20140558 Ver 1_Application_20140603

Cor��s Submittal Cover Sheet
Please provide the lollowing info:
1. Project Nauie: Bridge No. 164 on SR 1338 (South Mills River Road)
2. Name of Property Owner/Applicant: NC Department of Trausportatiou
3. Name of Consultant/Ageiit: N/A
xAgent authorization needs to be att�ched.
4. Related/Previous Action ID nuuiber(s):
5. Site Address: N/A
6. Subdivisiou Name: N/A
7. City: Mills River
8. County: _I Ieuderson
9. Lat: 35.37211 ° N Long: -82.62934° W (Appros. Project Center)
10. Quadrangle Name: Pisgah 1^'orest
1 L. W�terway: Oueeu Creek (DWR Class: WS-II, Tr, l�QN)
12. Watershed: Freneh Broad River (HUC 060L0105)
13. Requested Actiou:
X Nationwidc Yermit No. 3
General Perinit #
Jurisdictional Determination Request
Pre-Applicltion Request
The follo���ing infoi•mation will be completed by Corps office:
AID:
Prepare File Folder Assigu nuuiber iu ORM Begin D�te
Attthorization: Section 10 Sectiou 404
Yroject Descriptioi�/ Nahu�e of Activity/ Project Purpose:
Site/Wateis Name:
Key�a�ords:

PAT MCCKORl'
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STATE OF NORTH CAROLINA
DEPARTMENT OF "1RANSPORTATION
June 3, 2014
Ms. Lori Beckwith, NCD01' Regulatorp Projeet Manager
U. S. Army Corps of Ettgineers
I 51 Yatton Aveuue, Room 208
Asheville, NC 2880 ] -2714
AN�I'HONI' J. Tr1TA
Secxtr.aR}�
Subject: Nationwide 3 Permit Applicatiou
Replace Bridge No. 164 oii SR1338 (Soath Mills River Road) ovei• Queen Creek
Henderson County, North Cai•olina
WBS rlemeut No. 17BP.14.R.28
Dear Ms. Beck�vith:
(DWR Minm• Permit Pee 5240.00)
The North Caroliva Department of Transportation (NCDOT) is proposing to replace the subject
bridge due to deterioration aud insufficient widtli. The e�isting struchu•e is a 17' L a 21' W
timberjoist and decked bridge with vertical abutments. The proposed replacement structure will
be a 40' L s 35' W cored slab bridge on esisting location. A temporai}� onsite detour will be
constructed just upstream of the existing bridge in order to maintain traffic on this dead end road
duriug constrnction.
Please find enclosed a PCN application, Rap�nos Jurisdictia�al Detennination Form, SHPO
forms, plan sheets, vicinity map, USGS topographical uiap and pl�otographs.
The North Caroliva Natural Heritage Program lists 35 species with federal status for Henderson
Counry that are kuowu from curreut recoi•ds or were known to occur i�� tlte coanty liistorically.
One species, �vl�ite fringeless orchid (Plntan/hern in/eg�•ilnbia), is a caudidate species and is
k�iown fi•otu historical records. The bog turtle (GI}�ptenrys mirhlenbergii) is listed as tlu�eateued
due to similarit}� of appearauce ��vith the nort�ern bog turtle. Seven species, Caroliva nortliern
flyittg squin�el (Glrtttcontys snbrinars colornitrs), Appalachian elktoe (Alnsinido�rtn rt�renelicnta),
swauip pink (Helonins bullnln), small whorled pogonia (Isoh•in medeoloides), bunched
ai��owhead (Sagittarrn fascicalntn), »lountain sweet pitel�er plant (Sarrncenia jo�iesii) atid ��vliite
irisette (Sis�n•rnclritmt diclroto�nunr) are listed as tlu�eatened or endangered. Tlte small whorl
pogonia is luiown ti•om historical records.
Therc are no federally tlueatened and endangered species records in the Queeu Creek wateished.
1'here are records for the Appalachian elktoe downstream iu the Mills Rivei; ho���ever, tlie�� are
appro�unately 7.2 river miles from tlie project site. The slippersliell ntussel (,llnsnritlontn
riridrs), a State listed species, wliich is known to oceur with the Appalachiau elktoe, is found
Founcenth Divisiou Oflicc
'fcicphone: (8?8) SRG2141 253 \Vebsler Itoad, Sylca, Norlh C�rolina 2877) P.�.e: (82S) �56-4043

Bridge No. 164 Page 2 June 3, 2014
approximately 3.5 miles do�vnsh�eam of the project. Queen Creek is not of safflcicnt size, aud
probably too cold, to provide habitat for tlie Appalacl�iaii elktoe. Given the limited scope of tlie
project and tlie distance to kuown records of App�lachiau elktoe and to associated inussel
species, impacts to Appalachiaii elktoe or its liabitat are not espected.
The terrestrial habitat in the viciuity of the bridge crossing has been disturbed by the bridge and
related maintenaiice, a private drive�vay, aud acl_jacent agricaltural operations. Riparian Iiabitat
downslreaui of the project and along the Soutli Mills River, approxiuiately 100 feet away, is
composed of mature deciduous trees, rhododendron and other sln�ubs. Tl�cre is some woody
vegetation upstream of the site, but the riparian area is cleared immediately at the bridge and it is
narrow fiirther upsh�eam due to cleariug around adjacent agricultural fields (see �ttached aeri�l
pl�otograph).
S�vamp pink aiid motintau� sweet pitclier plant are the ue�rest reeorded listed species to the site
(>5 miles SE), but these plauts are associated with wetlands. Similarly, bimehed arrowhead is
considered a subuieiged aquatic pla�it tl�at is assoeiated �vitl� very lo�v flow seepage areas.
Wetlauds and seeps aie lacking at tlie bridge site.
White irisette habitat is found on mid-elavation slopes with open dry to mid-inoisture oak-
hickoiy forest. Tl�e habitat is typically on rocky steep terraiu with shallo�v soils. "I'he habitat at
tlie bridge site lacks tlic characteristics requirecl by the white iiisette.
Sniall whorled pogonia habitat is considered variable in North Carolina. Typically, this plant
occiirs in open, diy, deciduous �voods �vith acid soil, thoug� habitats can include slopes along
streams. It is also known to occur iu rich, mesic forest in associ�tion witl� white pine and
rhadodendron. The area to be �ffected is uot cl�aracteristic of the open, dry deciduous forest or
mesic forest with white pine aud rhododendron. The sheam is not along a slope, but tln�ough
relatively flat terrain. The nearest smTll whorled pogonia record referenced iu the database is
appro�imately 16 iniles fi�on� the project in Trausylvania Counq�.
Dae to the limited scope of this project aud tlie proposed BMPs, the potential for adverse impacts
to downsh�eam aquatic habitat should be ininimal. Terrestrial habitat does not appear to be
characteristic of auy of tlie listed terrestrial species and I�as been disturbed in tlie vicinity of the
project. Tl�ere were no threatened or endaugered species obseived during Uie field scopiug
process. For these rcasons aiid tliose discussed above, w�e recommend � determinatiai of "no
effect" for tlueatened and endaugered species.
1'liis project was reviewed for cultural resoucces by NCDOT's Human Enviromnent Unit in
2012. It �vas determined that no suiveys woiild be required for historic arcl�itecmre. A survey
was conducted for archaeology witli a determination of �io effect (see attached forms).
Erosion and sediuientatioii control measures that uleet Design Staudards iu Sensitive Watetslieds
(15A NCAC 04B .0124) will be used for this project. Tlie construction foremau �vill revie�v all
e�,osion aud sedimentation coutrol measures daily to ensiu•e erosion and sedimentation is being
conlrolled effectively. If tlie devices are uot fiinctioning as intended, they will be replaced
invnediatel}' with better devices

