTURE TIP PROJECT B-4168 = 0
010 MILES
;,
a 25 0 50 loo
D= 55% .
TOTAL LENGTH TIP PROJECT B-4166 = 0.161 MILES
S PROFILE HORIZONTAL) T 8 % '
w o O 10 5 p l0 20 V= 60 MPH
r , FUNC CLA55=COLLECTOR

w w
d
O `/ PROFILE VERTICAL) ' TTST 3% + DUAL 59'o NCDOT CONTACT.• CATHY S. ROUSER PE
li PRO/RC7 AG/NR811

~oxES coax
LOCATION.• BRIDGE N0. 13 OVER MUSSEL SHELL CREF,IZ
ON NC 41
TYPE OF WORK GRADING, DR4INAGE, PAVING, AND
STRUCTURE
;Gir
s
~~
n
+78.0 , ~~
~~
MUSSEL SHELL CREEK
-=r:
~\
NC 41
END TIP PROJECT
-L- POT STA 21 +
RAR Ii1RT IlYgoq MA pR
8-4168 1
RNt AOIR It-rYIR
rq~lfy~l
33516.1.1 BRSTP-41 3 PE
)3516.2.1 RR.STP1lMV~ s..• . ._

-- - _ - __ .._ TO GREAT DOVER SWAMP
4
Prepprcd Jn 1M Qfllce or: ~~
1 ~etavaocrwaN,1NC. ;~'~
RAllAd9,AS ,fi,
FOR TN8 NORITI ~pypyA pgF7.OF TRANSPORTATION ,

r00T STANDARD SPRCD7CArrpNS :
~'
-;
~~.
RIGHT OF WAY DATE: CLAUDEI7E M K ROGUE PE RUADWAYr~
JUNE 24 2005 PRD~cr FNl:INPRn ~,rio
LETTJNG DATE: HENRY W. BARE =,~••.
APRIL 17, 2007 PROJRCr I~SIGN RNCRY88R X449
SWNArORg;
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
21656
y ENGINEER
3 srArR aesrcN aNCR~RR `s
,
ittss~D••,~
'~;: DEPARTMENT OF TRANSPORTATION
SFAt FEDERAL HIGHWAY ADMINISTRAT70
17306 3
4CINE f'o°o~
F `,
P3
r .
wum APPROVRD
DMS7pN AD.MnYlSIR110R ~~"re
See Sleet i-A For Index of Bluets
See Sleet i-B For Conventlonol SvmMJ.c

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Note: Not to Scale
*S U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
Slate Line ................................
S°g".~°I°lE ~F N~It~f°]H CAgb~]LIN.~
IDTVISII~N ~F ]HBGIHW.~YS
CONVENTIONAL PLAN SHEET SYMBOLS
County line ..................................- . .-
Township Line ................................- -._
City Une ...................................
Reservation Line .............................- .-.-
Properiy Line .................:...............
Existing Iron Pin ...............~.............. 0
Property Comer .............................. -K
Properly Monument ...................•....... Q
Parcel/Sequence Number••••••••••••••••••••• ¢s
Existing Fence Line • ..........................-x -x-x-
d
- - -
-
- - - - - - - • • --
Propose
Woven Wire Fence
• •
• ~-
Proposed Chain Link Fence ~ • - - ~ • • - • • - • • • • ~ • e•
Proposed Barbed Wire Fence•••-•••••••••••••- ~
Existing Wetland Boundary -•••-----•----•----- -~----
Proposed Wetland Boundary • • • • - - - - • • - - - - - - • ti-
Existing High Quality Wetland Boundary - - - - -- ~^ ~-
Existing Endangered Animal Boundary ~-
Existing Endangered Plant Boundary • • • • • • - • • w-
BUILDINGS AND OTHER CULTURE.•
Gos Pump Vent or lbG Tank Cap • • • - • • - - • - • 0
Sign ...............:......................... 0
Well ......................~....---............ o
Small Mine ................................... .k
Foundation ................................... 0
Area Outline ................................ 0
Cemetery ...................................

g ..........:.
Buildin ..........................
School ......................................
Church ......................................

