HomeMy WebLinkAbout20170237 Ver 1_NCDOT_Polk 21 Replacement_Nationwide Application_20170227Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Bridge 21 on SR 1501(Huntine Countr•v Road)
2. Name of Property Owner/Applicant NC Department of Transportation
3. Name of ConsultanUAaent: N/A
•Agent authorization nceds to bc attached.
4. Related/Previous Action ID nun
5. Site Address: N/A
6. Subdivision Name: N/A
7. CiTy: Columbus
8. County: Polk
9. Lat: 35.2048° N Lon�: -821588° W (Approx. Project Center)
10. Quadrangle Name: _Landivm (35082-B2-TM-024�
11. Waterway: North Pacolet River (C)
12. Watershed: Broad River (03050105)
13. Requested Action:
X Nationwide Permit # 3
General Permit #
Jurisdictional Determination Request
Pre-Application Request
The following infoimation will be completed by Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity! Project Puipose:
Site(Waters Name:
Keywords:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERI�OR
February 27, 2017
Ms. Lori Beckwith
U. S. Army Corps of Engineers
NCDOT Regulatory Project Manager
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Natiomvide 3 Permit Application
Replace Bridge No. 21 on SR I501 (Hunting Country Road)
N. Pacolet River, Polk County, North Carolina
WBS Element No. 17BP.14.R.141
Dear Ms. Beckwith:
J.an�tes H. TxocoOrr, III
SECRETARY
The Noi1h Carolina Department of Transpo�4ation (NCDOT) is replacing the subject 3-span
timber deck on steel beam bridge with a 3-span (1 @ 40'L, I�r 55'L, 1� 30'L) cored slab
bridge. The bridge will be replaced on location using staged construction. This will require
temporary impacts to the No�th Pacolet River in the form of a impervious dike and pennanent
impacts to the river for rip rap stabilization near the st��ucture supports. This project was
originally developed under the Low Impact Bridge program.
Please find enclosed a PCN application, preliminary jurisdictional determination form, Section
106 screening forms, maps, plan sheets, photographs, and otlier supporting project information.
D�varf-flowered heartleaf (Hexasrylis nmi�orn), white irisette (Sisyrinclrimn dicholonurnt), and
northern long-eared bat (NLEB, Myotis septenh•ionnlis) are the federally-listed species that have
current records in Polk County.
According to the USFWS, dwarf-flowered heartleaf habitat is typically "acidic soils along bluffs
and adjacent slopes, in boggy areas next to sheams and creek heads, and along the slopes of
nearby hillsides and ravines." Because of stage consh•uction and a 90° degree skew, most
disturbances for the bridge replacement will be within or near tlie existing maintained right-of-
way. These areas are mostly covered with thick herbaceous and slulib vegetation that would not
be ideal for liea�tfea£ Dwarf-flowered heartleaf plants were not observed during site visits.
Wl�ite irisette habitat includes mid-elevation slopes with open dry to mesic oak-hickory forest,
typically on rocky steep terrain with shallow neutral to basic soils. This plant favors disturbed
,ilailingddAress: Teleplroire: (S28)58621dI Localion:
NC DEPARTh1ENT OF TRANSPORTATION Fa�: (828)586-1013 NC DEPARThtENT OF'fRANSPORTATION
Division l4 C�ummerSen•ice: 1-877-368-}968 DiviSion 14
253 Webster Road 253 WeMter Road
Sylva,NorthCarolina2S779 �;¢p,iite:w���vncda.eov Sy1va,NorthCarolina28779
Polk 21
Page 2 February 27, 2017
areas such as road edges. The area near the bridge is poorly suited for white irisette because it is
at a low elevation, not on a slope with appropriate soil conditions, and has deuse undeistory
vegetation. And, this plant was not seen during site visits.
NLEB are known to roost in caves and mines in winter and, in summer, on trees with sloughing
bark or on structures, including concrete bridges Hiat retain heat. The esisting bridge is a low
timber structure tl�at should be too cool for bat roosting. During the field scoping and subsequent
site visits, we did not see any evidence that bats were using the bridge for roosting (i.e. staining or
guano). There will be drilling and pile driving associated with the project, but there are no caves
visible nearby and no underground mines within several miles according to USGS data. This
project will require the removal of approsimately 6 trees, but none of the trees appear to be
suitable for bat roosts. Moreover, there are no "red HUCs" for NLEB hibernacula or matemity
roost sites in Polk Cotmty and the nearest "red HUC" is about l0 miles north of the project HUC
in Henderson County.