Bridge No. 164 Page 3 June 3, 2014
Iiupacts to Watei•s of tl�e Uuited States
Queeus Creek (DWR Class: WS-tI, Tr, HQW) is shown on the USGS ropograpliic map as a
perennial stream. Tl�e channel is well deYiued with a substrate of cobble, gravel, saud/silt and is
appi•oximately 10-15 feet in width. The streaui supports fish and other aquatic life. Queen Creek
flows approximately 100 feet from the bridge to the South Fork Mills River. The Sotith Fork
Mills River then tlows appiroximately 3.8 miles to the Mills River. The Mills River then flows
approxiinately 6 miles to the French Broad River. The Frencli Broad River meets tlie definition
of a Traditional Navigable Water. For these reasons, we believe that Queen Creek is a Relatively
Penuaueut Water and is under tlie jurisdiction of the U.S. Army Carps of Eugineers. In order to
construct the project, it will be necessa�y to impact �vaters of the United States in the Freiich
Broad River Basin (HUC 06010105). Speciflcally, NCDOT is requesting ta repl�ce Bridge No.
164 with a cored slab brictge. Listed below is � sununa�y of the proposed impacts.
Site No. �iisting Condition Proposecl Conditio� Net
Statim� Im ncts
IT L x 21' W Timber
Site 1 Bridge �vith Coucrete 1� 40' L s 35' W Cored Slab Bridge 0'
Abutmeuts
Impervious Dike and Flow Diversion to
Site lA Free Flowing Streaui �emove Old Bridge Abutments 75
Site 2 Free Flo�ving Sheam Z� 60" x 28' CMP for 28,
Tew �m•a��� Ousite Detotu�
Site 2A Pree tlowing channel Impervious Dike and Plow Diversiai 75'
Site 3 Free Flowing Streaul E�cavate Road FiII and Install Riprap 60'
Bank Stabilization under Ne�v Bridge
Total Permanent Strea�u Impact fm• Bj•idge 0'
Total Permanent Sh•eam Impnct fm• Bank 5t�bilizatiou 60'
Total Tempora��- Stream Impact for Ousite Detow• 28'
Total Temporaiy Stream Intpact for Intpervious llikes and Flaw Diversion 150'
Permits Reryuestecl
NCDOT is hereby re�uesting authorization under Section 404 of tlie Cleaii Water Act to proceed
with tl�e construction project outliued above. By copy of this letter, I am asking Ms. Marla
Chambers, Western NCDOT Review Coordi��ator, of the North Carolina Wildlife Resources
Convnission (NCWRC) to ca�mieiit directly to you concerning tlie 404 Nationwide Perniit
request.
I am also requesting authorization under Section 401 of tlie Clean Water Act fi�om the North
Carolina Department of Environment aud Natural Resources (DENR), Division of Water
Resources (DWR). In additiou, I am asking Ms. Chambers and Mr. Ben DeWit, Roadside
Enviromnental Field Operations Engiueer (NCD01'), to conLUent directly to me concerniug this
permit request.

Bridge No. 164 Page 4 June 3, 2014
If }�oii have auy questioi�s or need additional iufonnatio�i, please contact me at [phone] or
Mr. Josh Deytoii, PE, al [phone]. Your eatly revie��� aiid considcration will be
appreciated greatly.
Sincerely,
% '/-��/��/ `ii��
Mark S. Davis
Division 14 Enviromnental Program Supervisor
Enclosures
cc: Ms. Am}� Chapmau, Divisiai of Water Resources, DENR, Raleigh
Mr. Kevin Barnett, Division of Water Resources, DENR, Asheville
Mr. Jasou Mays, Biologist, US Fish and Wildlife Sei•vice, Asheville
Ms. Marla Cl�ambers, R�esteru NCDOT Review� Coordinator, NCWRC, Ableivarle
Mr. Joshua B. Deyton, YE, Division 14 Bridge Management Engiueer, NCDOT
Mc. I3en DeWit, EI, Ro�dside L'uviroumental Field Operations Ei�gineer, NCDOT

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Consti•uction Notification (PCN Form
A. Applic�ut Information
1. Processinc�
1a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3 or General Perrnit (GP) number:
1a Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1 d. Type(s) of approval sought from the DWQ (check all lhat apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certifcation — Express ❑ Riparian Buffer Aulhorization
1 e. Is this noti(icalion solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because wrilten approval is nol reyuired? Certificalion:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for miligation � yes � No
of impacts? If so, altach lhe acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is lhe project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1h. Is the projec[ located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 164 on SR1338 (South Mills River Road) over Queen Creek
2b. County: Henderson
2c. Nearest municipalily / town: Mills River NC
2d. Subdivision name: NA
2e. NCDOT only, T.I.P. or State 17BP.14.R.28
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. NA
3c. Responsible Pariy (for LLC if Mark S. Davis, Division 14 Environmental Supervisor
applicable):
3d. Street address: 253 Webster Rd.
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicanl is: ❑ Agent ❑ Olher, specify:
4b. Name: N/A
4c. Business name N/A
(if applicable):
4d. Streeladdress: N/A
4e. City, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. AyenUConsultant Infonnation (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5a Street address: N/A
5d. City, slate, zip: N/A
5e. Telephone no.: N/A
5f. Fax no.: N/A
5g. Email address: N/A
Page 2 of 10
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. PropeAy identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in deciinal degrees): Latilude: 35.37211 Longilude: -82.62934
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: NA acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Queen Creek; Tributary to South Fork Mills River
proposed projecC
2b. Water Quality Classifcation of nearest receiving water: DWR Class: WSII, Tr, HQW
2c. River basin: French Broad (HUC 06010105)
3. Project Description
3a. Describe lhe existing conditions on lhe site and the general land use in the vicinity of the project at the time of lhis
application:
The landscape is primarily forested with open fields and a few single family residences.
3b. List the total estimated acreage of all existing wetlands on lhe property:
N/A
3c. List the total estimated linear feet of all existing streams (inlermiltenl and perennial) on the property:
N/A
3d. Explain the purpose of the proposed project: Replace an obsolete bridge with a new cored slab bridge.
3e. Describe the overall projecl in detail, including lhe lype of equipment to be used:
The erosion and sedimentalion control measures will be installed. The impervious dike and pipe will be installed as
needed to divert flow around work areas. The temporary culvert and detour will be installed. The old bridge deck and
abutments will be removed and lhe new footers, abutments, rip rap protection and deck installed. The detour and
temporary pipe will be removed. The road will be regraded and repaved. Track hoes, dump tnicks, bulldozers, cranes,
paving equipment, water pumps, diversion pipe, various hand tools will be used to accomplish lhe work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / � yes � No ❑ Unknown
project (including all prior phases) in lhe past?
Comments: N/A
4b. If the Corps made lhe jurisdictional determinalion, what lype
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdiclional areas? Agency/Consultant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, lisl the dates of the Corps jurisdictional determinalions or Slate delermina[ions and attach documentation.
N/A
5. Project History
5a. Have permits or certifications 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" inslruclions.
N/A
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposedlmpactslnventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all lhat apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Consiruction
2. Wetland Impacts
If lhere are wetland impacts proposed on the site, ihen complete this question for each welland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem orar T
W1 ❑ P❑ T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
WZ � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P 0 T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. T'otal �vetlnnd impncts N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3 b. 3c. 3 d. 3 e. 3 f. 3 g.
Stream impact Type of impac[ Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermitlent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T Bridge Replacement Queen Creek � PER � Corps �0-15 0'
❑ INT � DWQ
S1A ❑ P� T Irnpervious Dike and Queen Creek � PER � Corps 10-15 75'
Flow Diversion ❑ INT � DWQ
S2 ❑P � T Temporary Culvert Queen Creek � PER � Corps 10-15 28'
❑ INT � DWQ
S2A ❑ P� T Impervious Dike and Q��een Creek � PER � Corps 10-15 75'
Flow Diversion ❑ INT � DWQ
S3 � P❑ T Bank Stabilization Queen Creek � PER � Corps 10-15 60'
❑ INT � DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Totul Permnnent Siream :md Tributary lmpacfs — Bridge 0'
Total Perm�nent Sh•enm Impact fm� B�nl< Stabilizntion 60'
Total Tempm•a�y Strenm Impact fm• Onsite Detow� Pipes ?g�
Totnl Tempora�y StreTm Lupacl fm• [mpercious Dilces and �lo�v Di��ersions l50'
3i. Comments:
Page 4 of 10
PCN Form — Version 1.3 Deceinber 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
lhe U.S, then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody lype Area of impact (acres)
Permanent(P)
or Tem ora T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P�T
04 ❑P�T
4f. Tolal open water imp:�cts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or 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 purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
Sf. Totnl
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N!A
5j. Size of pond watershed (acres): N/A
5k. Method of construclion: N/A
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 impacts require mitigalion, lhen you MUST fill out Section D of ihis form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mifigation (s uare feet
or Tem ora T im act re uired? q � (square feet)
61 ❑ P❑ T N/A N/A O Nos N/A N/A
62 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Totnl buPfer impacts N/A N/A
6i. Comments: N/A
Page 5 of 10
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken lo avoid or minimize the proposed impacts in designing project.
A spanning bridge is being used for the new crossing to avoid permanent stream impacts. The temporary detour will be
consVucted upstream of the bridge in order to maintain Uaffic during construction and to reduce disturbance of riparian areas
along the South Mills River.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction lechniques.
Flow will be diverted around the construction area to minimize sedimentation to downstream aquatic habitats. Best
Management Practices will meet requirements for "Design In Sensilive Watersheds".
2. Compensatory Mitic�ation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts lo Waters of the U.S. or Waters of the State?
2b. If yes, miligation is required by (check all Ihat apply): ❑ DWQ ❑ Corps
❑ Mitigalion bank
2c. If yes, which mitigation oplion will be used for this projecl? ❑ Payment to in-lieu fee program
❑ Permiltee Responsible Mitigation
3. Complete if Using a Mitic�ation Bank
3a. Name of Mitigation eank: N/A
3b. Credils Purchased (attach receipt and letter) Type N/A Quantity N/A
3c. Comments: N/A
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is altached. ❑ Yes
4b. Stream mitigation requested: N/A linear feet
4c. If using slream mitigation, stream temperature: ❑ warm ❑ cool ❑ cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigalion requested: acres
4f. Non-riparian wetland miligation requesled: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify ihe square feet of impact to each zone of ihe riparian buffer lhat requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Tolal impact Mulliplier Required mitigalion
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private miligalion bank,
permiltee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
N/A
6h. Comments: N/A
Page 7 of 10
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does lhe project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, lhen is a diffuse flow plan included? If no, explain why.
Comments: NA ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A %
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Project is covered by individual NPDES Permit No. NCS000250. Additionally, because this project is in an ORW
watershed, a stormwater plan for construction will also be implemented.
❑ Certi(ied Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stonnwater Program
� DWQ 401 Unit
3. Certi(ied Local Government Stormwater Review
3a. In which local government's jurisdicfion is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all lhat apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwaler Management Plan with proof of approval been ❑ Yes ❑ No
altached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
� HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all lhat apply): ❑ Session Law 2006-246
❑ Other:
4b. Has lhe approved Stormwater Management Plan with proof of approval been
allached? (Not Required) ❑ Yes � No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requiremenls? ❑ 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. Environmental Documentation (DWQ Requirement)
1 a. Does lhe project involve an expenditure of public (federal/state/local) funds or lhe � yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does lhe project require preparation of an
environmental document pursuant to the requiremenls of the National or State ❑ Yes � No
(Norlh Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review f>een finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA fnal approval
letter.) ❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requiremen4)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland 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 after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A
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 quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project is for ihe replacement of an existing obsolete bridge on a rural secondary road. The road is not being
upgraded. Therefore, the project would not be expected to result in any siginificant secondary or cumulative impact.
4. Sewage Disposal (DW4 Requirement)
4a. Clearly detail lhe ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
ihe proposed project, or available capacity of the subject facility.
NA
Page 9 of 10
PCN Form — Version 1.3 December 10. 2008 Version

