20040933 Ver 1_Application_20040608

..
-~ „
~.° ~° WETLANDS / 401 GROUP
~ ~
~•~~.~- JUN U 8 2004
STATE OF NORTH CAROLINA wAT~QUA~i`IYSECT~
DEPARTMENT OF TRANSPORTATION ~
MICHAEL F. EASLEY
GOVERNOR
LYNDO TIPPETT
SECRETARY
June 1, 2004
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
09~
ATTN: Mr. Steve Lund
NCDOT Coordinator
Dear Sir:
SUBJECT: Nationwide 23 and 33 Permit Applications. Replacement of
Bridge No. 143 over the North Toe River on SR 1304 (Tipton Hill
Road/Ray Road), Mitchell and Yancey Counties. Federal Aid
Project No. BRZ-1304(4), State Project No. 8.2880401, TIP
Project No. B-2848.
The NC Department of Transportation (NCDOT) proposes to replace existing Bridge No.
143 over the North Toe River on SR 1304 (Tipton Hill Road/Ray Road). The project
involves replacing bridge no. 143 with amulti-span two-lane, 350-foot (108 meters) long
bridge over the North Toe River (DWQ Index # 7-2-(27.7), Class "C Tr"). The bridge
will be replaced approximately 50-feet (15.2 meters) downstream (northwest) of the
existing structure. The bridge will have a clear roadway of 24-feet (7.2 meters) in width,
including two travel lanes totaling 20-feet (6.0 meters) in width and a 2-foot (6.0 meters)
shoulder on each side of the bridge.
The existing bridge will remain in place to maintain traffic during construction and will
be removed when construction is complete.
IMPACTS TO WATERS OF THE UNITED STATES
No permanent impacts to Waters of the United States, in the form of wetlands or surface
waters, are anticipated as a result of project construction.
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
FAX: [phone] TRANSPORTATION BUILDING
NC DEPARTMENT OF TRANSPORTATION 1 SOUTH W ILMINGTON STREET
PROJECT DEVELOPMENT AND ENVIRONMENTALANALVSIS WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
1548 MAIL SERVICE CENTER
RALEIGH NC 27699-1548

•
BRIDGE DEMOLITION
The existing Bridge No. 143 is a one-lane structure with five spans totaling 367-feet
(111.9 meters). The superstructure consists of a reinforced concrete deck, an asphalt
wearing surface, and metal guardrails. The substructure consists of reinforced concrete
earth-filled spandrel arches, reinforced concrete abutments, and reinforced concrete piers.
The depth from roadway crown to the streambed is approximately 28-feet (8.5 meters).
Guidelines followed for the construction phase of the project are in accordance with the
NCDOT Best Management Practices for Protection of Surface Waters and the Tennessee
Valley Authority (TVA) Water Management Standard Conditions.
BRIDGE CONSTRUCTION
Bridge No. 143 will be a three span, steel girder, cast-in-place concrete deck
superstructure. The substructure will include drilled piers for two interior bents.
Construction of the bridge will require the need for a temporary causeway/workpad.
TEMPORARY CAUSEWAYS/WORKPADS
There will be 0.257 acres of temporary impacts in the North Toe River from the
construction of a temporary bridge workpad for the construction of Bridge No. 143.
Temporary workpads of Class II Rip Rap topped with 1-inch of Class I Rip Rap will be
required to provide access to the site for construction equipment.
No permanent fill will result from the subject activity. The materials used as temporary
fill in the construction of the rock causeways, will be completely removed. The entire
causeway footprint shall be returned to the original contours and elevations after the
purpose of the causeway has been served. After the causeways are no longer needed, the
contractor will use excavating equipment to remove all materials. The causeway is
estimated to be in the water for about 8 months. All causeway material will become the
property of the contractor. The contractor will be required to submit a reclamation plan
for removal of and disposal of all materials off-site.
FEDERALLY-PROTECTED SPECIES
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under Endangered Species Act §§7
and 9. As of January 29, 2003, the US Fish and Wildlife Service (USFWS) lists 13
federally protected species for Mitchell and Yancey Counties (Table 1). Other than the
Appalachian elktoe (Alasmidonta raveneliana), the biological conclusions of "No Effect"
were reached for all listed. Currently a biological assessment (BA) is being produced for
the Appalachian elktoe that will closely follow this permit application.
Page 2

f ~
T~hln 1 Fprlprally PrntPC~tPrl CnPripc fnr Navwnn(1 C:nnnty
SCIENTIFIC NAME COMMON NAME COUNTY STATUS BIOLOGICAL
CONCLUSION
Clemys muhlenber ii Bo turtle Y T(S/A) No Effect
Corynorhinus townsendii Vir inia bi -eared bat Y E No Effect
Felis concolor cou ar Eastern cou ar Y E No Effect
Glaucom s sabrinus coloratus Carolina northern fl in s uirrel M,Y E No Effect
Myotis sodalis Indiana bat M E No Effect
Alasmidonta raveneliana A alachian elktoe M, Y E See BA
Geum radiatum S readin avens M,Y E No Effect
Houstonia montana Roan Mountain bluet Y E No Effect
Liatris helleri Heller's blazin star M T No Effect
Solida o s ithamaea Blue Ride oldenrod M T No Effect
S iraea vir iniana Vir inia s iraea M, Y T No Effect
G mnoderma lineare Rock ome lichen M, Y E No Effect
Microhexura montiva a S ruce-fir moss s ider Y E No Effect
KEY:
COUNTY:
"Y" Denotes Yancey County
"M" Denotes Mitchell County
STATUS:
"E" Denotes Endangered (a species that is in danger of extinction throughout all or a significant portion of
its range.
"T" Denotes Threatened (a species that is likely to become endangered species within the foreseeable future
throughout all or a significant portion of its range).
"T(S/A)" Denotes Threatened due to similarity of appearance (a species that is threatened due to similarity of
appearance with other rare species and is listed for its protection).
REGULATORY APPROVALS
Section 404 Permit: It is anticipated that the construction of the temporary causeways will
be authorized under Section 404 Nationwide Permit 33 (Temporary Construction Access
and Dewatering). We are, therefore, requesting the issuance of a Nationwide Permit 33
authorizing construction of the causeway. All other 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 (FR number 10, pages 2020-2095; January 15,
2002).
Section 401 Permit: We anticipate 401 General Certifications number 3403 and 3366 will
apply to this project. In accordance with 15A NCAC 2H .0501(a) we are providing two
copies of this application to the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, for their records.
We anticipate that the Corps of Engineers will request comments from the North Carolina
Wildlife Resources Commission (NCWRC) prior to authorization. By copy of this letter
and attachment, NCDOT hereby requests NCWRC review. NCDOT requests that
NCWRC forward their comments to the Corps of Engineers.
Page 3