The project is limited in scope to the replacement of a bridge with a bridge on an existing
roadway alignment. Erosion and sedimentation control measures will be used to minimize
adverse effects of the work on aquatic liabitats. Habitats for listed species are lacking at the
project site and none of these species were observed during field visits. For these reasons and
those discussed above, we recommend tl�at a determination of "no effecY' on listed species apply
to this project.
This project was reviewed by NCDOT's Human Environment Unit in 2012 for potential effects to
historical architechire and archaeology. Surveys were not ��equired (see attaclied forms).
NCDOT best management practices will be used to miniinize and control sedimentation and
erosion. The const�vction foreman will review all measures daily to ensure erosion and
sedimentation are being effectively controlled. Poorly functioning devices �vill be maintained
quickly.
Impacts to Waters of the United States
North Pacolet River (DWQ Class: C) is shown on the USGS topographic map as a peremiial
stream and has a channel approximately 30' wide witli a sand bed. The North Pacolet River
flows into South Carolina where it eventuallyjoins the Broad River, wl�ich meets the definition of
a Traditional Navigable Water. For these reasons, we believe North Pacolet River is a Relatively
Pe�manent Water and is under tl�e jurisdiction of the U.S. Army Corps of Engineers.
Replacement of the bridge �vitl� another bridge will result in impacts to waters of the United
States as listed in the table below:
Site No. Ezisting Condition Proposed Condition Net
Station Im acts
� 3-span (40', 45', 40' L) timber 3-span (40', 55', 30' L) cored slab bridge p,
deck on steel beam bridge (new supports outside of channel)
1 A fi•ee-flowing river �mpervious dike and temporary flow 60'
diversion
1 B river bed and banks rip rap stabilization 60'
Polk 21
Pcrmits Reqnested
Page 3 February 27, 2017
NCDOT is he��eby requesting anthorization wider Sectiou 404 of N�e Clean Water Act to proceed
with the consG•uction project outlined above. Coordination witl� tlie NC Wildlife Resources
Commission occurred in 2012 when Attachment G(see attached) was prepared; the WRC did not
recommend a h�oat moratorium or espress any concerns with Nie project (see attachments).
I am also reqaesting authorization under Section 401 of the Clean Water Act from the No�th
Carolina Department ofEnvironmental Quality, Division of Water Resources (DWR).
Please coutact me at (828) 586-2141 if yon have any questions or need additional information.
Your timely revie�v aud consideration of this request will be greatly app��eciated.
Si erely,
�/ �av cHemy
Drvision 14 Environmental Officer
Enclosures
cc: Ms. Amy Chapman, Division of WAter Resources — DEQ Raleigh
Ms. ICristi Carpenter, Division of Water Resources—DEQ, Raleigh
Mr. Kevin Baruett, Division of Water Resources — DEQ, Aslieville
Mr. Josh Deyton, PE, Divisiai 14 Bridge Management Engineer, NCDOT
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3 or General Permil (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all ihat apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes � No ❑ Yes � No
1 f. Is payment into a miligation bank or in-lieu fee program proposed for mitigation � yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Informa8on
2a. Name of project: Replacement of Bridge No. 21 on SR 1501 (Hunting Country Road)
2b. County: Polk County
2c. Nearest municipality / town: Columbus
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state 178P.14.R.141
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NCDOT Division 14
3b. Deed Book and Page No.
3c. Responsible PaAy (for LLC if Dave McHenry for Ed Green, Division 14 Engineer
applicable):
3d. Street address: 253 Webster Road
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: dgmchenry@ncdot.gov
Page 1 of 10
PCN Form — Version 1.4 January 2009
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ AgaM � �ther, specify: DEO
4b. Name:
4c. Business name
(if applicable):
4d. Slreet address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. AgenUConsultant Informatfon (if appllcable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address;
Page 2 of 10
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude: 35.2048 Longitude: -82.1588
1c. Propertysize:
2. Surtace Waters
2a. Name of nearest body of water to proposed project: North Fork Pacolet River
2b. Water Quality Classification of nearest receiving water. C
2c. Riverbasin: Broad
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at lhe lime of this
application:
The existing site is a bridge and roadway. The surrounding land is primarily residential, pasture, and sod farm.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the properiy: 200
3d. Explain lhe purpose of the proposed project:
Replacing a structurally deficient bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The bridge will be stage constructed to handle traffic. The structurally deficient 3-span timber deck on steel beam bridge
will be replaced with a 3-span (1 @ 40'L, 1@ 55'L, 1@ 30'L) cored slab bridge. Equipment to be used includes a crane,
track hoe, dump truck, paving equipment, pumps, and various hand tools.
4. Jurisdictional Determinations
4a. Have jurisdictional welland or stream determinations by the � yes � No ❑ Unknown
Corps or State been requested or o6tained for this property /
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Name (if known): AgencylConsultant Company: Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and altach documentation.