5. Endan�ered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � No
habital? ❑ Yes
5b. Have you checked with lhe USFWS concerning Endangered Species Act � No
impacts? � Yes
❑ Raleigh
5c. If yes, indicate lhe USFWS Field Office you have contacted.
� Asheville
5c1. What dala sources did you use to determine whether your site woulcl impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Database and onsite investigation during the field scoping process.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area Qesignated as essential fish � No
habitat? ❑ Yes
6b. What data sources did you use to defermine whether your site would impact Essential Fish Habital?
N/A - There are no marine or estuarine habitats in the Blue Ridge Physiographic Province.
7. Historic or Prehistoric Cultural Resources (Corps Reyuirement)
7a. Will this project occur in or near an area that ihe state, federal or lribal
govemments have designated as having historic or cultural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to detennine whether your site would impact historic or archeological resources?
The project was reviewed by the NCDOT Human Environment unit in 2012. Based on the review and/or surveys, it was
determined that the project would have no effect on his[oric or archeological resotuces (see attached forms).
8. Flood Zone Designation (Corps Requirernent)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Project was reviewed by the NCDOT Hydraulics Unit in
coordination with FEMA and the NC Floodplain Mapping Program.
8c. What source(s) did you use to make the floodplain detennination? NC Floodplain Mapping Program
Mark S. Davis �
)
Division 14 E�ivironuiental Supervisor 7���� ��� �_� _�� �
ApplicanUAgenPs Signature Date
AppllCanUAgOnt'S Pflllted Naf71B (AgenPs signature is valid only if an authorization letter from the
applicant is provided.)
Page 10 of 10
PCN Form — Version 1.3 December 10, 2008 Version

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NO SURV�Y Ii�QUIIZ�ll P'ORM
PROJECT INP'012MATION
Projec! No:
Projec! Tincking No. Qnlernnl UseJ
r (HA)12-08-0081 -1
L_— — J
Co7o,ry: Henderson
WI1SNo: 176P.14.R.2S Dnc:uueftt:
F.d. No:
Federn! (U.SACE) Perrni� Required?
I�urnlrnA• X State
X Yes ❑ No Perniit Tj�pe: NA
Federal
P�•ojectDesc�rptron: Replace Bridge No. 164 on SR 1338 (South Mills River Road) over
Queens Creek (presumed no off-site detour planned),
SUMMARY OT CULTOfiAL R�SOURCLS 12�VICW
I3riefdescriplion ofrevieiv ac[rvr[ies, resi�hs of re��ieu�, nnd condusiof,s: HPOWeb reviewed on 23
August 2012 and yielded no NR, SL, LD, DE, or SS properties in the Area of Potential Effects
(APE). Henderson County current GIS mapping, aerial photography, and tax information
indicated a partly wooded APE with cultivated fields and cleared residential parcels (viewed 23
August 2012). Several houses dating to the late twentieth century and early twenry-Flrst
century stand in the APE. Constructed in 1958, Bridge No. 164 is neither included in the
NCDOT Historic Bridge Survey, nor representative of any distinctive engineering or aesthetic
type. Google Maps "Street View" confirmed the absence of critical historic structures or
landscapes in the APE (viewed 23 August 2012).
No architectural survey is required for the project as currently defined.
Brief Gaplann/ion of u�lry Ure nvnilnble irtfm•n+nlrox provides cr relinb7e basrs foi• � ensonnbly pretlrcling
/Gnt lhere n��e no +nririeritrfied l,isroric p,•ope,•ries rr, tbe APC: APE extends 200 feet from each end of
the existing bridge (N-S) and 100 feet to either side of the SR 1338 (South Mills River Road)
center line (E-W) to encompass proposed construction. County GIS/tax materials and other
visuals support the absence of significant architectural resources. No National Register-listed or
-eligible properties are located within the APE, including the Federal perrnit area.
Should any design elements, including detour improvements, of the project change,
please notify NCDOT Historic Architecture as additional review may be necessary.
SUPPORT DOCUM�NTATION
scc anlched: location map
FINDING 13Y NCDOT CULTURAL R�SOURC�S PI20r�SSIONAL
NO SURVEY REQUIRED — Historic Structures
•.Nn Sun�. i� Roqulrrd"/onu for hfiaor Prtmrpnnnrio�i YroJech ns ¢rull�rd in IAe 2001 Yrogmnuumir Agn2ment.
NCDOfArdmrnlo�� R� Nlsmr ic Ardihremie Oraups

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R'ojerl Trnckiny No. (buernnl Use)
12-08-OOR1
NO PItEHISTORIC OR HISTORIC PROPERTIES
PR�SENT/ArT�CTED P'ORM
YROJECT INI'ORMATION
ProjectNo: Str.#440164
I PBS No:
F.A. No:
17BP.14.R.28
❑3
Fecfernl (USACG) Permrt Relrrired?
Project Descriplron:
Counq�:
Docuiuent:
Henderson
Miuinnuu Criteria Sheet
Funding: � State ❑ Federnl
� Ycs ❑ No Pernzil Tjl�e: N WP 14 and 401 WQC
The project cnlls for 1lre repincernen! of Bridge No. 169 wt SR l338 (Souil� illills Rirer Roarf) oi�er Qt�ee�i
Creek in Henderson Counlp. The m�chneological4ren ofPolentinl EJJecIs (dPE) Jorll�e projec7 is
defrned ns a 400-Joot (121.92 nt) long corrir/or runni�rg 200 feet (6096 m) nordt m�d 20� feel (60.96 rii)
soulh along SR 1335 T•an ei7her enr/ ofL3ridge No. 16�J. The co� � idm• is nppro.rinralel�� l00 feet
(30.48 nr) mirfe esfertdiug SO Jeel (]5.2d n�) nn eilher side of SR 1335 ji�om irs presenl center.
SUMNIARY OP TINDINGS
Tlie Nmlh Cru•olina Depm7meiN of TransportrUion (NCDOT) revieired tl�e subject project nntl deleruiined•
Archaeology
� There are no National Register-lisled or Study Listed properties �vithiu the project's area oFpolential
effects.
❑ No subsurface archaeological investigatious are rcquired for this projcct.
� SuUsurface investigations did not revcal Ihe presence of any �rchaeological resources.
❑ Subsurface investigations did not reveal the presence of auy arclineological resources considered eligible
for Hie Natio��al Rcgistcr.
❑ AII identified Archaeological sitcs locnted �vithiu t�c APE hnve beeu co�isidered aiid all compliance for
nrchneological resources �vith Section 10G of the National Historic Preservation Act and GS 121-12(n) has
been completed for this projec[.
� There nre no historic properties preseut or affected by this project. (Annch any notes or documents as
neerlerQ
..�A'n Hisrmir Pr-opr»iesYrasent"(onu for,t/inm' ]'mnsparmlion ProJrr�s n� QualiJ'red in rhe 1007 Prnqranmmlic dgreemenr.
\'CDOT.Ir. hnrologv S I{lelorlr.l r'rAilcrlivz Grm�ps