A copy of this permit application will be posted on the DOT website at:
http://www.ncdot.org/planning/pe/naturalunit/Permit.html.
If you have any questions or need additional information, please contact Mr. Chris
Manley at [phone] or [e-mail].
Sincerely,
Gregory .Thorpe, Ph.D. Environmental Management Director,
Project Development and Environmental Analysis Branch
cc:
Mr. John Hennessy, Division of Water Quality (7 copies)
Ms. Mazella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Greg Perfetti, P.E., Structure Design
Mr. Harold Draper, TVA
Mr. David Franklin, USACE, Wilmington
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omaz Sultan, Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. J. J. Swain, P.E., Division Engineer
Mr. Roger Bryan, DEO
Ms. Stephanie Caudill, P.E.
Page 4

f 1
Office Use Only: ®~ O ~ ~ ~ Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item ~s not applicable to this project, please enter "loot Appucabie" or ..NiA~ .)
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
2. Nationwide, Regional or General Permit Number(s) Requested: NW 23 & 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Cazolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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 Cazolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: NCDOT
Mailing Address: 1548 Mail Service Center
Raleigh, NC 27699-1548
Telephone Number: 919-733-3147 Fax Number: 919-766-9794
E-mail Address: tg_hor~[e-mail]
2. AgentlConsultant 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:
E-mail Address:
Fax Number:
Page 1 of 8

t
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: Bridge replacement over the North Toe River
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-2848
3. Property Identification Number (Tax PIN):
4. Location
County: Mitchell and Yancey Nearest Town: Ramseytown
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Bridge No. 143 over the North
Toe River on SR 1304
5. Site coordinates, if available (UTM or LatlLong): 82° 19'00"W 36°01'30"N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): North Toe River
8. River Basin: French Broad
(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: One Lane 367 ft. bridge, consisting of a reinforced concrete
deck, asphalt wearin~ysurface, metal guardrails; substructure consists of reinforced concrete
arches, abutments, and piers.
Page 2 of 8

I ~
10. Describe the overall project in detail, including the type of equipment to be used:
Replacement of existing bridge on new alignment SOft. downstream with three span, steel
girder cast-in-place concrete deck bridge. Cranes and earth moving equipment will be used.
11. Explain the purpose of the proposed work: To replace Bridge No. 143.
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 with
construction schedules.
N/A
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.
N/A
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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
Page 3 of 8

mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Minor temporary surface water impacts due to fill for the bridge. No wetland impacts.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-yeaz Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, sepazately list impacts due to both structure and flooding.
** 100-Yeaz floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at I-800-358-9616, or
online at htro://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater mazsh, forested wetland, beaver pond,
Cazolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(leases eci )

* List each impact sepazately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the lineaz footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.gov. Several interne[ sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.ma~quest.com, etc.).
Page 4 of 8

Cumulative impacts (linear distance in feet) to all streams on site:
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
ba ,ocean, etc.)
1 Temporary fill 0.398 North Toe River River

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
In order to minimize impacts to water resources, NCDOT "Best Management Practices
for the Protection of Surface Waters" will be strickly enforced during the entire life of the
project.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 5 of 8

freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
andlor 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 NCWRP 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
httn://h2o.enr.state.nc.us/ncwetlands/strmgide html.
1. 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.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Page 6 of 8

f ~ ~
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ^
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)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ^
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 3
2 1.5
Total
* Zone 1 extends out 3U feet perpendicular from near banK of channel; Gone Z extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No ^
Is this anafter-the-fact permit application?
Yes ^ No ^
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