5. Project History
5a. Have permits or certificalions been requested or obtained for � yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to °help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If lhere are wetland impacts proposed on the site, then complete this queslion for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number Type of impact Type of wetland Forested Corps (404, 10) or Area of impact
Permanent (P) or (if known) DWQ (401, other) (acres)
Tem ora
- Choose One Choose one Yes/No - 0
2g. Total wetiand impacts 0
2h. Comments:
3. Stream Impacts
If there are perennial or intermitteni slream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiciion Average siream �mpact
number (PER) or widlh length
Permanent (P) or intermitte (feet) (linear
Temporary (1) nt (INn7 feet)
��P� Bridge Norlh Pacolet pER Corps 30 0
Replacement River
1A (T) Dikes and Flow North Pacolet pER Corps 30 60
Diversians River
�B �P� Bank North Pacolet pER Corps 30 60
Stabilization River
3h. Total permanent stream impacts 60
3i. Comments: There are a total of 60 linear feet of proposed permanent impacts for rip rap stabilization on North Pacolet
River. There are 60 linear feet of proposed temporary impacts for ilow diversions or dikes, if needed, to ensure work is
completed in the dry during old bridge demolition and bank stabilization installation.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. lhen individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number — waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (if applicable)
Tem ora
01 Choose one Choose One Choose 0
4f. Total open water impacts
4g. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009
5. Pond or Lake Construction
If ond o� lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID proposed use or (acres)
number purpose of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 Choose One
P2 Choose One
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surtace area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico � Catawba ❑ Randleman 0 Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buff�r mitigation required? Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name (square feet) (square feet)
Tem ora im act
6h. Total buffer impacts
6i. Comments:
Page 5 of 10
D, Impact Justification and Mitigation
1. Avoidance and Minlmization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed project will remove and replace a struciurally deficient bridge. Roadway approach work is minimized as
much as is praclical to reduce the overall project footprint. Bank stabilization will be minimized to those areas where
deemed necessary for structure protection.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion and sedimentation BMPs will be installed prior to construction. Impacts will be minimized by strict enforcement of
Best Management Practices for lhe protection of surtace waters, restriclions against lhe staging of equipment in or
adjacent to waters of the US and coordination wiih the Division Environmental Supervisor.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigalion is required by (check all lhat apply): ❑ DWQ ❑ Co�ps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this � payment to in-lieu fee program
project?
❑ Permittee Responsible Miiigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
Type: Choose one
3b. Credits Purchased (aftach receipt and letter) Type: Choose one
Type: Choose one
3c. Comments: N/A
4. Complete if Making a Payment to In-Ileu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigaiion requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigafion requested (DWQ only): squara feet
4e. Riparian wetland miligation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation �equested: acres
4h. Comments: N!A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed miligation plan.
Page 6 of 10
6. Buffer Mitigatfon (State Regulated Riparian Buffer Rules) — tequired by DWQ
6a. Will the project result in an impact within a protec[ed riparian buffer that requires ❑ Yes � No
buffer mitigalion?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculale fhe
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee iund).
6h. Comments:
Page 7 of 10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No
with(n one of the NC Riparian Buffer Protection Rules7
1 b. If yes, lhen is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of lhis proJect? %
2b. Does lhis project require a Stormwater Management Plan? � Yes ❑ No
2c. If this projecl DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative descriplion of the plan:
This project is covered by NPDES NCS000250. Deck and roadway drainage will discharge to buffer areas.
2e. Who will be responsible for the review of the Stormwater Management Plan? DWR
3. Certified Local Government Stormwater Review
3a. In which local govemmenYs jurisdiction is this project?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
❑ USMP
apply (check all that apply): ❑ Water Supply Watershed
❑ Olher:
3c. Has the approved Stormwater Management Plan wilh proof of approval been ❑ Yes ❑ No
altached7
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply ❑ ORW
(check all that apply): ❑ Session Law 2006-246
❑ Ofher.
4b. Has the approved Stormwater Management Pian with proof of approval been
attached? ❑ Yes ❑ No
6. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Envlronmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federaVstate/local) funds or the � yes ❑ No
use of public (federal/state) land?
1 b. If you answered'yes° to the above, does fhe project require preparation of an
environmental document pursuant to the requiremenis of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered'yes" to the above, has the document review been finalized by the
State Clearing House7 (If so, altach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes � No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetiand Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an aftervlhe-fact permit application? ❑ Yes � No
2c. If you answered °yes" to one or both of the above questions, provide an explanalion of lhe violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water qualily?