12-OS-0081
SUMNIARY OT CULTURAI, RI:SOURC�S RI:VIC�V
BrieJ �lescription ofrevie�v nclii�ilies, resu!!s o(rei�ieiv, mvd conclrrsio�rs:
Bridge No. ] 64 is northwest of Hendersonville, west of Mill River, and soutl� of Ihe Blue Ridge Parlovay
in the north�vestern portion of IIcuderson County, Norlh Caroliva. Tlie project area is plotted ii� tlie
northenstei�i� comer oCthe Pisgah Foresl USGS 7.5' topog�aphic qu�drangle (Pigure 1).
A m�p review auci sitc Gle search was conducted at thc Office of State fuchaeology (OSA) on August 9,
2012. No previously rccorded archa¢ological sites havc been identified �vitliin or ndjacent to the APE, but
tliece Imo�vn sites (311IN5�}, 31 HN51, aud 31 HN88) are wilhin a mile radius of die bridge. Iu �dditioii,
no existing Nntional Registrn� of Historic Pllces (NRHP), St�te Study Listed (SL), Locally Designated
(LD), Detenuined Eligible (DE), or Sw�veyed Site (SS) properties are within or adjacent to the
archneological APE. Topograpliic maps, USDA soil suivey maps, aerial photograpl�s (NC One Map), aud
historic maps (North Carolina maps website) �vere utilized to gage enviroumental factois thTt mny have
contributed to historic or prchistoric settlmnent withiii the projcet limits and to Tssess the Ievcl of ground
disturbaucc. An �rchaeological field aud reconnnissaiice survcy was coi�ductcd on August 15, 2012, to
l�clp assess the project are�.
Bridge No. 164 �nd SR 1338 cross Queen Creek roughly uortli to south. Tl�e stream conflueucc wilh the
South Fork Mills River is immediately west of the bridge. These waterways �re part of the French Broad
dcaivage bzsin. The APE is si�uated �vithiu Ihe Floodplain witli the South Fork Mills River rumiing �long
APE's e�steru baundnry (Figure 2). The noilhwest nnd south�vest qu�drnnts are mostly in cidtiv�tioii
witli dense vegetation present �long Queen Crcek (Figures 3 Tnd 4). Wolfpack Trail intersects with
SR 1338 in the northwest qu�drant as wcll. To the northeast, the river rm�s close to tl�e ro�d, but a small
intact ITndfonn is found near the bridge (Figure 5). Whilc in the soutl�e�st quadrant, soil crosion is heavy
as tl�e lauciCorm is gullied.
The USDA soil survey map indicates th�t tl�e APL' consists of Swicook Loamy sand (Su) to the norlh nnd
Ashe stouy sandy loam (AhG) to Ihe south (Figure 6). But, the Ashe stony sandy loam is not actually
present witl�iu the APE. lt is found only on steep side slope and is situated on the castside of the Soutl�
Pork Mills River. It is more likely thnt the eutire APE is composed of die Suucook scries. This serics is
cl�aracterized �s excessively drained and nearly IeveL The water table is deep at 3 to 6 feet (09 to 1.8 m)
below the surt:�ce. The soil is �Iso sabject to fi�cquent but very bricf iloods. This serics is ideal £or
prehistoric aud historic setHement activities due lo being well draincd, nenrly level, and close to fresl�
wnter. For tliesc rensons, a field iuvestigatiou �vas recommended.
Prcvious arcl�aeological work iu the arca has been prim�rily conducted to the north�vest by archneoiogist
with the U.S. Porest Scrvice, but most oC their investigations are over a nule away. Closer work to tl�e
cast and soi�tliwest were by the University of Noith C�rolina at Chapel Hill (UNGCH) �ud the Westem
Division of OSA. Within a mile of tlic bridge, tluec sites (31HN54, 31HN51, and 311IN88) hnve been
reported by these hvo groiq�s. Sites 31 HN51 and 31HN54 �vere ide��tificd by UNGCl�I in 1972 dariug
tl�e Cherokee Arcliaeological Project. Tl�is project included Inrge-scale surveys nnd salvage excavltions,
as �vell as intensive iuvestigatious of late prehistoric and l�istoric Che�nkee sitcs throughout t�e
south�vestern region of tlie state. Both sites Tre prel�istoric lilliie and ceramic swtter datiiig to an
unidcnti6ed period. 1'l�cy are situated aloug the Soutli Fork Mills River floodplain on well draiucd
Comus fiue s�ndy loam (Cu). Tl�eir eligibility for the NRHP is im�ssessed. Site 31HN88 was reported
by archaeologist �vith the Western Divisiou of OSA iu 1981. It is �lso � preliistoric site dntiug from
u��identiCed Archaic and Woodland peiiods. It is situated ou tl�c Sowh Pork Vlills floodplaiu as �vcll, but
on poorly drained ToxTway silt loam. Sites found on this soil type are uucommo�� due to persistent
�vetness. Tl�e sites eligibility is imassessed. Tl�is revie�v suggests the possibility of arcliaeological sites iu
the area, but furt�er tesling aloug the Soutli �ork Mill River tributaries is iiccded before auy conclusions
cau be drawi� oi� the predic[nbility of sites in this portiou of the counry.
'.�A'0 7/Isrorir Prnpervics P�aseat "Jarnilm,llinm�Trwuporlulimi NnJ�-rn ac QuulifrcAin rAe 2007I'rogmnnnntic,lgreen¢-nr.
. XCOOTdrehaco(oyr&I/isrorir.IrrhilzrinraGmups

12-08•OOR]
A l�istoric map rcvicw �vas also conducted for the project �rea prior to field work. The carliest maps to
depict the aree witl� any great delail are the 1892 aud 1905 USGS Pisgnh topographic maps (Pigures 7 nnd
8). The 1892 map sho�vs n rond siwilar to SR 1338 �vith n crossing over Qucen Creek. Ho�vever, this
crossing �ppears to Ue illusuated �vcst of the current bridge. Reg�rdlcss of its location, the map plols uo
liistoric struclures, but the subsequent 1905 m�p does. On tl�is later map, the 1ligument for the road
remains similar, �ud all structures are shown well �way from project area. Therefore, it seeros very likely
that no signiCicaut foruier structure will be encountered within the APE.
The �rchacological field iuvestig�tion cousislcd of hvo sl�ovel test placements (S1'Ps) (see Pigures 2 and
6) and a surF�ce iiispection. The frst STP �vas placed in tlie northeastcru quadraut along the smnll intnct
landt'orm next to the river (see Figure 5). '1'l�is S"CP consisted of recent alluvial sediment. The entire soil
profile is composed a dark yellowish brown (lOYR 4/4) lo�my sand with pockets of lightcr s�ud that
extend to at least GO cm (24 in) below the sw face. Largc rocks and rwts hnit excevalions. The second
STP was pinced iu the south�vestern quadrant at the edgc of the field (see Figure 4). An �ttempt to
excnvate tlic STP uearer to Queen Creek was made, but dense vege�atiou and a falleu h�ee made this
impractical. 1'l�e soil profile for Ihis STP consists of two layers. The upper is a bro�vi� (IOYR 4/3) s�ndy
loam that is approximTtcly 35 cm (14 in) Ihick. This is considered a plo�vzone. Tl�e sccond is a stro��g
browu (7.SYR 4/6) loamy clay subsoil that e�tends at lcast 45 cm (18 in) below thc surface. Both STPs
�vere negative f'or cultural material. No STPs �vere excavated in the soulhe�st quadrant due to disturbnnce
from heavy soil erosiou. While in the uortl�wcst, surface visibility was at 100 percent (see Pigure 3). The
corn field in this qu�drant wTS inspected with a walk-over, but uo cultural matcei�l was recovered. From
this iuvestigation, it appenrs very uulikely for any significant �rchaeological sites to be imp�cted by Il�c
proposccl bridge replacement.
The defined archaeological APE Cor Ihe proposed replacement of Bridge No. 164 is located on Hie Soulh
Fork Mills River floodpl�in �vith the riverjust east of the roed. Tl�e arclmeologicnl subsurface
invcstigation Tnd surt:�cc iuspection identified uo archleological sites within the APS. Iu �ddition, t�e
�istoric m�ip revie�v identified no hisroric structures in lhe vicinity of tl�e bridge. As z result of thcsc
investigations, it is wilikcly for siguificnnt and int�ct arcl��cological deposits to be cncountered within the
APE. As long ns impacts to the subsurface occur wi�hiu tlie defiued APE, no further archaeologicnl work
is recommeuded for thc replacement of Bridge No. 164 in Heudersou Counry. [f constructiai s�ould
affcct subsurface arens beyoud tl�e defiued APE, further arch�cological coi�snitntion might be necessary.
SUPPORT DOCUNILNTATION
Sec attached: Map(s), Previous Swvey l��fo, Photos, Correspondence, Photocopy of notes from survey.
Signcd:
, ...
r:.`�'J,1-f:..... L�� .,__,_.,. 8/28/12
C. D�ntov Jones
Cultural Itesources Specialist, NCDOT
'.T'nHlrmncPmpmYiesP�vsenl"/omifnrS/inorTrnnspanotlwi!'rojrc).nsQuulllledlnrGr'Oq7Hogrn m�oticd3rernirnr.
,\'CDOT dr.lrneolog�� & Hi.mrio drehilenurr Grmrps
Date