A}~pGcant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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___- __._.________.._---. -~L _-_.----__ .__.~~\ \ L___. ._._.~
VICINITY MAP
~~~~~
DIVISION OF HIGHWAYS
~y MITCHELL / YANC~v.F GY)UN?'Y
~j PRO7ECT:8.Y880~01 Q1-2818D
~~ ~ ~ BRIDGB ~1~3 ON 3R 1~
i OVER NORTH TOE RIVER
SHEET ~_ OF
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~, NoRTH CAROLINA

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PROPOSED E'^'^^r nrrv
WORKPAD
I' - CLASS I RIP RAP)
N.W.S. ELEV=20:
FLOW
R~
~CLHJJ II f\If RHr!
QUANTITIES OF ESTIMATES
VOLUME OF CLASS II RIP RAP= 2175 yds3
AREA OF CLASS II RIP RAP= 0.398 ac
Estimate 2480 Tons Class ii Rip Rap

JC" ~ ~1C" ~~~ JL ®Vr 1.V ~~~
NAMES AND ADDRESSES
NAMES
ANNA LEE HUGHES
TROY HUGHES
PHIN PETERSON
ADDRESSES
41 PETERSON LANE
GREEN MOUNTAIN, NC 28740
41 PETERSON LANE
GREEN MOUNTAIN, NC 28740
GREEN MOUNTAIN, NC 28740
STANLEY & IRENE TIPTON
BARBARA MILLER
CSX RAILROAD
RT 1 BOX 298
GREEN MOUNTAIN, NC 28740
RT 4 BOX 405
BURNSVILLE, NC 28714
LOCUST ST.
SPRUCE .PINE, NC 28777
.....

WETLAND PERMIT IMPACT SUMMARY
W A R

Site
No.
Station
(FromlTo)
Structure
Size I Type
FIII In
Wetlands
ac
Temp. Fill
In Wetlands
ac
Excavation
In Wetlands
ac Mechanized
Clearing
(Method III)
ac
Fill In SW
(Natural)
ac
Fili In SW
(Pond)
ac
Temp, Fill
In SW
ac Existing
Channel
Impacted
ft Natural
Stream
Design
ft
1 11+87,50 -L- TEMP BRIDGE WORKPAD 0.398

TOTALS : 0 0 0 0 0 0 0.398 0 0

~ C ~ 1 ~,
~.
~ ~ APR ~ ~ 1997
~.
z
Lt
Tennessee Yaliey Auttwrity, 400 West Surrunit Hitl price, W~oxWle, Terx~essee 37902-1499 ~~1-~l~
~~urY.
Apri123, 1997
Mr. H. Franklin Vick, P.E.
Manager
Planning and Environmental Branch
North Cazolina Division of Highways
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Vick:
BRIDGE REPLACEMENT GROUP XII (WESTERN NORTH CAROLINA), NCDOT TIP
NUMBERS B-2150, B-2848, B-2927, B-3000, B-3118, B-3189, AND B-3205, FRENCH
BROAD RIVER TRIBUTARIES AND NORTH TOE RIVER, BUNCOMBE, HAYWOOD,
MADISON, MCDOWELL, MTfCHELL, AND YANCEY COUNTIES, NORTH. CAROLINA
As a follow-up to my letter of Mazch 5, 1997, on the proposed bridge replacement projects in
westena North Cazolina, I wish to transmit the following additional inforniation obtained through a
search of TVA's heritage database. No inforn~ation was available for bridges not listed.
Information is listed by bridge and represents species that maybe in appropriate habitats in the
vicinity of the bridge listed.
B-2150, NC 212, Bridge #32 over Shelton Laurel Creek, Madison County
Aquatic Animals
freshwater drum Aplodinotus grunniens State Threatened (ST)
river carpsucker Carpiodes carpio State Special Concern (SPCO)
banded sculpin Coitus carolinae ST
mooneye Hiodon tergisus
American brook lamprey Lampetra appendix
mountain madtom Noturus eleutherus
logperch Percina cap~rodes
longhead darter Penina macrocephala
dusky darker Percina sclera
olive darter Percina squamata
paddlefish Polyodon spatula
Plants
Clinton lily
mapleleaf alumroot
Virginia waterieaf
SPCO
ST
SPCO
ST
SPCO
State Endangered (SE)
SPCO
SE
Clinfonia borealis SPCO
Heuchera longiflora SPCO
var. aceroides
Hydrophyllum virginianum ST

1
May 2, 1997
Page 4 of 4
U.S. ARMY CORPS OF ENGINEERS. WILMINGTON DISTRICT, COMMENTS ON:
"Notifcation of Start of Study and Request for Project-Input, Bridge Replacement Group
XII (Western North Carolina"
2. WATERS AND WETLANDS: (Continued)
d. The report should address impacts to recreational navigation (if any) if a bridge
span will be replaced with a box culvert.
e. The report should address potential i,^;pGcts tc anadrer~ous fish passage if a
bridge span will be replaced with culverts.
At this point in time, construction plans are not available for review. When final
plans are complete, including the extent and location of any work within waters of the
United States and wetlands, our Regulatory Branch would appreciate the opportunity to
review those plans for aproject-specific determination of DA permit requirements.
For additional information, please contact the following individuals:
David Baker at [phone] for Buncombe, Haywood, Madison,
Mitchell, and Yancey Counties
Steve Chapin at [phone] for Burke and McDowell Counties

Mr. H. Franklin Vick, P.E.
Page 3
Apri123, 1997
• B-3118, SR 1674, Bridge # 165 over Beaver Dam Creek, Buncombe County
Aquatic Animals
blotchside logperch Per+cina bunbni SE
logperch Penina caprodes ST
paddlefish Po/yodon spathula SE
Wetlands In the Construction Location:
PSS9A (pa:ustrine/scrub-shrubbroad-leaved deciduous/temporarily flooded)
• B-3189, SR 1643, Bridge #272 over Southern Railroad, Haywood County
No Sensitive resources or wetlands records for the vicinity of this project.
B-3205, NC 209, Bridge #30 over Spring Creek, Madison County
Aquatic Animals
freshwater drum Aplodinotus grunniens ST
banded sculpin Cottus carolinae ST
^ barrens topminnow Fundulus julisia ST
mooneye Hiodon tergisus SPCO
mountain madtom Noturus e/eutherus SPCO
logperch Pentina caprodes ST
dusky darter Percina sclera SE
olive darter Percina squamata SPCO
Should you have any questions, please contact Harold M. Draper at [phone] or
hmdraper~ a.gov.
Sincerely,

Jon M. Loney, Manager
Environmental Management

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
YVILMINGTON, NORTH CAROLINA 28402-1890
IN f~PLY ~FEfl 70
May 2, 1997
Special Studies and
Flood Plain Services Section
Mr. H. Franklin Vick, P.E., Manager
Planning and Environmental Branch
_ North Carolina Division of Highways
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. Vick:
~'; _"
~^ ~ ~ .
~j .
MAY U R
V '~v7
r~vr~~
~~HIGHI;~ ,I'
This is in response to your fetter of February 10, 1997, subject, "Notification of
Start of Study and Request for Project Input, Bridge Replacement Group XII (Westem
North Carolina." The bridge replacement projects are located in var'sous Westem North
Carotin°a counties.
Our comments are enclosed. We appreciate the opportunity to comment on these
projects. If we can be of further assistance, please contact us.
Sincerely,
t~.l
C. E. Shuford, Jr., P.E.
Acting Chief, Engineering
and Planning Division
Enclosure
Copies Furnished (with enclosure
and incoming correspondence):
Mr. Roger Milstead
River System Operations
Tennessee Valley Authority
400 West Summit Hill Drive
Knoxville, Tennessee 37902-1499
Mr. Jamie James (CEORN-EP-H-M)
U.S. Army Engineer District, Nashville
Post Office Box 1070
Nashville, Tennessee 37202-1070

May 2, 1997
Page 1 of 4
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT, COMMENTS ON:
"Notification of Start of Study and Request for Project input, Bridge Replacement Group
XII (Western North Carolina"
1. FLOOD PLAINS: POC - Bobby L. Willis, Special Studies and Flood Plain
Services Section, at (9101251-4728
All of the bridges, except for those in Burke and McDowell Counties, are within the
planning jurisdiction of the U.S. Army Corps of Frgineers (USP,CE), ~;ashville Cistrict.
These bridges are located within counties which participate in the National Flood
Insurance Program {NFIP). From the various Flood Insurance Rate Maps {FIRMS), it
appears that both approximate study and detail study streams are involved. (Detail
study streams are those with 100-year flood elevations determined and [generally] a
floodway defined). A summary of flood plain information pertaining to these bridges is
contained in the following table. The FlRMs are from the county flood insurance study
unless otherwise noted. ,
Bridge Route Study Date Of
No. No. Co unto Stream Tvpe Firm
32 NC 212 Madison Shelton Laurel Ck. Approx 9182
143 SR 1304 MitchelVYancey North Toe River Approx 9188
123 US 19-23 Buncombe None (So. RR) None 5/96