3b. If you answered °yes" to lhe above, submit a qualitative or quantilative cumulalive impact analysis in accordance with the
most recent DWQ policy. If you answered'no," provide a short narrative description.
This project is a bridge replacement project and will not increase access to nearby properiies.
4. Sewage Disposal (DWQ Requfrement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated trom
the proposed project, or avallable capacity of the subject facility.
It is not anticipated that this project will generate any wastewater as it is a roadway project.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field O�ce you have contacted. Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habilat7 Nalural Herilage Data and site reviews.
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version
6. Essential Ffsh Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your sile would impact Essential Fish Habitat?
This bridge replacement project takes place in Polk Counly which is not near any coastal or tidal habitat that would support
EFH (i.e. salt marshes, oyster reefs, etc.).
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area lhat ihe state, federal or tribal
governmenls have designated as having historic or cultural preservation � yes � No
status (e.g., National Historic Trust designation or properties significant in
Norlh Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See attached Historic Architecture and Landscapes and Archeological Resources "No Survey Raquired Forms"
8. Flood Zone Designation (Corps Requirement)
8a. Will fhis project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Coordination with NC Flood Management - MOA
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps.
Dave McHeruy �'�`��-c' 2 '2 � /y?
ApplicanVAgenCs ignature
ApplicanUAgent's Printed Name (AgenPs signature is valid only if an authorization Date
lelter from the applicant is provided.)
Page 70 of 10
ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUNDINFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): z-z�-zo»
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC Depariment of Transportalion, Dave McHenry, DNision t4 Environmental Officer
253 Webster Road, Sylva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace bridge no. 21 on SR 1507 (Hunling Couniry Road) over Norlh Pacolei River
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: Po�k Clty: ��umbus
Center coordinates of site (IaUlong in degree decimal format):
Lat. se.zoaa °N; Long. -a2•i�aa °W.
Universal Transverse Mercator: asne�s.a,3asss�ozo�en
Name of nearest waterbody: Nonn Pa�iei RNe�
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
zoo linear feet: 30 width (ft) and/or acres.
Cowardin Class: Rauez
Stream Flow: aeRe��ai
Wetlands: Na acres.
Cowardin Class: �a
Name of any water bodies on the site that have been identified as Section 10
waters:
Tldal: �a
Non-Tidal: �a
1
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: z-zi-zon
� Field Determination. Date(s): �-s-zo�a
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
� Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: NcooT
❑ Data sheets prepared/submitted by or on behalf of the
app�nUconsultant.
Office concurs with data sheetsldelineation report.
� Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
� USGS NHD data
� USGS 8 and 12 digit HUC maps
Q✓ U.S. Geological Survey map(s). Cite scale & quad name: ��24k �a�dNm
❑ USDA Natural Resources Conservation Service Soil Survey.
Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
� 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
0 Photographs: � Aerial (Name & Date): or
Q Other (Name & Date): s-za-zo�z
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):
2
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicanYs acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
Signature and date of
Regulatory Project Manager
(REQUIRED)
"1
j
i
r �v�� �/l.� �-z%-i�
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
Estimated
amount of
aquatic Class of
resource in aquatic
Site Number Latitude Longitude Cowardin Class review area resource
1 35.2048 -82.1588 R3UB2 200 linear feet Non Sectlon 10
— non-wetland
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View west from SR 1501 shoulcier towards Polk 21.
View upstream from deck of Polk 21.
View downstream from deck of Polk 21.
NO SURVF.Y REQUIRED FORM
PROJECT INFOI2MATION
ProjectNo: BD-5114AH
WBS No: 45360.1.34
F.A. No:
ledera! (USACE) Permi[ Reguired?
Projecf Tincking No. (luferna( UseJ
(HA)12-08-0045
County: Polk
Docunieul:
Finrdi�ig: X State Federal
X Yes ❑ No Permir Type: Attachment G
Projec�Descriprion: Replace Bridge No. 21 on SR 1501(Hunting Country Road) over
Pacolet River (presumed no off-sita detour)
SUMMARY OF CULTURAL R�SOURCES REVI�W
Brrejdescription of revietiv aclivities, resulls of review, and conclusions: HPOWeb reviewed on 5
September 2012 and yielded no NR, SL, LD, DE, or SS properties fn the Area of Potential Effects (APE).
Polk County current GIS mapping, aerial photography, and tax information indicated a partly wooded APE
with cleared resfdential paroels containing late-twentieth- and early-twenty-first-century buildings (viewed
5 September 2012). Constructed in 1969, Bridge No. 21 is neither included in the NCDOT Historic Bridge
Survey, nor representative of any distinctive engineering or aesthetic type. Google Maps "Street View"
confirmed absence of critical historic structures/landscapes in APE (viewed 5 September 2012).