12•OS-0081
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� L � .. 7� i'�� ,1�". .'r � �Y; ' S i I l�: /, I �L�I 5 . I� �/�� �•i �i
USGS 7.5 f.iinute Quadiangh GJap 0� I
PisyaA Faest. Ounernwe Cloantairz N
S4yfand, arx! Hwe? SROe, Nr;
Mies
�r , 0 4.Oi]D
. Y 1.
� '�� ��� W E
0 Feet �
�
Nerafa�son Coi�nty �.tel?rs S
Figurc 1. Topograpliic Setting of Projcct Arca, Pisgah Forest (1965; phororeviscd 1978), Duusmorc Mouutain
(1967), Skylaud (1965, photorevised 1991), �ud Horse Sl�oc (1965, photorevised 1991), NC, USGS 7.5'
Topographic Quadra��gle.
"A'u flemdc Propenles Przreru"/onn for ElDim�Tiansponorlm� l>gans ns QuoliJicJ n� rhe 2an7 Noy unmioriu dy�rnn.vu.
NC�OT drdmrologv.4 Huronc d�.Lirenurr Gmups
�

12-OR-OOR1
Figurc 2. Acrial photograph of the APE showiug developmeut, laudforms, nnd STPs within the project area.
•)A'n Hi.roAr Po�opri>les Presar!"Jomi/nr',Vlnar �'anrpormlinn P��ojecG us QneHJieAin �Ae 2007 Progaunnrntlr,Jgraeuienr.
NCD07.IrrAueo(agv.@ //islnrirdreAilrcmreGrovps

12-OS-0081
Pigure 3. Gcner�l Vicw of the cultivated field iu thc uorll�wcst qundrant, facing north,
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c �
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Figure 4.
� .. . , .. . ,. �Ny f'�''�
. i �
• .. �Y:�v � . . I .
' . . ' . . . I � �.
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of dense vegetation ne�t to ficld iii the sou�h�vest quadraot, facing southwest.
.•,A'o Hurmic Propcnl��s PrrsenY' foi ni fm'.11lnm'TranrPmmrimi l'rnjecis ns Q�mliJ]ed in Nre?007 Progrmnninli¢ d8i'eenuv�l.
,\'CDOT.IrcrAueo(ngr R Hi�mrie dmhimnurr Groups
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12-08-0081
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rJ�♦ 1.' , 1�.i � ,�` •���`
Figure 5. Gcucral View oClandform in the nortl�east quadi��ut, facing soutl�.
..,A0 [/eroric Pmpunles R':�cn�"fam fm'Alinor' 71nu.pmlmimi Cr%erx o� QunliJieAin rhe?OU9 Progrnmmoric dgrsauavr.
ACDOT.b'zhueolo�' K H1slmie.L'diircrlure G�oups
i

..�A'nHinorirPmpenle�Prc�enr"fom�Jw�,llirzm�]YanspminlinnA'njecrsusQuullfedlnrhal00lProgrn m�oliedSrermnrt.
,PCOOT d�cAaeo[ogv R Hisrorie drehirec�in � Croups

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12-OR-0081
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igure 7. ] 892 USGS Pisgah topographic iu�p showing the project arc�.
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Figure 8. 1905 USGS Pisgah topo��pl�ic map sho�ving the project area.
.SV'o Hislonr Propenies /'rr.rnl "fnnn Im' d/inm' T'nnsponmim� R�oJreh. ns Qunli,/!rd in rha 2009 P�oSrnninmNc dgreeni�ru.
�\'CDOTdreAueo(ogr & Hisrmir drdiireeh�rr Gmups
�

APPROVEU JURISDIC7'IONAL Dli'PERDIINA'PION PORi�I
U.S. Army Cm�ps oC Engineers
"I his form should be completed by follo�cing Ihe ins�ruc�ions pro��ided in Section IV of the ID Fonn Instn�ctional Guidebook.
SCCTION 1: 6ACKGROUND INPORDI.\'1'ION
A. REPORT COnIPLE'PION DATC �OR APPROVED JURISDICf10�AL DE'I'ERDIINA'1'10� (JD):
B. DISTRICT O�f ICC, GILE �Ai\iC, AND NU�IBI;R:
C. PROJEC"C LOCATION AND BACI<GROUND INFORVIATIOY: 2eplace Bridge No. I64 on SR 1338 over Queen Creek
Stato: NC County/pnrish/Uorough: I Iendcrson City: nlills Rivcr
Center coordinates of site QaUlong in degrce decimal formnt): LaL 3�372I I° N, Lon�. -32.62934° R'.
Universal'I'r�nsverse b(erca�or.
Neme of neares� �ca�erbody: Queen Creek (\VS-17. Tr, I IQAV); Oo�cs lo Sowh Fork V4ills River (\VS-ll, Tr, IiQAV)
Nnmc of nearest "frnAi�ional Navig��ble \Vn�cr (TN\V) ln�o �vhich (he nquntic resource flo���s: French Broad River
Nnine of ���atershed or Hpdrologic Unit Cade (HUC): 06010105020030
� Check il map/diagrnm ol reaie�c nren and/or po�en�ial jurisdictionnl nrens ivure nvailable upon roques-t.
❑ Check if other sites (e.g., otisite mi�igution sites, disposul sites, em...) �re associateA �vith this aetion and are recorded on a
difterent JD form.
D. REVIE\1' PI?R�ORi�IED f'OR SITE EVALUATION (CHGCK ALL TIIAT APPLI'):
� Office (Desk) Delenninn�ion. Da�e: Junc 3, 2014
❑ Field Detennination. Dn�c(s):
SGCTION II; SUDIDIARY OC' �INDINGS
A. RIIA SECTION 10 DCTERVIINATION OF JURISDICTION.
Therz Are �w °�mviga6le inn�ers ojdie il.S." ���i�hin Rirers nnd Harbors Ac[ (RHr\) jurisdiction (as dcfined bp 33 CC2 part 329) in �he
rerie�v �ren. [RequireclJ
❑ lVa�ers s-ubject to the ebb and Flow ol the tidt.
❑ Naters nre presently used, or hnve bcen used in the pnsl, or mny be susceptible for use lo trnnsport intersmre or foreign commeme.
F,xplain: .
6. C�VA SGCTION 404 DETER�IINA7'ION O!' JORISDICTION.
Thcrc Are'-irnters o% die U.S." �vithin Clean AVater Act (CAVA)jurisdic�ion (as defincd b}� 33 C�R part 328) in Oie revie��� nrea. [HequiredJ
1. �5'aters o(�hc U.S.
n. Indicnte presence o(woters of U.S. in rerie�r nren (checl<all thnt apply): '
❑ 'I'NVA's, including terri�orial seas
❑ lVeUanAsndjacenttu'fM1's
� Rclatively permnncnt �vaters� (2PlVs) Ihat Ilo�c directly or indirectly into "INVVs
❑ Non-RPAA's tha� flo��� dircc�ly or indirectly into TNVVs
❑ lVeUands directly ubutting 2P1Vs �het Oo�v directly or indirectly into TNVVs
❑ R'etlands ndjncent to but not directly abuuing RPIVs that flo��� directly or indirec�ly into'IN Ws
❑ Nctlands ucljncent to non-RP\Vs Ihnt ilo�v dirzcUr or indirecUy into TN\Vs
❑ Impoundmenls of jurisdic[ional �vaters
❑ IsolntcA (intenwle or intrnstnte) ���aters, including isolnted ���etlands
b. IdentiPr (estimnte) size of wnters of tlie U.S. in the revie�v nren:
Non-�cetland waters: I>0 linenr feeL 10-IS �vidth (ft) and/or acres.
Wetlands: acres.
c. Limits (boundories) oPjurisdiction bnsed on: Cstablishcd by OH�Vi�I.
81eva�ion of estnblished OI RV�4 (if kno�vn): .
2. Non-regulntecl �ratersAvetlands (check if npplicnble):'
❑ Potcu[ially jurisdic[ional �vaters and/or �eotlands ���ere assessed �vithin Ihe rcvie�r area and dc�cmiined [o be no� jurisdictional.
Espinin:
� Boses checkeA below shall be supported by emnple�in� Ihe appropriate sec�ions in Section 111 belo�r.
' Por purposes of�his fonn, an RP1\' is dzfined:s a Iribu�np� Ihm is not a Tt�\Y and Ihnt lypicnlly (lo�rs yenrvmund or hns conlinuous Oow at Icmi "seasm�ully"
(e.e., Iypicall�� 3 inon�hs).
' Supporting dacumen�n�ion is prrseNed in Sec�ion III.P.