304 SR 1407 McDowell Mill Ck./So. RR Approx 2197
164 SR 1674 Buncombe Beaver Dam Ck. Detail 5196
52 US 70 Bus. Burke Hunting Ck. Detail 2187
272 SR 1643 Haywood None (So. RR} None 1182 ""'
30 NC 209 Madison Sp; ing Ck. Detai!'"` 9182
81192 US 221 McDowell Catawba~River Detail''*'^` 7188
Map is City of Morganton FIRM.
'"" Map is Town of Canton FIRM.
'""` Detailed study limit is downstream side of road.
'""* No floodway computed.

May 2, 1997
Page 2 of 4
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT, COMMENTS ON:
"Notification of Stan of Study and Request for Project input, Bridge Replacement Group
XII (Western North Carolina"
1. FLOOD PLAINS: (Continued)
Reference is made the Federal Emergency Management Agency's (FEMA's)
"Procedures for'No Rise' Certification for Proposed Developments in Regulatory
Floodways', copies of which have been provided previously to your office. The project
should be designed to meet the requ~r2msnts of the N; !P, administered by FEMA, and
be in compliance with all local ordinances. The engineering point of contact for the
NFIP in this FEMA region is Ms. Bel Marquez, who may be reached at (770} 220.5436.
Specific questions pertaining to community flood plain regulations or developments
should be referred to the local building official.
All of the affected counties, except for Burke- and McDowell Counties, are within
the planning jurisdiction of the USACE, Nashville District, and the Tennessee Valley
Authority (TVA) with respect to any construction or development involving the flood
plains. The Nashville District does not currently have projects that would be affected by
the proposed project. Mr. Jamie James may be contacted at (615} 736-5948 for further
information and comments from the Nashville District. Flood plain concerns are
normally addressed within the TVA Section 26a permitting process. A 26a permit is
required for all construction or development involving streams or flood plains in the
Tennessee River drainage basin. Mr. Roger Milstead at [phone] should be
contacted for information on the TVA 26a permitting process.
2. WATERS AND WETLANDS: POC - Asheville Field Office, Regulatorv Branch
Individual POC's are listed foiiowin4 the comments.
All work restricted to existing high ground will not require prior Federal permit
authorization. However, Department of the Army permit authorization pursuant to
Section 404 of the Clean Water Act of 1977, as amended, will be required for the
discharge of excavated or fill material in waters of the United States or any adjacent
and/or isolated wetlands in conjunction with your proposed bridge replacements,
including disposal of construction debris.

May 2, 1997
Page3of4
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT, COMMENTS ON:
"P.otification of Staff of Study and Request for Project Input, Sridge Replacement Group
XII (Western North Carolina"
2. WATERS AND WETLANDS: (Continued)
The replacement of these bridges may be eligible for nationwide permit
authorization (33 CFR 330.5(a)(23)] as a Categorical Exclusiol, depending upon the
amount of jurisdictional wetlands to be impacted by a project and the construction
techniques utilized. Please lie remir.:ied that, prior to ~tiliz :tion o; na;ion~vida permits
within any of the 25 designated mountain trout counties, the North Carolina Department
of Transportation should provide a letter of notification to the Asheville Regulatory Field
Office and the appropriate North Carolina Wildlife Resources Commission office with
reference to impacts to mountain trout water habitat. The mountain trout designation
carries discretionary authority for the utilization of nationwide permits. In addition, any
jurisdictional impacts associated with temporary access roads or detours, cofferdams,
or otheF dewatering structures should be addressed in the Categorical Exclusion
documentation in order to be authorized by Nationwide Permit No. 23 (NWP 23). If
such information is not contained within the Categorical Exclusion documentation, then
other DA permits may be required prior to construction activities.
Where possible, the bridges should be replaced with bridges, and impacts to the
channel and wetlands should be avoided and/or minimized. Although these projects
may qualify for NWP 23 as a categorical exclusion, the project planning report should
contain sufficient information to document that the proposed activity does not have
more than a minimal individual or cumulative impact on the aquatic environment.
Accordingly, we offer the following comments and recommendations to be addressed in
the planning report:
a. The report .should contain the amount of permanent and temporary impacts to
waters and wetlands as well as a description of the type of habitat that will be affected.
b. Off-site detours are always preferable to on-site (temporary) detours in
wetlands. If an on-site detour is the recommended action, justification should be
provided.
c. Project commitments should include the removal of all temporary fills from
waters and wetlands. In addition, if undercutting is necessary for temporary detours,
the undercut material should be stockpiled to be used to restore the site.

May 2, 1997
Page 4 of 4
U.S. ARMY CORPS OF ENGINEERS. WILMINGTON DISTRICT, COMMENTS ON:
"Notification of Start of Study and Request for Project Input, Bridge Replacementuroup
XII (Western North Carolina"
2. WATERS AND WETLANDS: (Continued)
d. The report should address impacts to recreational navigation (if any) if a bridge
span will be replaced with a box culvert.
e. Thy report should address potential i^;pacts t~ anadre ~ sous ish passage if a
bridge span will be replaced with culverts.
At this point in time, construction plans are not available for review. When final
plans are complete, including the extent and location of any work within waters of the
United States and wetlands, our Regulatory Branch would appreciate the opportunity to
review those plans for aproject-specific determination of DA permit requirements.
For additional information, please contact the following individuals:
David Baker at [phone] for Buncombe, Haywood, Madison,
Mitchell, and Yancey Counties
Steve Chapin at [phone] for Burke and McDowell Counties

' Federal Aid R ~' t'~~4 4
TIP ~ l~ • 2f~f~
County •Mltr•:~tW.t. f y~N~
CONCURRENCE FORt1~I FOR PROPERTIES NOT ELIGIBLE FOR
THE NATION,~-L REGISTER OF HISTORIC PLACES
Brief Projcci Description ~'~ ~D~ -~-~~ t43 0~ SP- t~4 oytue. ~~ wr+t Teti
(2.ww~ loaao~ ~~~r ~1
xt,
On ~Pa~ 1"t , t`~~l , representatives of the
/ Norh Carolina Department of Transportation (NCDOT)
Federal HiQh~cay Administration (FH~vA)
_ /L North Carolina State Historic Preservation Oi.:ice (SHPO)
Otl;cr
rcvietired the subject project at
?~ seeping m~tin~ -
/ Y.istoric architectural resources photograph revic~v session/censultut:on
Other
All parties present agreed
dicre arc no properties over fiit}• years oid ~~•ithin fire proicct•s arch of potcat;al c:;ccs.
w .
thc:c arc no properties less than fift}- ~•ears old ~ehica are conside:cd to meet Critcricn
Ccnsidcration G ~~'ithin the project's ar.,a of potential efre~ts.
there arc properties o~~er fim- ~•c:.rs old (list artachcd) «ithin the proiect's arcs of potential c~~~ts,
but based on the historical information available and the pactovraphs of cac:t eroocr::, proocrics
iccntii-tcd as Dn ~ ~ l43 elf y~~ will ~ {~.a.%t, 'fi't are con_idcrcd not eli~icle
for \ational Rc2i er :~ttd no fur-he: e:•aiuation of tfzc:n is nc~~ss~r<•.
`~ t'::crc are no tiational Re~istcr-':istcd properties ~:•ithin the preica•s :.rca of Fote^tiJ c ccs.
Sisncd:

CDOT