No architecturai survey is required for the project as currently defined.
BriefExpla�tation of iv/ry dre mnilab/e infor�uatiae provi�les a reliable bnsrs for reasonably predrGing
tlrnt tlrere nre no unidenlified hista•ic properries i�r !he dPL: APE extends 500 feet from either end of the
existing bridge (SW-NE) and 100 feet to either side of the SR 1501 (Hunting Country Road) centerline
(NW-SE) to encompass proposed mnstruction activities. County GIS/tax materials and other visuals
support the absence of significant architectural resources. No National Register-listed or other critical
properties are located within the APE, including the Federal permit area.
Should any design elements, includfng detour improvements, of the project change, please
notify NCDOT Historic Architecture as additional review may he necessary.
SUPPORT DOCUMENTATION
See attached: IOcation map
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL
NO SURVEY REQUIRED — Historic Structures
` / � �
u
NCDOT Cultural Resources
D
"No Snneyltepuircd"fimn%rAfirrorTmnsposmtion Pio%entnrOunl frd in 1hr70%Piograinmalic Agr.•rmenf.
NCDOTArclmeofopyd NumiicArt�hirraovrGrm�ps
Da[e
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NO SURV�Y R�QUIRED RORM
PROJECTINFORMATION
Project No: BD-S l l4AH
WBSNo: 45360.1.34
F.A. No.
Fede�'nl (USACE) Pern�i( Req:rire�l?
ProjecfTmckingNo. (G�fervmf UseJ
I12-08-0045 I
Cotn+ty: Palk
Docranenl: MCC/Aftachment G
J'tmding: � State ❑ Federal
� Yes ❑ No PermitType: NWP l4 & 401 WQC
Project Descriptiorc Replace Bridge 21 on SR I501 over Pacolet River with a 3 Span (30'-50'-45')-21
Cored S(ab Bridge on existing location.
SUMMARY OF CULTURAL I2ESOURCES REVIEW
BrieJdescripliwi ojrevie�v aclivities, restdls oJreview, m7d conclusio�is:
Review of HPO quad maps was undertaken on 8114/2012. Based on fhis review, there arc no existing NR
properties in die Area of Potential Effects. No archaeological sites were noted within ihe vicinity of the
proposed project.
Brref Eapinnnlion ofwhy /he nvarinb/e ii jorn�ntion provides a relinb/e basi.s fa• reasonnbly�retlicting
tlin( Ihere nre no ro�idexlifier! his(oric prope�•lies in !he APL: 1'he proposed project calls for no work
beyond the existing Right of Way. An aerial photograph reveals driveways and road intersectious impact
three of the four quadrants around the current bridge (Figure l). The northwes[ quadrant is n hill slope.
Based upon this evidence further investigation is umvarranted.
SOPPORT DOCUMF.N1'ATION
See attached: Maps and aerial
FINDING BY NCDOT CULTURAL
ARCHAEOLOGY
PROFESSIONAL NO SURVEY REOUIRED
I-IISTOR[C ARCH[TCCTURG (CIRCLG ONC�
"No Sumey Req�Jnd"/an�forFfinor7Ynnsporfmion P�ojeaeas Qtmlified in Ihe 1007Progmxm�rtlicAgreemenl.
h'CDOTArdmeolagy & Ni3mric Archifetrorc Grarpr
Cigw�c 1. f3ridgc 21 �cucircled�, SR I561 ovcr �6c P:icolet Rivcr.
••A'o Snrrur Rmpiimif'Juuu fin.11iiwr f irnu�wimNou PrxJacrna [IuuL�eAiu iL.• 1U0] I'rql'��nmumnr.lyruuneuG
,\'( DO7'.Ldmmingy 8� H�nmia drLlln lin r(n orrps
i � �� _ � � � � ���Q'V
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e?� � � ° `' IJ�iU �J.vV
Figm�e 2. Bridge 21 in Poli< Couuly �encircled�, LTndrum Q�mdr:�ngle.
•S\'o Sun�o�� kryuircd"Jonn Judfinur 7}mnporinrian Piujrrh m Qnnlilyd in �hc IOOI Yiugrnnmialrc Agre: mrnl.