SCCTION lll: C\\'A ANALI'SIS
A. TN�Vs AND \YE7'LANUS ADJACCYT TO TN�Vs
Thc ngcncics ���ill assertjw�isdictiou ovcr TN\1's nnd weHnnds adjacent to TN\Vs. If the nquatic resource is a TN\\', completc
Section 1[LA.1 and Section III.D.I. only; i(the aquatic resource is n wetlnnd ndjncent to n TMV, complefc Sections III.A.I nnd 2
nnd Section III.U.I.; othern�ise, see Section 111.B below.
1. TMV
Idenli�y TN\V:
Suuvnarizc rationnle supportinc delermination:
2. \Vetiand adjacent to TN�V
Summarize rationale supporting eonclusion �liat �eetland is `adjacent°:
6. CIIARACTERISTICS OF TRIQUTAR]' (TIIAT IS NO'P A'1'NR').1NU I'1'S AUJACEYT R'ETLANDS (I� ANl'):
This section summarizes informntiou regnrding characteristics o(Hie iributnry nnA ils ndjncent wellnnds, if nny, nnd it hclps
determine ���hether or not the stnndnrds fm-jw�isdicfion esfnblished under Rapmmshm�e bcen met.
Tlie ngencies will assert jurisdiction over non-nnvigable tributnries oPTYR's �vhere Hie tribidaries nre "relntirely pa�mnnent
�rnters" (RP�Vs), i.e. tributnries �hn[ typicall}� Oow year-iround or Imee cantinuous Oo�r nf Ienst sensonnlly (e.g., typicnlly 3
roonths). A wetlnnd tlmt directly abuts an RP\\' is nlsojurisdictionnl. If the nquntic resource is not a TN\V, but has year-rowid
(perenninl) Oow, skip to Section III.D.2. If ihe nqimtic resource is n wetlnnd directly nbutting a tributary with perenuinl Oow,
sl<ip to Secfion IILD.d.
A wetlmid thnt is ndjacent to but that does imf directly nbut nn RP�V requires n significsnt ne�us evahiatiou. Cm�ps districis nnd
GPA regions will include in ihe record nny nvailoble infm�mntion ihnt documeuts the existence of a significnn� necus bchveen a
relatively permaneut iribidnry thnt is not perennial (nnd its ndjncent �vetlnnds if niq') nnd n trnditionnl nm•igable wnter, eren
thaugli n significnnt necus finding is not required ns m m�fter of Imv.
If the wnlerbody' is not nn RP�V, or a wetland direclly nbutting nn RP�V, n JD will require ndditionol data to determine if the
waterbody hns n significnnf necus e�iH� a TNR'. If the �ribufnry hns ndjncent wetlnnds, the significant nezus evnluation nu�st
consider the tributary in combinntion with nll oPits adjacent weHands. This significant uezus evnluntion thnt combines, Por
annl��ticnl purposes, ihe iributmy nnd nll o( its ndjacent wellnnds is used whether the review nren identified in the JD request is
the h�ibutnry, or its ndjncent �retlands, m� both. If tlie JD covers n tributa�y wifh adjocent weHonds, complete Section III.6.1 for
the h�ibutary, Seetion ]II.[31 for nn}� onsite wetlands, nnd Section II1.6.3 Por nll �vetinnds ndjncent fo thnt h�ibutm�y, both onsite
nnd o(fsite. The determinntion �rhether n signific�inl necus e�ists is determined in Section IILC belo�r.
L Characteristics of nmrTN�Vs ihnf Ilow directh� or indirecth� into TNR'
(i) Cenernl Area Conditions:
VVntershed size: Piel< List
Dminngetata: Piel<List
Aeerage annual rainfnll: inches
Avcragc nnnunl sno���fnll: inches
(ii) Physicni Chnr�cteristics:
(a) Relationshiu with'I�R':
❑ Tributary Flo�vs directly into TNVV.
❑"I7ibutary �lo�vs through Picic List �ributnries before en�ering TN\V.
Project ���atzrs aro Picic List river miles Gom TNIV.
Projec� �enters are Pick List rieer miles ITom RP\V.
Project ���ater, are Picl< List aerinl (straight) miles from'f\1V.
Projec� ���nters nre Pick List aerial (s�raieht) miles &om RN\V.
Prolec� �caters cross or serve ns stnte boundaries. E�plain:
Idenlif�� Flow route to "I�N W`:
Tribul�ry stream order, if kno�vn:
' No�z �hnt �he Ins�nictional Guidebook contains addilionnl infonna�ion reg,utlin� s�r�les, dilches, �r:shcs,:md crosionnl fcntuccs senc�ally nnd in tl�e ncid
lVes�.
' Flow eoutz can be Aescribed bv identitpinc, eg., tri6utary n, �chich flo�cs �hrough fhe re�•ie�c are:� lo tlo�c inlo Iribulnq� b. �rhieh 11ien Ilo�c� into TN\V.

(b) General'I'ributan� Charac�eristics (check nll tha� a�lr)�
Tributary is: ❑ Natural
❑ Ar�ilicial (man-mndc). Bxplain:
❑ V�tanipulaled (man-nitcrcd). E�pinin:
Tribidnry Properties �rith rzspect ro top ot6ank (es�imate):
Avemge ���idth: fcct
Avcrnge dep�h: feet
Averagc siAc slopes: Pick List.
Primaq� tributnq� substrate compusilion (chcck all that epply):
❑ Sills ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ biuck
❑ 6cdrock ❑ Vcgc�a�ion. Type/%co��e%
❑ Other. 8�plain: .
Tribulary condition/s�ability [e.g.. highly eroding. sloughing bnnks]. Espl�in:
Presence ofmn/riflle/pool complexes. E�pl�in: .
Tributary geome�q�: Picl< List
"fributary gradient (approximatc nverage slope): %
(c) Plo�r:
Tributaq� provides for: Pick List
F,stima[e a��eraee number of Flo�c o��ents in revie�c nre;Jyeac Pick List
Describc flo�r regime: .
Other informa�ion on dura�ion and ��ulume: .
Surfacc tlo�v is: Pick List Ch�ractcristics:
Subsur[ace Ilow: Picl< List Cxplain Ilndines:
❑ Dye (or other) test pertonuad: .
TribWary has (check nll thn� apply):
❑ Dcd mid banks
❑ OI IAA'�I° (chccA all indica�ors thnt npply):
❑ dear. na[ural line impressed on Ihc bnnk
❑ chanees in the chnracter ol soil
❑ shelving
❑ vege�a�iom m�ttcd do�vn, bent. or �bsent
❑ leaf litler disturbcd or �vashed a�rm�
❑ scdintcntdepositinn
❑ lCFil2C SlflII11i1�,
❑ other (IisQ:
❑ Discontinuous OHNM.' Explain: .
■
■
■
■
■
�
the prescnce of litter nnA dcbris
destruction of tarrestrial regetntion
the presence of �vrnek liue
sediment sortine
scour
multiple observed or predicted Flo�c crcnts
abrupt change in plan� commm�iq.
If factors other than the OI IIViA4 wen used to Aetermine Intei�al estent of CAVAjurisdiction (cheek all Ihu� appl��):
❑ Iligh TiAc Line indicmed by: ❑ hlean High VA'ater blerk indicated by:
❑ oil or scum line along shore objects ❑ surecr �o available dntum;
❑ fine shell or debris deposiis (foreshore) ❑ phrsicnl mn�kings;
❑ Physical markings/chnractoristics ❑ reeelation lines/changes in vegztntion types.
❑ tidnl gauges
❑ othcr (IisQ:
(iii) Chemical Chnrnctcristics:
Characterize tribulnry (c.g., water color is clenr, discolored. oily film; ���ater qunliq�: genoral watershed charac�eristics, ete.).
Espl,tin: .
Identitp specific pollutnnts, if la�o�vn: .
°A natuml oc mm�-in�tle dixonlinuity in �he OI IR'\4 does no� necessnrily szvzr I��risdiction (e.g., ��hcre the slreain tzinporarily Flo�SS undereround. or �chere
Ihe OHWAi hus been removed 6y develupment or nericuhucal pr�clices). 15'here Ihem is a breaA in Ihe OHl1'til lha� is unrclnted to �he �rnterbody s Oo�c
reeime (eg., Oo�c nrer a rock oWCmp or Ihrough a cidven), thz aecncics �cill look for indimtors of ilo�c n6ove and btlo�c tl�e break.
'Ibid.