«•y'~~for the Divis~n Administrator, or ocher Federal AQCncy
0

Historic Preservation Officer
Date
Date
Date
1f a surv~: rrport is prcpar~d, a linal coon of this form a::J it:c attrchod List ~.i11 h~ iuclud~•ci.

APP~ix F
WATER fUTANAGEMENT STANDARD CONDITIONS
For all off-reservoir n~quests. a condition should be phased in any general permit or letter of no jurisdiction to
inform the applicant of the need to comply with local floodplain regulations that may be in effect The condition
should read:
You should contact your local government official(s) to ensure that this facility complies with all applicable
local floodp{ain regulations.
The following conditions should be used far a!! bridge and culvert approvals:
Best Management and Best Engineering Practices will be used to prevent the introduction of soil or any
other pollutants into surface or groundwatets, inducting but not limited to the following:
a. installing cofferdams and/or sift control structures between construction areas and the streams prior
to any soii~isiurbing demo[itioNconstruction activity, and clarifying all water that is trapped or
accumulates behind these devices to meet water quality criteria before it is returned to the stream.
Coffeniams must be used wherever construction activity is at or below water elevation.
b. Removing demolition products and construction by-products from the site for recycling. rf practicable,
or proper disposal outside of a 100-year floodplain.
c. Minimizing removal of vegetation.
d. Keeping equipment out of streams (i.e., performing work 'in the dry').
e. Keeping equipment off stream banks to the degree practicable.
f. Using erosion control structures around any material stockpile areas.
g. Removing, redistributing, and stabilizing (with vegetation) all sediment which accumulates behind
cofferdams and sift control structures.
h. Using vegetation (versus shot rock or riprap) wherever practicable and sustainable, to stabilize
streambanks and floodplain areas. These areas will be stabilized as soon as practicable, using
" either an appropriate seed mixture that includes an annual (quick cover) as well as 1 or 2 perennia!
legumes and t or 2 perennial grasses, or equivalent sod. In certain periods of the year, this will
require initial planting of a quick saver annual only, to be fo{{owed by subsequent establishment of
the perennials. Seed and soil will be protected as appropriate with erosion control netting and/or
mulch, and provided adequate moisture. streambank and floodplain areas will also be permanently
stabilized with native woody plants. to include trees wherever practicable and sustainable and
consistent with other regulatory agency spedfications.
i. Applying deaNshaken riprap or shot rock (where needed at water/bank interface) over a water
permeable/soi{ impermeable fabric or geotextile and in such a manner as to avoid stream
sedimentation or disturbance.
j. Avoiding spilling concrete, or other substances or materials: into the streams.
k. Designing/constn,cting any instream piers in such a manner as to discourage rarer scouring or
sediment deposition.
!. Bank, shoreline. and fioodplain stabilization will be pem~anenity maintained in order to prevent
erosion, protect water quality, and preserve aquatic habitat.
m. Cuhrerts are constructed in phases, and adequate streambank protection measures are employed,
such that the diverted streamflow is handled wrthout creating streambank or steeambed
erosioNsedimentation and without preventing fish passage.
32

1
Appendix F
2. Concrete box culverts and pipe culverts (and their extensions) must create/maintain velocities and flow
patters which offer refuge for fish and other aquatic Gfe. and allow passage of indigenous fish species,
under all flow conditions. Culvert floor slabs and pipe bottoms must be buried at least one fool below
streambed elevation, and filled with naturally-occxuring stneambed materials. !f geobgic conditions do not
allow burying the floor, it must be otherwise designed to allow passage of indigenous fish species under all
flow conditions.
3. All natural stream values ('including equivalent energy dissipation. elevations. and velocities; riparian
vegetation; riffiefpoof sequencing; habitat suitable for fish and other aquatic life] fiuist be provided. at all
stream modification sites. Tf~is must be acxomplished using a combination of rock and bioengineering,
and is not accomplished using solid. homogeneous riprap from bank to bank
~3

MITCHELL/1r"ANCEY COUNTY

~.~ ...
(2.0 ft) --- '--
(10.0 ft) ........
(10.0 ft) v.v :::
(2.0 ft) .~.~ ... .......
(8.0 ft)
3.6 m Des.
(12.0 ft)
-Grade Point
.08

-~-
ORIGINAL
GROUND
.off .Og
-~~~~
.~
• 77ie steepest practical slopes as determined
by soils and foundation section should be utilized.
Normally these slopes normally will range from
1 112 :1 to 2:1. A guardrail study will be required
for slopes greater than 3:1.
.1`L-
~ ORIGINAL
TO GROUND
tY
DESIGN CRITERIA
7.2 m
(24 ft)
0.6 m 6.0 m --: 0.6 m
(2 ft) (20ft) (2ft)
1 I
TYPICAL BRIDGE CROSS SECTION
TYPICAL ROADWAY CROSS SECTION
B-2848
BRIDGE #143 ON SR 1304 OVER NORTH TOE RIVER
DESIGN SPEED
CURRENT YEAR ADT (1997)
DESIGN YEAR ADT (2017)
TTST , % DUALS
FUNCTIONAL CLASSIFICATION
TERRAIN
MINIMUM RADIUS
MAXIMUM GRADE
SUPERELEVATION RATE
< 50 kmlh (30 mph)
180 vpd
300 vpd
2% , 3%
RURAL MINOR COLLECTOR
MOUNTAINOUS
90 m (if possible)
10%
e~ = 0.06

FIGURE 5

APPENDIX

rsewr..
MITCHELL COL7]vTY BOARD OF EDUCATION
OFFICE OF THE ENT
Robert Arrowood 175 School Road
Assistant Superintendent Bakersville, North Carolina 28705
Dr. 8itt Sears
Assistant Superintendent 1704) 688-4432 Or 688-3232 -FAX [phone]
Elena Street Dsle Dunesn, Superntendent
Finance Officer
DATE: February 24, 1997
TO: Mr. Gerald 8. Knott
Section Chief
School Plaguing
Dept. of Public Inst.
301 N Wilmington St.
Raleigh, NC 27601-2825
FROM: Dale Duncan, Supt.
Mitchell County Schools
SIIBJECT: National Eaviroameatal Policy Act
BOARD MEMBERS
Bitl M. Sparks, Chsirman
Mrs. Jeekie B{evins
Doug Dellinger
Marvin Miller
Ed Terrell
Y don't know of gay environmental impacts that I could share
concezniag the replacement of SR 1304, Bridge #143 on North Toe
River, NCDOT Tip No. B-2848.
Sinc rel
~~
Dale Duncan, Supt.
Mitchell County Schools
DD/cp
An Equa! Opportunity Employer

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See Suet 7-A For Index of SheetJs
1320 1321
I
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~ 1343 END PROJECT 2
-- ,, o~ 131d
1304
j, 9i ~m 1320
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r Clearing on this project shall be performed to the limits established by method II.
NCDOT Contact Teresa Bruton PE Project Engineer -Design Services _

-
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PreyvraG For:
DIVISION OF HIGHWAYS
_ LENGTH ROADWAY TIP PROJECT 8-2848 = 0.043 MI
ADT 2001 = 300 BOOB BircA Ridge n.., xc, 2~6~0
= 50 25 0 50 100
00 LENGTH STRUCTURE TIP PROJECT B-2848 = 0.069 MI
1eo1 sxwD~RD sPECiFTCATfOxs
~~~~
~
~
ADT 2025 =
5
.
_
PLANS DHV = 11 % TOTAL LENGTH TIP PROJECT B-2848 = 0.112 MI
; RIGHT OF WAY DATE: JERRY CARTER PE
~
50 25 0 50 100
_ _ D = 70 % AUGUST 28, 2003 PRG~ECr ENCnvEER
y rr~r _ _ T = 5 %
~ PROFILE )HORIZONTAL)
~ ~ V = 35 MPH LETTING DATE: REECE M SCHULER. PE
= s o l0 20
to IANUARY 20, 2004 PRO~~' °~'~ ~'"'~
`~
lj l~ ' TTST 2 °k DUAL 3 °k
PROFILE (VERTICAL)
ii
~,, I.~ .. ~ j ~ ~ ~~~~;,!t I -
YA~CEY ~ MI TCHELL CD U11 t TIES
LOCATION: Bridge #143 on SR 1304
over North Toe River
TYPE OF WORK Grading, Paving, Drainage, and Structure
eea rtsr worsct'tnnoein xn vma
•C• 8 -2848 1
rtm rR°cna rsrrtaa m°Inw
32126.1.1 BRZ-1304 4 PE
32128.2.2 BRZ-1304 4 WW ~ UTIL.