NCOOY'Ard�naolnp, R� 7/israic Ardiilei iw-t Gruupa
/� ��. �y. �. �y/
Attachment G: Low/Minimal Impact
Bridge Project Data Sheet
oou,lpuon
oaun
�CIasJOcaUon
Slroem 91H
;Type
Sl:o
rypo
ExlaUnp SUutfuro
si:e
Proposad 61mGuro s�=e
Slream -USACE�
NGUWU
USACEI
WoOands NonAOA
Y8C
Moretalum
Traul Welero Troul
Locellon
Commenle
Prosenl
Compleled by: / �.. � � �
C;Tr
8�554•(f01
Peren�Jal
82
SUpardmNuro:llmEer FIa
00mn5 3ubsWclure: E
& els.: TimberCapalllm6er
�ver, cis.
16.6'Xi't8'
0
None
Nq`A
AO
��.�.�,,��
Dlvlslon Envlronmaulal0lftcer
Oato� . �J �
Date: �, `�
Zec���e� �/11/I'ti
� � S ���'� �f
� Nort11 C�rolina Wildlife Resources Commission �
Gordon Myers, �xecutive Director
MCNIORANDUNf
TO: 7osh B, Deyton, P.E.
Divisiou Bridge Maintenance Engiueer
NCDOT, Division 14
FROIvL• Dave McHemy, Habitat Conservation Biologist v'�,
DA7'E: .lune I 1.2012
SUB.iECT: Requested commenls ou NCDOT County Bridge Replacemeut Piojects
I received your June A, 2012 request for commeuts from Ihe WRC ou (l�e Divisioc� 14 bridge replacements
tl�at were reviewed in the field from May 21-24; I attended most of the site visits. Plcase fiud attached a
table th�t incluAes the WItC's comments on the fish �nd �vildlife found or expected to be fomid near t6e
6ridges as well as some general comments. Please feel fiee to contact me if you have any Guestions about
�his informnlion. Tlianlc for nllowing ihe WRC to parlicipate in this process.
1'hai�ks
ec:
M. Chambers—NC \��ildlife Resources Commission
Mailing Addresa: Divisiun of Inlancl Pisherics • 1721 n4ail Service Center • Raleigh, NC 27699-1721
Tclepl�onc: (919) 707-0220 • Fax: (919) 707-002R
Division I<I Rridge Scopings Page 2 lune 1 I, 2012
A30174
430144
490129
490102
370011
370D12
190163
210086
210087
210301
550343
550064
8700G4
870205
870138
870117
POLK
[routspavming Isampled
mncem zitevisit
ralnbovi
ralnbow
n/a
ralnboviand brown
ralnbowand hmok
ralnhov/
ralnbmv
nla yes
n/a yes
n/a yes
n/a
bro�.vn yes
nfa
n/a yes
brown yes
brown
ralnhoviand brovin
rolnbowand hmwn
n/a
n/a
n/a
n/a
n/a
n/a
n/a
nJa
—_ C�RCN9II5
rarespedes I proposed I`
hddge
bddge, one pier in
6ridge
6rldge
brldge
bddge
6rldge
box
box
box
hell6ender bridge
bridge
6rldge
hridge
bridge
bridge, one pler In
hellbender brldge
hell6ender btldge
6ridge
bridgc
elk,sllppermussels bddge
i, did not attend
i, did nolallend
7, dld notaltend
7,did no[attend
7, dId not attend
_�
' flx perched box davnslream
• Ilx perched box dovmstream
'chxk on boa[access development
•check on 6oa[ a ccess development
Scunned � Sen� OblOGl2oi�
BEVERLY EAVES PERDUC
QOVERiiOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ruu� 6, zoia
Mr. David McHemy
North Carloina Wildlifa Resowses Commission: Peimit Office
29830 Gieat Smokey Mountain Expressway
��Vaynesville, North Carolina 28786
RE: Request for comments on NCDOT County Bridge Replacemeat Projects:
Dear Ivfi•. McHenry:
EUG&NE A. CONTI, JR.