(ir) Biologicnl Chnrncteristics. Ch�uwel suppm�ts (checl<all tliat apply):
❑ Riparian corridor. Characteristics (q�pc. nver�ge width): .
❑ \VcUnnd fringe. Characteristics: .
❑ Habitnt for:
❑ Federally Listed specics. Bxplain �indings: .
❑ Fis-h/spa���n areas. Gxpinin findings: .
❑ Oiher enrironmcn�nlly-sensilive species. Bxplain tu�dines:
❑ Aqualic/�vildliCc di��crsity. E�plain lindines: .
2. Chm�ncferisfics of wetlands ndjacent to nmi-TN�V that flow directly m• indirectly into TN\V
(i) Physical Cliaracteristics:
(n) Genernl \Vztland Characteris�ies:
Properties:
Wetland sizr. ncres
Netland typc. 8apinin: .
VVctlmid qualiq�. Eapluin: .
Projecl ���eUnnds cross or serve as s�a�c boundnries. E�pinin:
(b) General Flo�v ILelationshiu ��'ith Non= IT'VV:
Plo�a is: Picic List C�pinin: .
Surfnce tlow is: Pick List
Chnretcleristics:
Subsurfncc tlow: Picl< List Esplain lindings:
❑ Dye (or o0ier) tes� pertormcA: .
(c) AVetland Adiaccncr Determii��ation �vitli Non-"I'uR':
❑ Dimctly nbu�ting
❑ �bt directly abut�ing
❑ Discre�e �cetlnnd hydrologic connectiun. Explain:
❑ Ccological conneclion. Esplain: .
❑ Separated by benu/bnrricc F.�plain: .
(d) Proximitr (Relationshiul �o TNIV
Prqject �vetlands arz Piel<List ri��cr miles from 1N1V.
Projec� �va�ers are Pick List aerial (straighQ miles tiom TNIV.
Plo�v is fYom: Pick Lisf.
h'stimate approxinmtc location of �vetland us �cithin the Pick List Iloodplain.
(ii) Chemicnl Chnracteristics:
Charncterize �etUanJ sps�em (e.g., �vater eolor is cleur. bro�sn, oil film on surlace: a�a�er qualily: genernl watershed
chai.uteristics; ctcJ. H�pinin: .
Iden�ily specilic pollutnnts, if knoo�n: .
(iii) Biologicnl Charncterisfics. �Vetlnnd suppm�ts (check all that npply):
❑ Riparian bufYCC Chnrneteris�ics (type, avera,e �vidth): .
❑ Vegeta�ion type/percent eover. Esplain: .
❑ Hnbitn� for:
❑ Federally Lisied species. B�pinin tindines: .
❑ Pis-h/spa���n arcas. Bspinin fndings: .
❑ O�her en�°ironmenlnlly-scnsitive species. Explain Ilndings:
❑ Aqantichvildlife diversity. Gxplain tindines: .
3. Chnracteristirs of nll �vetlmids ndjacen[ to the irib�rtmy (if nny)
All weUand(s) 6eing considered in the cumula�ive analysis: Piek List
Appro�imately ( ) acres in to�al are beine considered in �he eumulative nn�lysis.

C'or cnch �cetlnnd, speciCy the follo�eing:
Directh� abws? (YM) Size (in lcresl Direclh� abuts? (Y/M Size (in acres)
Summnrize overaill biolugical, chemical and physicnl hinctions bcine perPormcd: .
C. SIGNIFICANT NEVUS DETCRiAIINA'f10N
A significnnt nezus nnnl��sis will nssess tl�e Ilow chnrncterisfics nnd functions o(the h�ibutnr}• itself nnd tlie functions perPormed
by nny wetlnnds ndjacent to the tributnry to determine if thcy significnntl�� nffcct the chemicnl, physicnl, nnd biologicnl integrih�
of n TN�V. Ra• each o(ihe follo�ving situntions, n significnnt nezus ezists if the tributnrp, in combinetion �riNi all of its adjncent
�retlands, hos mm�e ihnn n speculntive m� insubstantial effect m� the chemical, pliysical and/m� biological integrily of a TN\V.
Considerntious �vhen evnlunting significant ne�us inchide, but nre not limited to the rolwue, dw�ntion, nud frequency oP�he flo�r
of water in ihe Iribufm�y nnd its proximity to n TN\\', nnd ihe functions performed by the tribulnry nnd nll its ndjncent
wetlnnds. If is not nppropriate to determine siguific�nt necus bnsed solcly on nny speci�c threshold of distmice (e.g. beh��een a
h�ibutnrti� and its adjncent wetland m� bctwcen n tributniy and the'PN�V). Similarly, the fact an adj�cent wetland lies within m�
outside of a(loodpinin is not solcly determinafive oPsignificant ne�us.
Drn�r conneclions bet�reen tl�e fe:itures documented nnd the c(fects on the TMV, ns identified in the Rnpmros Guidnnce end
discussed in H�e Instructional Guidebook. P'nctors to consider include, for e�ample:
• Does the tributnp�, in combinn�ion �cith its adaceni �vetlands (if any). have the capaciq� to carry pollutnnts or flood �cnters to
"I'V�A's, or �o reduce the nmount of pollwants or Ilood watcrs maching a TNVV?
. Does the tribufary, in combinn�ion �cith its aeijacent �cetlands (if any), provide habitat and lilecycle support Cunetions for �Tsh and
other species. such as fccdine. nesting. spa�cning. or reuring young Cor species that are present in Ihe Tl�AA'?
• Does Ihe tribWan�, in combination �vith its n�jncent ���etlunds (iCuny), h�ive Ihe capacity lo Iransfer nutrients an� orgt�nic carbon that
support do�vnstreain (ood�vebs?
• Docs Ihe tribu�ap�. in coinbination ���iih its ndjacent �veUnnds (if any), hnve other relationships to the phpsical, chemical, or
biologicnl in�egrity of tlie TIVR'?
Note: the above list of considerntions is not inclusice �nd othrr functions observed or luiown to occur shoulcl be documented
belo�r:
1. Significmrt nesus findings for non-I2P\V thnt hns no ndjncent wetlnnds nnd Oows directl}� m� indirectly into TN\\'s. I'.splain
findings of presence or absence of signifienn� ne�us belo���. based on the IribWaq� i(self, �hen �o to Sectiun III.D: .
2. Significant nesus findings for non-RP�V mid its ndjacent wetlnnds, where the non-IiP�V flows directly or indirectly into
TNR's. F.splain fin�ings of presence or absence of significnnt nesus belo�v. bnsed on the tributnn� in combin��tion ���ith ull of its
ncijuceni �setlnnds. �hen go to Seetion III.D: .
3. Significnnt nesus Sndings fm� weHnnds ndjncent to nn RP�V but tiint do not directly nbut the RPW. Explain lindings of
presence or nbs-ence of signifcant nexus belo�v, bnsed on the tributni}� in combinntion o�i�h ull of its acijncent �retlands, �hen go to
Section [II.D: .
D. DE"PL;IiD1INATIONS OF JURISDICTIONAL ['INDINGS. THE SUBJECT VA'ATERS/�5'ETLANDS A2E (CHECI( ALL
THAT APPLI'):
1. TN�Vs mid Adjacent VVetlands. Check all that npply nnd provide size estimntes in review �ren:
❑ �NVA's: linear feet ���idth (d), Or, ncres.
❑ \Vetlands adjucenl to TNVVs: neres.
2. RP\1's that ilo�r directiy or indirecth� into TN\Vs.
� Tributnries ot`IN Ws ���here tribularies q�picallp flo�v ycarvround nre I��risdictional. ProviAe dnta and rntionnle indicn�ing �h�V
trihulury is perennial: The stream is sho�cn on �he USGS topographic map, soil map. and on Oie Floodplain Mapping
Pro@ram.
❑ TribWnrics of'IN�1' a-here tri6utaries have continuous [lo��� "scasonnll}" (e.g., [ypicnlly Ihrec monlhs cach ycm�) are
jurisdictionnl. Dnin supporting ihis conclusion is provided at Scction III.d. Proridc rationalc indicnting that Iributnp� tlo�vs
sensonal Ir: .