Midmeseoro,
0 RRMUCky
WrN1 N'A
Creenevllle.
rems.s.e
r..~w.aMda. m`"~"
~ ~Sn tauErw PRELIMINARY PLANS
CMRIII}IR° rJIQIMrtB 41.E9~ii1i I1C VOT ;'!'~E PDY Cr,NS'1'0.l'fTIOT'
[myrMte sH YapnR Wfon Fc
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HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
ROADWAY DESIGN STATE DESIGN ENGINEER
ENGINEER DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATI01
PE.

, I P0.0JECr AEFEAENCE N0. EXEEf N0.
*S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS f~ RELATED ITEMS
Edge of Pavement
Curb
Prop. Slope Stakes Cut _ _ _ ~ _ _ _
Prop. Slope Stakes Fill --- F ---
Prop. Woven Wire Fence -g-~--
Prop. Chain link Fence --~---~-
Prop. Barbed Wire Fence -e--~-
Prop. Wheelchair Ramp cR
Curb Cut for Future Wheelchair Ramp CF
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall
Pipe Culvert
Footbridge
Drainage Boxes
Paved Ditch Gutter
UTILITIES
Exist. Guardrail -i -L -_--- Exist. Pole
Prop. Guardrail Exist. Power Pole
Equality Symbol ~ Prop. Power Pole
Exist. Telephone Pole.
Pavement Removal ® Prop. Telephone .Pole
RIGHT OF WAY Exist. Joint Use Pole
Baseline Control Point ~ Prop. Joint Use. Pole
Existing Right of Way Marker ~ Telephone Pedestal
USG Telephone Cable Hand Hold
Exist. Right of Way Line v~Aarker --_8-- - Cable N Pedestal
Prop. Right of Way Line with Proposed U-G N Cable Hand Hold
RrW Marker (Iron Pin 8~ Cap) _- lYG Power Cable Hand Hold
Prop. Right of Way line with Proposed Hydrant
(Concrete or Granite) RM/ Marker ~- Satellite Dish
Exist. Water Valve
Exist. Control of Access Line --~ A ~- Sewer Clean Out
,_,
Prop. Control of Access Line -.~-- Power Manhole
Exist. Easement line _____ _E______ Telephone Booth
Prop. Temp. Construction Easement Line Cellular Telephone Tower
-e Water Manhole
Prop. Temp. Drainage Easement Line -roE- Light Pole _
Prop. Perm. Drainage Easement Line -Poe- H-Frame Pole.
HYDROLOGY
Stream or Body of Water
River Basin Buffer
Flow Arrow
Disappeoring Stream
Spring
Swamp Marsh
Shoreline
Falls, Rapids
Prop Loteral, Tail, Head Ditches
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert
Bridge Wing Wall, Head Wall
and End Wall
Power Line Tower
Pole with Base
- - Gas Valve
_-- - Gas Meter
- - ~ Telephone Manhole
>-- - Power Transformer.
0~ ~ Sanitary Sewer Manhole
Storm Sewer Manhole
-------- Tank; Water, Gas, Oil
- - - -' - - - Water Tank With Legs
Traffic Signal Junction Box
r`~ Fiber Optic Splice Box
Television or Radio Tower
Utility Power Line Connects to Traffic
Signal lines Cut Into the Pavement
_1
__caNC
~
/
\
JCONC Wwl
Recorded Water Line -w_w-
~-,~ Designated Waterline (S.U.E.*) __W__w__
Sanitary Sewer -ss-ss-