SECReTARY
The North Carolina Depariment of Tru�sportation (NCDO`1) is preparing the planc�ing to replace the
Uelow referenced Uridges. The puipose oE this letter is to solicit your input into the existing
wndirions and wildlife present at the following locatious to help us deteimine tite potential 'vnpact of
the progosed project on local wAterc�vays, sh�eauis, and wildlife. Please provide comments for the
following locations;
Haywood County
• Bridge #175 over Big Creek on SR1332
. Bridge # 174 over Big Creek on SR1332
• Bridge #144 over Dutch Cove Creek ou SR1836
7ackson County
• Bridge #129 over Scotts Creek on SR1445
• Bridge #102 over Moses Creek on SR 1740
Gralium County
• Bridge #!Ol l over L,ongs Creek ou NC143B
• Bridge #012 over Atoah Creek on NC143BU5
Cherokee County
• Bcidge #163 over Bates Creek on SR1348
Clay County
• Bridge #086 over Hyatt Mill Creek on SR1140
• Bridge N087 over Hyatt Mill Creek on SR1140
• Bridge #101 over Shootiug Creek on SR1353
�.:� _.� ..-� -1'omfeen(HDlviatoxBndgeManage�ryenf.O�ce . � ::.:.. .:;a. ... -__
' -t "'-'c ---•- •-�•'•- -"- `-- -`--'=�- -_'--• ""'." -_`- ^'•---�- •-----
Phoiie. (828J488=0902 �- =345 TonlNnlloivRoatl Btysore C�(y, NtirIH Carolina 287I3 ���` � Fax• (828J488-35l8 �
Macon County
• Bridge #343 over Thompson's Creek on SR1448
• Bridge �t064 over Watauga Creek on SR1328
Transylvania Couury
• Bridge #064 over North Piong Flat Creek on SR1313
• Bridge #205 over NE. Branch Toxaway River on SR1143
• Bridge # 138 over E. Branch Toxaway River on SR1143
• Bridge #117 over E. Fork Frencl� Broad River on SR1105
• Bridge #086 over E. Fork Frencli Broad River on SR1107
•&•idge #045 over Prench Btbud River ou SR1127
• Bridge #I 17 over E. Rork French Broad River on SR1105
Heuderson County
• Bridge #135 over Shaw Creek ou SR1215
• Bridge #147 over Mills River on SR1353
• Bridge #077 over Mud Creek on SR1136
. Bridge #073 over I,eft Prong Mud Creek on SR1125
Polk County
• Bridge #189 over Branch of Greev River on SR1151
• Bridge #049 over Whiteoak Creek on SR1531
• Bridge #021 over Pacolet River on SR1501
To nllow us to fully evaluate the vnpacts Niat the projects may have, please respoud in w�iting to my
attention Uy July 9, 2012 concenung any infonnation that mtsy be beneficial in deteimining the
'vnpact that the aforementioned projects inay have on local waterways, streams, a��d wildlife.
If you have any questions or comiuents coucerning tlie projects, pleflse contact nte at (828) 48$-0902.
Thaiilc you for your assisfance.
Sincerely,
�,�(/� ���i% /��t
Josh B. Deyton, P.E.
Division Bridge Management Engineer
JBD/MEH
aa��E-..�..o
�
�
�
N
O
l
A
STR UCTURE
DESIGN DATA
ADT 2011 = 120
ADT 2025 = 240
T = b%
V = 20 MPH
FUNCi.CIA55=LOCAL
SU�REGIONAI TIFR
�'I[��7I`'l�
I��IFg'I["1K[ ��]I$�1[e�1�.�
���V��]I�l�
POLI�
I�[1[�SIE��V�il'�
CO U1�lTY
BRIDGE N0.21 OVER 1VORTH PACOLET RIVER
ON SR IS01 (HUI�ITII�IG COUNTRY ROAD)
PROJLCT LfiNGTH
LENGTH ROADWAY TIP PROIECT 17BP.74.R.141 = 0.061 MI
LENGTH STRUCTURE TIP PROJECT 176P.14.R.147 = 0.024 MI
TOTAL LENGTH OF TIP PROJECT 17BP.14.R.147 = 0.085 MI
Prepared !n 17e OAfce o/:
VAUGHN CH MELTON
l31&F PATTOI! AV£.
ASHEVlLLE lIC,28806
FOR iHE �\'ORTH C�ROLJh'd OIP(S/O.\' O£ 1/IGRI4NY5
smz snaso.uru seccu�cirmss
HARDY WILUS, PE
PNO)£Ci F.\'G/�'�cu
LETIING DrITE :
RYAN SHIPMAN, EI
PRO)GCI U£SIG.\' F.\'GI.\'££R
� STRUCTURES A&INAGEJfENT IINIT
/000 B1RCf/ R(DGE DR
RILElGH, N.G 2J6/0
oocun�ENT Nor coNsroEaEo
FINAL UNLESS ALL
SIGNATURES COl.1PLETED
UIV7SION OF HIGHIVAYS
STATE OF NORTN CAROLINA
JOSH DEYTON rF.
SLih U£SIG.Y &\'Gld'EFF
DEPART5IENT OF TlL1NSPORTdT70N
FEDERrIL HIGHI{'A3' ADAIINIST21TI0Y
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7NESE EROSl03 A�\'D SED/,41EA4 GO.Yl'ROL PLLYS C0.51PL3' '
I19IH TfIE REGUUIRO.YS SET FORrII BS' THE ,��„
NGG-0l0000 GE,YE21L G035rRUGTlO.\' PER,S(IT EFFECIII'E AUGUST 3,2011 �
lSSUED BY iHE SORrN GdROLAiI DEPdRL11E,Y1' OF EN19ft03551E,\'P ARD �
TLIrUlLIL AESOUACES Df145ION OF If�IiER QUAL(Il'.