am .................................
........
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir •••••-••••••--•-•--•• r----,
~____J
Riparian Buffer ........................... -~urve~
Flow Arrow .................................~._-...-
Disappearing Stream •••-•--------•••••.-•...}---.-----
Spring .......................................p~-~-~.r~
Swamp Marsh .............................. ~
Proposed Lateral, Tail, Head Ditch • • ~ • • • • - - - • ~$
r~
False Sump .................................
RAILROADS.•
Standard Guage ••••••••••---••••••••••••••-•
C4 rRM5FG4fKlp1
RR Signal Milepost ..... . . .............:..... • ,~~, ss
Switch ....................................... ~
RR Abandoned
RR Dismantled
RIGHT OF R'AY
Baseline Control Point ••••••-••••••••••••••
Existing Right of Way Marker • - • • • • •
Existing Right of Way Line • - • • • • - - - • • - - • - • -
P
osed Ri
ht
f W
li
....... • - - ... - - - - -~-
rop
g
o
ay
ne -
Proposed Right of Way line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
_

..
Concrete or Groniie Marker ~ - - • • ~ •

~
Existing Control of Access - - • • • • • • • • • • • • • ~ - • - --~:--
Proposed Control of Access - - - • • • • • • • • • - • - • ~ - -~-_
Existing Easement Line • • - .. • • :. - - .. - .... - - E --
Proposed Temporary Construction Easement • e
Proposed Temporary Drainage Easement----- - -Toe-
Proposed Permanent Drainage Easement • • • • • - roe-
Proposed Permanent Utility Easement - - • - - - - - -rue -
ROADS AND RF,LRTED FEATURES.•
Existing Edge of Pavement - - ~ • • - - - • • - - - - - ~ - - - - ----
Existing Curb ............................... -
Proposed Slope Stakes Cut -~--~---~--•••••• -- -~---
Proposed Slope Stakes Fill -----~----~••••••• -- -_v---
Proposed Wheel Chair Ramp - • - • • - • • • • • • • • -
Curb Cut for Future Wheel Chair Ramp - - • - • cr
Existing Metal Guardrail ---••-••-~-----•-•••- -* -t-~-
P
d G
il -•~-------~--•--•-•~• ••• r
d ~ '
ropose
uar
ra
Existing Cable Guideroil - - • • • • - ~ • • - • - • • • • • -s ---~- a-
P
d C
bl
G
id
il •--•-••-•----•--••• "
ropose
a
e
u
ero
Equaility Symbol --~••----•-•••-•••••••••--
Pavement Removal
YEGETATION.•
Single Tree ................................. Q
Single Shrub .................................. ,o
Hedge ..................................... : ...,,,,,-,..~.,.:...•
,..
Woods Line ................................. .
Orchard ...................................... 0 Q {} t3
_ - -,
Vineyard ...................................... vi".rQe J
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box CuHert ••--•••-•••••••• U
Bridge Wing Wall, Head Wall and End Wall • ~ ca¢
MINOR:
Head and End Wall •••••••••-••••-----•~•-~ ~~
Pipe Culvert - - - -
Fooibridge .................................. : _ <
Drainage Box Catch Basin, DI or 1B - • • • • • • • • ^~
Paved Ditch Gutter . • . . ....... . .. . . .. . ...... -----
Storm Sewer Manhole -••-••---•-•-•-•-~•••
Storm Sewer .............................. ,
UTILI7TES.•
POWER:
Existing Power Pole ••••••-•--~••--- ---~ ••--
Proposed Power Pole •~---~--------•~-•-~••-- b
Existing Joint Use Pole-••••••-----•--~•------ -~-
Proposed Joint Use Pole --•••••~---••-••••••• ~-
PowerManhole •--••-•••••-----------~-----~ p
Power Une Tower ------••--~--------•••-----
Power Transformer ----------~--------------- 0
WG Power Cable Hand Hole ------~----~---
H-Frame Pole •••-----•--•••••----•
Recorded lLG Power Line - - - ~ - - -
Designated lLfi Power Line (S.U.E.'(
TELEPHONE:
Existing Telephone Pole •-••-••• ---~~--••••- +
Proposed Telephone Pole ---••••••--~•--••-• ~
Telephone Manhole-------~--~~--~---~--•--- 0
Telephone Booth --•••-••••••• •-~- -•~----• p
Telephone Pedestal ••--•---------• ---~~•-•- p
Telephone CetlTower ••••••••••~--••-••••••• ~.
WG Telephone Cable Hand Hole - • • • • - - • • • 0
R
d
d lLG T
l
- - -
ecor
e
e
ephone Cable
• • • • • -
Designated 11~G Telephone Cable (S.U.E,') - • - - - -'- - - -
Recorded llG Telephone Conduit - - - ~ - • - - • rc
Designated WG Telephone Conduit (S.U.E.'j• ----~~----
Recorded U•G Fiber Optia Cable - - • • • • • • • • • 1 ~^-
Designaied U~G Fiber Optia Cable (S.U.E.'j • - - - -' ~^- - -
WATER:
Wafer Manhole ..............................
Wafer Meter ................................. o
WaterVohre .:...............................
Water Hydrant ............................... -0
Recorded WG Water Line ................... ,
Designated USG Water Une (S.U.E.'p • • • • - • • • - - - -~- - - -
Above Ground Water Une •••••••~••••••-••- ~.~w
TV:
TV Satellite Dish ••••••••••••••----••••••--•• ~(
N Pedestal .................................
TV Tower .................................,.
U~G TV Cable Hand Hole ••-••--•••-••~•---
Recorded llG TV Coble ......... . . ....... . . ry