>--- Recorded Sanitary Sewer Force Main -fss-FSS-
Designated Sanitary Sewer Force Main(S.U.E.*) -_FS5 -F55--
Recorded Gas Line
-- c-~
Designated Gas Line (S.U.E.*) _ ~_ _o_ _
Storm Sewer -s-s-
Recorded Power Line _,_P
' Designated Power Line (S.U.E.*) _ .~_ _P_ _
L
b Recorded Telephone Cable -T-T-
Designated Telephone Cable (S.U,E.*)
+ - -T- -T- -
~ Recorded LVG Telephone Conduit -rc-TO-
+ Designated LbG Telephone Conduit (S.U.E.*) _ _rc--rc- -
b" Unknown Utility (S.U.E.*) -wn-~uT~-
~ Recorded Television Cable
-TV-TV-
~iii
Designated Television Cable (S.U.E.*)
(] __TV--TV--
„„ Recorded fiber Optics Cable Fo-FO-
„„ Designated Fiber Optics Cable (S.U,E,*) --FO--FO-
4 Exist. Water Meter ~
b l4G Test Hole {S.U.E.*) ~
~
~ Abandoned According.to,_lhG Record ATmR

© End _of Information
_ o,o,,,
BOUNDARIES f~ PROPER TIES
`~"
State Line
------
~ County Line _ _
D Township Line -___ -
~---a
®
City Line
-_-_-
Reservation Line _ -_-_-_
~ Property Line....
Property Line Symbol ~