�� Level III-A: Desiqner of Ewsion and Sediment Conirol Plans
t,'� Deao�iytio� $�m6o�
I�i�rJ.�l Tcmporeay 5i][ rence.._._._._......__._..... ���n
1606.01 .�pecia� cJedivuenL �onEvo� Fenca �
1632.03 Ro�k In1eE 5ed�mPnE TranTywe C.____...._.___ _ �
1633.01 Teuiporury Rook S�IE Ch�ols T>P�-f� ..__._ _ �
1633.01 R'aeele � —��,-
1638.01 til'aeele ��Pli Poljaorfla�ido (PF1D1)
NOTES: ANY DEVIATION hRVM VYIIVNS GIVtN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
ROAllSIDE ENVIRONDIEATTAL UNIT
DEPARTDfENT OF TRANSPORTATIDN
DIVI3ION OF HIGHWAYS
0.ALEIGµN.0
2012 STr1ATDARD SPECIFICATI�ATS
� ENVIftONMENTALLY SENSITIVE AREA
SEE PROIECT SPECIAL PROVISIONS
2012 STANDARD DRAWINGS
IVe.01 Tem�n�SIFFm.v
Ifi3} 01 TemNruy &rear sJ 5!ap: Unin�
1631.01 fL�wy W.ull,lr..n
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BEGIN BRIDGE
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OB IB6 FG 91i
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DESC NORiH E48 ELF/AiIOF
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OfSIGN FREWElICI = q YRS
OESIGN HN ELEVATION = 8456f�
BASE DISCNAAGE = 8]OJCFS
BASE FRfWEliC/ = IW YRS
HASE HN ElfVAT10,Y = 8483FT
0/EFTOPPMG OISCNAFGE = 5450 CFS
0/ERTOPPIIlG fREqlEh'CY = pt YRS
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END APPROACH SLAB
°� -L- STA. 15+35.41
iRYO: FFRM,ILC
OB 3�� PG 559 -L- $TA 15 +�
FB E PG 29e2 _y_ STA 12+
: ENSURE THE htODIFlED CONCftETE FLUfdE
IS CENTERED BETY/EEN THE IAST 2
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� DATUM DESCRIPTION
� i � � 39 _� _
p�� 2 � � q �� \\ bS� �
� ��� " 7' \� �� �i. IHE LOCALIZE� COORDUTAIE SYSIEu �EVELOPED FOR iHIS PBOJEti
SH�� �� � � �� IS 9ASE� OA 7HE SiATE PLAt:E WOPDINAiES ES7ABLISHEO BY
) RESET � � � "
R'C� �* v �a�, �[�� Y_�_- NC�07 FIXi I.bA0�N7 °RBP.14.F.141 BLJ°
____ �sr
� n�..-�, MIiH NA� B7RISF5 2011 SiAIE PLAM1E GNIO C00,9�INAiES OF
___ �
- '� 1209iHING: 544770.67111f11 EASiR�G: 7056934.13451f1)
� ___ E�EVAiIWI: 849.851{tl
"--"-'2 -- �� "'-" iHE AVEFAGE WVgINE� GNIU FACiOfl USEO OY iHIS PAOJEC7
_._-
IGPOU'1D 70 GRID1 I5: 0.999i9400
�� - iHE Il.C. LAVdERi GRI� BEABING AN�
a r _ e..._s' END PROJECT UBP.14.R.141 LOCALI2ED HOAIZO'IiAL GROU'D DISiA110E FFOII
-� i*a.�a. .zi 3s.3a'Fr. _L- STA 17+00.00 "170P.14.R.141 BL-7" i0 -L- SiAi10:� IS
R/F .FJE I: �-0g p% 5•IyFLE
TBOG �NDrA SRO45 RrSL1B SEFOR S RUCTU E PLAN536 A�� ����EAH �INE11510!IS ANE LOCALIZE� HORIZO:IiAL DISiAt(CES
VEf1iICAL �Ai119 IISE� IS NAV� 80
v3
Bh1 #2
N 544540 E 1056741
ELEVATION = 848A9'
STATION 16+4I.64 35.34' RIGMT
17+00
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INiOiAUIION TO BE SHOWN ON PLWS
VIS fl Tolm e Roer Sof IU593 R3.� R. iROM US fACE OF BPIDGQ
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WSfING LfVEL OF SER`/ICE WILL BE MAMfPJNEO.
ADDIIIONAI INFOUA1110N AND CONSIRAlIONS
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