9 ( ~.........
Desi noted l~G TV Cable S.U.E.' - ----r----
Recorded USG .Fiber Optic Cable • • • • • • - - • • ~ • -n ro-
Designated WG Fiber Optic Cable (S.U.E.')•• ----nro---
GAS:
Gas Valve .............:..................
.. ~
Gas Meter .......:..........................
Recorded USG Gos Une ••-••••••--•------~•
Designated WG Gas Une (S.U.E.')~---~~ -- ~ ----a----
Above Ground Gas Une ••------•--•--~-•-•~ ""°`
SANITARY SEWER:
Sanitary Sewer Manhole •••••-••-••-•••-••-•
Sanitary SewerCleanout •--•••• ............. ~
USG 5anitarySewerline -------•--..-....:-.
Above Ground Sanitary Sewer • • ~ - • - . • .. - - . uc sw+~, s....
Recorded SS Forced Main Line - - - • - - - .. - - . ,~-
Designated SS Forced Main Line (S.U.E.') •• ----~----
MISCELLANEOUS:
Utility Pole .................................. ~
Utility Pole with Base ------••---•...-......- ~
Utility Located Object •••••••••..•....-...... p
Utility Traffic Signal Box • • • • • • • .... . . ........
Utility Unknown 11~G Line • • • • • • • • • • ... -.... -~,,,-
USG Tank; Water, Gas, Oil • - • • • • - • . -... -....
EvG Tank; Water, Gas, Oil • • • ... . ...........
USG Test Hole (S. U. E.') .......:......... . . . • ~
Abandoned According to Utility Records •---- AATUR
End of Information • - - • • . . ................... E.0.1.

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B416B-2
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AN;DOT BASEUHE
LOCALIZED PROJEi
4884309301 E
~-TO TREN
DATUM DESCRIPTION
THE ILCN.IZfD COORDINATE R'S/EY AEYELOPED FOR IRIS PROTECT
!S BASED ON iTIE SPATE PLANE ORDINATES EAABLISHED B'
NCDOT FOR YDNIYENI "81168-1'
WITH NAD 1981/95 SPATE PLANE GRID COORDINATES OF
NARTHIM& 49.p58.M16Ni1 EASTIAG: 24911966051fl1
THE A+ERA6E COYBIMED atlD fACiQ4 USED CN IRIS PAOIECT
rcRDUxo ra cRla Is: oy9aR91zs
THE NGlA11BEltf CRID BEARING AND
LOCN.IZED TNNtI1DYTAl. GROUND DISfA1CE FA011
'81168.1' TO i• STATION I)~OO/X! IS
5 11 °5859D" W 1562D96A'!O
All LINEAR DIMENSIONS ARE LOCALf1ED lA7RlZgITAL DISTAICES
veRrlcal. oaruY used Is xao eg
r
v
m
'n
o'
i
0
0
0
i
W
J
LL
SURVEY C011iTROL SHEET B-4168
CONTROL DATA
~
POINT
DESC. NORTH EPST