Exist.lron Pin o
~ Property Comer _ ~ +
~ Property Monument ^
E~11
Q Property Number 123
O
s
O
Parcel Number
Fence Line
6
-;~-x-x-
Existing Wetland Boundaries _ ww_~,ieew __
~
[ High Quality Wetland Boundary --NO w~B-
® Medium Quality Wetland Boundaries -Ma w~e-
low Quality Wetland Boundories -~o w~e-
~~~~ Proposed Wetland Boundaries --w~e-
Existing Endangered Animal6oundaries ___EAB___
Existing Endangered Plant Boundaries ___EPe___
p YIW~aeOaro.
frlMNVl4,
[s.*Y. ~....
BUILDINGS f~ OTHER CULTURE
Buildings __.... _
foundations.. _.._....._._ _.. __. ___.___ _. __ . _ ~ J ~
Area Outline ~--~
~i
Gate
,~
Gas Pump Vent or WG Tank Cap p
Church
School
Park
~ ---~
Cemetery. `_t _~
Dam
Sign o
Well o
Small Mine x
Swimming Pool
TOPOGRAPHY
Loose Surface _ _ _ _ _
Hard Surface
Change in Road Surface _ . _ .._..... _ _.
Curb
Right of Way Symbol Raw
Guard Post o F.
Paved Walk
Bridge ~~
Box Culvert or Tunnel --------------{
Ferry _ ------------
Culvert
Footbridge
Trail, Footpath ,- `____
Light House
VEGETATION
Single Tree ~
Single Shrub
Hedge ~.-,.~-V,
Woods Line ,n
Orchard ~ ~ €~ Q Q fl
Vineyard

RAILROADS I wNEraPO _ ~
----
Standard Gauge 1--~-~-t-t-~--r+
a

RR Signal Milepost csx r
,xsroervpv
o
YNFPOS JS
Switch ~
~~
revised 02/OZ/00

PAVEMENT SCHEDULE
C1 PROP.
AT AN APPROX.
AVERAGE 11/q" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.SA,
RATE OF 140 LBS. PER SD. YD.

C 2 PROP. APPROX. 21~"ASPHALT CONCRETE SURFACE COURSE TYPE S9. SA, AT
AN AVERAGE RATE OF 140 LBS. PER SO. YD. IN EACH OF TWO LAYERS.
E1 PROP.
AT AN APPROX.
AVERAGE 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.08,
RATE OF 342 LBS. PEA SD. YD.
EZ PROP.
AT AN APPROX.
AVERAGE 4Yg" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB,
RATE OF 513 LBS. PEA SO. YD.
T EARTH MATERIAL.
~ EXISTING PAVEMENT.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOwN OTHtHrri~t.
RIGINAI GROUND
:4.
+ N
8-2848 2
kw SHFET No. _
ROADWAY D61GN MYDRAUDCS
BIGRVB3l EN6INEEA
PRELIMINARY PLANS
I',9 ,~?f „ti?. 1^,) ilte 1'F.1'.f,71~:~
~o~~~a
~«~..~wa
1W~Y~i MNM~ nn,.~~..
c..wxo vaw. ~ ro. ~t'smamo
USE TYPICAL SECTION N0. 1
-L- STA 10+t0.00 TO -L- STA. 10+15.00 (BEG. BRIDGE)
-l- STA. I3+BO.DO {END BRIDGEf TO STA 15+50.00
ORIGINAL GROUND
)RIGINAL GROUND
USE TYPICAL SECTION N0. 2
-l- STA. 15+50.00 TO STA. 16+00.00
ORIGINAL GROUND
' ADD 5' WHEN
TYPICAL SECTION N0. 1 USING GUARDRAIL
' ADD 5' WHEH
USING GUARDRAIL
TYPICAL SECTION N0. 2

8-2848 ~2-A
MV SHEET N0.
IOADWAY DESIGN HYDAAUDCS
ENGINEER ENGINEER

PRELIMIN RY PLANS

0
~o~~sro.
W.~.vHe.
Y~~~LMMM .tlroylA.,
fMYq E~aK.
RIGINAI GROUND
USE TYPICAL SECTION N0. 3
-YI- S1A 12+20.00 i0 STA 14+64.46
ORIGINAL GROUND
EXISTING SMOULDER ~~
/~i
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~1 V4' ~ 1 V4°~
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TYPICAL SECTION N0. 4
..
,-
/~i
/~
~\~
MAINTAIN
EXISTING DRCH
' ADD 5' WHEN
USING GUARDRAIL
USE TYPICAL SECTION N0. 2
-Y- STA. 11+80.00 TO STA 13+20.00
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
' ADD 5' WHEN
TYPICAL SECTION N0. 3 USING GUARDRAIL

i[~~ I . ~.~ . ,
_ TT
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SUMMARY OF EARTHWORK
IN CUBIC YARDS

LOCATION UNCLASSIFIED
EXCAVATION UNDERCUT EMBT+% BORROW WASTE
SUMMARY 1 _ _ _ ----
-Y- 11 + 80.00 TO -Y- 13 + 20.00 0 1 1
-L- 10+10.00 TO -L- 10+15.00 (BEG. BRIDGE) 0 0 _0
SUBTOTAL SUMMARY 1 0 1 1

SUMMARY 2 -
-L- 13+80.00 (END BRIDGE) TO -L- 16+00.00 320 604 _ 284
-Yl- 12+20.00 TO -Yl- 14+64.46 710 824 114 -
SUBTOTAL SUMMARY 2 1030 1428 398

PROJECT SUBTOTAL 1030 1429 399
SAY 1030 400

DDE = 40 CY

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POTS/o.10+00.00 ',ruin 'v' rcu
THE DICALIZED LUOIflINATE SYSTEY AEYEUN'ED FGR THIS PfpJEL'T ~ • "~ ~ 5~7 ~
0.0AOWAY DESIGN
IS BASED pl THE STATE PlAYE QiaiDINATES EAAYISHED B1 [yid ~ NYDMUOCS
MSS FDR YDWNN:MT YAINfoNE" \\~ C sand J~ ~' ~y, : ,~•+,~ BIGINEft ENGINEN
Y1TH NAD 1983/95 RATE PIANE GRID o7A4DINATES 0` J \\k u „ y
NDRrHlAI&BIIBB6Y3ATD EASfING folA'NCl9DOPi) ~ o ~ a~' `,, ~
THE NERl6E o7Y61MEO fAID fACTQ9 USED ql TH]S PlRUECT p(~~} ~~n„ ~ •. ~ ~ nu. o I n ~ r '~ ~ r~
~. .. l hqN ti~ M~ ve t
1sRaND ro c~ra ts: a99 l ~ ~~ ~ u ~~ ~ I~ ~~ ~ ~o i. ~r PRELIMIN RY PLANS
THE MC.lAMBERf GRID BEIRIAG ANO ~j, «, Q\~1 (3~ ~t~ u ~ ~ Cr ' e~ n u uo nor ~~se ro rons~rercro,c
ILG111ED AO4IIQNTA'. 6AO/MD DISrA1CE FAfW ppq~~•
7UNfpVE" 10 {~ AATIIW hNOOOO IS ~ 3 ,~~~ \ ~
589.39Idf' W 1,f05~ ~ ~ ~• ~ ~ ~ -
NL LINEAR DIYENSIDMS ARE ILCNIZED HD47IOHfAL DISTANCES ~ ~ ~ H~°• c ; %'
VERfIGY. DANY DSED IS NAYD 8B y\ p• ny • TYOY
~ • .. ~ f~ ~ ~~ ~ o wm.c>a
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' ~ ~Fq , -L- POCSto.14+1682= ~ r °eNMV""
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Jo >b u• oc~ltoM lEGIN enoc~ ro ~, d 2 i s.: ,
4 ~ D AT i TO STA 12+30 LT. '~ "'n'om'
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,,,;0~4~ - \A 1-STA 13+et.7S Dm TO
•R 50' ~ - -1- STA U+19.75 (tll f
~_An ~. R. J•:.
~ ~, -Y-- STIR 11a 80.OQ - ~ r Q ~--BRIDGE TO BE REMOVED
:.-
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-t- STA710+15.00 ~ _ _ _ ~ . _
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to BEGIN PROJECT ~ ~
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01, tit X END .p VING CON ~ 2! '""~~p "D ~ ma~E two
s _Y- 13+2000 ~`, ~ ~;- -
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-L- POTSIo.1Of00A0= •.., o. ` , _ 't': ~ ~ ,~ - - ~- -- ~~ ~~` ~
-Y- POCSta.12+51.06 ^~ ~ , ~ ~ ,
-L- C URVE DATA
PI Sta !3+99,65 PI Sta 16+0595
0= 4f55'21.9' lRT) ~= 419'213'fRTI
D = 30' S8' 145' D =6'05533'
L = 13536' L = 70]2'
T = 70.87' 7 = 3538'
R = 185,00' R = 931.00'
SE = OA6
RO = 3434'
-Y- C URVE DATA
Sta 12+2537 P1 Sta 13+2166 P! Sta !4+4158
= 2'35439'fLT) ~= 1'26'359'fRT) ~= R'18'S22'(RT)
= f 4Y 556' D = 3' 42' 52T 0 = ~ 40' 523'
= 153.71' L = 3895' L = 199.45'
- = 7690' T =19.43' T =100.49'
= 3.37274' R = 1,54244' R = 660A0'
-Yl- CURVE DATA
Pl Sta 12+08A0 PI Sta 14+05A7
p= 2254' 43A' 27) ~= 13' 0T (l.T (RT)
D = Izorr2.~ D = lass5oz
L = 1917.35' L = 119.32'
r =96.45 r = 5962'
R = 476A0' R = 521JXY

~~ '"~ ..
END'-GUARDRAI4 CONST.
-Y= STA 15+92.47 ~^~
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~a~ SEE SHEETS 5 & 6 FOR PROFILES

~~~ .
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PROIKi aEF9lENCE N0
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