... . ELEVATION

.................. L STATION
.
............. . OFFSET
..............
.
9307
•1 408130 ...........
2194444.378A 27.09 10.08.14 29.58 Al
1 .
BL
BL•2 '489217.2451 2194548.7270 28.15 17.92.55 17,60 LT
2 3342
9 409799 2494710.5008 26.96 23~9l.7B 30.46 RT
3 .
BL
BENCHMAR% DATA
......................................
BN1 ELEVATION • 2B.ll
N 489183 E 2494646
L STATION 16.99 10l RIGHT
PA SPIKE SET IN 24' MAPLE
........................................
NOTES:
~Il W
3ASEUNE STATION 'BL-3'
.D PROJECT COORDINATES
93342E 2494110.5008 .
u
THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT.•
HTTP: ~WW 59.DOH.DOT.STATENC. USPRECONSTRUCT/HIGHWAY/LOCATION/PROJECTib4168_!s_rnntrol 050224. tzt
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.
IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
® INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NETPVORR ESTABLISHED FROM NGS ONLINE POSITIONING USER SERVICE (OPUS)
NOTE: DRAWING NOT TO SCALE

t „ • ~
N

PAVEMENT SCHEDULE
Ai VARIABLE DEPTH PORTLAND CEMENT CONCRETE PAYEYENT.
APPROX. 9" ASPHALT CONCRETE SURFACE COURSE, TYPE 59.58,
PRDP
C1 .
AT AN AVERAGE HATE OF 188 LBS. PEP SD. YD. IN EACH OF TWO
LAYERS.
MAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SB,
PROP
C2 .
H DEPTH. TO
A
L
i
E
R
II'1" IN DEPT
E%CEED
TO
LAYER8 NOT
IN
BE PLACED
PROP. APPRO%. 51~" ASPHALT CONCRETE BASE COURSE, TYPE B25,D8, AT
Ei AN AVERAGE RATE OF 827 L83. PER S0. YD.
VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.D8,
PROP
"
.
TO
fl
Y
R
SO
S
~
O
E
R
E2 GREATER
OR
DEPTH
IN
THAN
3
LESS
NOT
LAYERS
IN
BE PLACED
THAN bl2" IN DEPTH.
R SHOULDER BEflY GUTTER.
T EARTH MATERIAL.
U E%ISTINO PAVEMENT.
VARIABLE DEPTH ASPHALT PAVEMENT 1SEE STANDARD NEDGINB DETAIL
W ON THIS SHEET)
NOTE: PAVEMENT EDGE SLOPES AAE 1:1 UNLESS SHOWN OTHERWISE.
~ -L-
I
~ -L-
I
EROJECf EEF9ElICE NO. SINET NO.
s-4rr>e 2
EOADWAY DESIGN PAVEMFM DESIGN
6VGINW9: ENGINEER
~ ~~N CAtEV
~,t0{pVbfl~ •p,~; b~ y1
;mot 17306 ~~?
•'~ ~, ~ 0~~ M, C~ I N E E!' 0 oJ~
ykMn uY;l~~`
wu nleiuo n:
~ I~YG;
r xvQauns m
+v+~nr mo/
USE TYPICAL SECTION N0.1 FOR:
•L• STA 13+00 TO STA 16+00
-L• STA 1 B+50 TO STA 21+50
USE TYPICAL SECTION N0.2 FOR:
•L-STA 16+00 TO STA 16+78.10 (BEGIN BRIDGE)
•L• STA 17+83.10 (END BRIDGE) TO STA 18+50
DETAIL FOR SHOULDER BERM GUTTER
USE IN CONJUNCTION WITH TS N0.2
-L-STA 18+07.10 TO STA 16+18.10 (LT & RT)
T
L
Q
0
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~ N
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fo
a
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DETAIL FOR PLACEMENT OF GUARDRAIL
USE IN CONJUNCTION WITH TS NOS,16 2
== -- ,~ ~
-U -
3"MIN.
WEDGING DETAIL FOR RESURFACING
uc~ Iu rnu.u1NC7ION WITH TS N0.1
~ -L-
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GRADE
Al e.o2 FTIFT I P010T02 FTIFT Al
13 PRESTRESSED CONC. CORED SLAB UNITS
BRIDGE TYPICAL .
FOR BRIDGE S13 OVER MUSSEL SHELL CREEK
USE BRIDGE TYPICAL FOR:
-L-STA 16+78.10 TO STA 17+83.1 B
NOTE: EXTRh BRIDGE WIDTH RERUIRED DUE TO SPREAD
TYPICAL SECTION N0. 1
TYPICAL SECTION N0. 2

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