Provide estimates for jw�isdiclional �c�iters in the revie�v �rca (check all tha� apply):
� Tributaq� ���aters: I50 linear feet 10-IS �vidih (fQ.
❑ Other non-�cetland walen: acres.
Idcntity lype(s) of ���nters: .
3. Non-RP�Vse thn[ �o�r directh� m� indirecih� into TN�Vs.
❑V1'nterbody thnt is not n iN\V or nn 2PAV, buf Flo�vs directly or indirectlr inlo a TNVV, and it has a significnnt nexus �vi�h n
"IT�V1' isjurisdie�ional. Dnta supponing this eonclusion is provided nt Section L[LC.
Proaide es�imaies for lurisdictional �vnters �ci�hin the recie«� nren (check all that apply):
❑ Tribwarp wnters: lineur fee( widlh (fl).
❑ O�her non-���e�land ��mters: acres.
Iden�ily type(s) ol' waters: .
d. R'etlnnds direcHy abutting an RPR' thst ilow directly or indirectly into TN\\'s.
❑ Wetlands directly abut RPVV nnd thus nre jurisdic�ionnl ns adjacenl �vetlands.
❑\Vetlands directly abutting an RP\V �t�here tribu�nrizs q�pically �lo�c year-round. Provide dntn nnd rn�ionale
indien�ing Ihat Iribulaq• is perennial in Section [II.U2, above. Provide mtionale indicating th.it �cetlnnd is
directly abutting nn RPIV: .
❑AVetlands- directlp ahutting an RPAV �chere lributnries j•pieally Ilo�c °eeasonally." Provide dnln indicaiing th.�i tribumq- is
scnsonal in Section IICB and raiiunale in Section IILD2, nbovc Pro��ide ralionale indictuing �h�t �veUnnd is dircclly
abul�ing an RPN: .
Proride acreage estima�es ti�r jurisdictionnl �ve�lnnds in Ihe revic�c area: acres-.
5. ��'etlands sdjacent to but imt directly obuttiug an RPAV thnf Ilow directly m� indireetiY into TMVs.
❑VVe�lnnds Ilmt do not directl�� abut an RPAV, but ���hen considered in wmbination �vith the tributary to �ehich �hey are adacent
and �cith similnrlr situnted ndl�cent �vetlnnds, ha��e a signilicant nexus «�i�h n'INVV nm I�irisidictional. Dala supporting this
conclusion is provided at Seclion I ILC.
Provide acrenge estimntes forjurisdictional �retlands in the rzvie�c �iren: neres.
6. \Vetlandsndjncent to non-RP\\'s thnt flow direclly m� indirectly into'PN\Vs.
❑\Vetlands edli�cent to such �cnters, nnd hnve when considered in comhina�ion �vith the tributnq� to �ehich tliey are acijecen� nnA
�ri�h similady situated adjacent ���etlands, have a significnnt nesus �vith a 7`iVVl' are jurisdictional. Dntn supporling �his
conclusion is provided n[ Scction IILC.
Provide estimates forjurisdictionnl �vetlends in Ihe rzvie�v nren: acres.
7. Impowidmenis ofjurisdictional �raters.'
As a general mle, tlie impoundmen( oCtijurisdic(ionel Iribut�n� remains lurisdictional.
❑ Demonstm�e �hai impoundment �cas crea�ed Gom "�vaters ot the U.S.," or
❑ Demonstrn�c that �vntcr iucc�s Ihe criteria lor one o(the categories preszntcd nbo�•c ( I-6), or
❑ Demonstrate �hn1 ���ater is isolnled «�i�h n ne�us lo commeree (see E belou�).
C. ISOLA'PEU �INTERSTATC OR INTRA-STATG� \VATCRS, INCLUDING ISOLATED \1'ETLANDS, THE USE,
DEGRADATIOY OR DESTRUCTION OR �VHICH COULD A�fCCT INTE2STATE CODI\IERCG, 1\CLUDING ANY
SUCII R'ATfRS (CHECK ALL THAT APFLI'):10
❑ o�hich are or coulcl be us-ed by interslate or foreign travelers for recreational or o0ier purpos-es.
❑ from �vhich fish or shell�lsh arz or could be taken and sold in inters�n�e or forci�n convnerce.
❑�chich arz or could be used for industrial purposes by induetries in inter,tate commerce.
❑ Inrerstate isolated ��•a(ers. Esplain: .
❑ Other fac�ors. Ezplain: .
"SCZ Foolnolc Y 3.
' To comple�z ihz anal}'sis refer to Ihz ka}° in Sec�ion III.D.6 of Ihe Instruclional (;ui�ebook.
"' I'rior �o asserting m� declining C�VA jurisdiclion based solely on Ihis enlegnry. Corps Uistricls �cill elecnte Ihr acliun tn Cnips and GP:111Q for
rcric�r cnnsislenf �cith Ihc proccu drscribcd in Ihr Cm�pc/LP:1 J/emornuduui Rcyardinp CII:I ,IN J�visdirliai Follmring Rnpanos.

Identify wntcr body aud summnrizc rntionnle supporting determinntion:
Provide estimates for jurisdictional �va(ers in �he revic�v ama (check ull th�� npply):
❑ Tribulnn� �calers: linear (eet �cidth (ft).
❑ Othcr non-�retlsind n�aters: acres.
Identily q�pe(s) of �vntcrs: .
❑ VVctlnnds: acres.
F. NON-JURISDIC�IO�AL �VATERS, INCLUDING A1'ETLANDS (CHCCIL ALL THAT APPLY):
❑ If potential ��-etlnnds �rere assessed �cithin �he mvic�v nrea. these arens did not meet Ihe critcria in the 1987 Corps of 8ngineerrs
Wetland Delineation D4nnual and/or appropriate Region�l SuppleineMS.
❑ Revic��� nma included isolntcd �vaters �cith no subs-tantiul news to intersta�e (or fomign) commerce.
❑ Prior to the I,�n 2001 Suprcnre Couri decision in "SII;lA'CC;'the rtvie�v nrea �vould hnce becn regulated based so�c�v on Ihe
"Migratory Bird Rule" (\1f3R).
❑AVa�ers do not mee( �he"Significnn� Ne�us" stnndard. �vhere such n findine is required forju�isdictioo. F,spinin: .
❑ Othec (espli3in, if no[ co��ered abore): .
Provide nerea�e es�imates for non jurisdictional �caters in the reric«� area. �chere �he sole puten�ial bnsis ofjurisdiction is the A9BR
factors (i.e., presence oCmigra�op� birds, presenee ol endangered specics. use uC�cuter for irrigated �gricul�ure), using 6est professionnl
judgment (check nll thn� apply):
❑ Non-�retland �cn�crs (i.e... ri��ers, s�rcnins): lincar �iet �vidth (ft).
❑ Lakcc/ponds: acres.
❑ O�her non-�retland ���aters: nercs. List iype ul aquatic resourcr. .
❑ 11'etlands: ncres.
Provide nercaee es�imntes- for non-jurisdic�ional a�a�ers in Ihe reric�v area that do not mce� the "Sienificnnt Nesus" stmidnrd. ���hcre such
a finding is- required tor jurisdic�ion (check nll �hn� npply):
❑ Non-�cetland �saters (i.c, rivers, streams): linenr fect, ��idth (ft).
❑ Lakcc/ponds: ncrzs.
❑ O�her non-�rctlnnd ���a�ers: acrca List t}�pe ofaquatic resource: .
❑ Netlands: acres.
SGCTION R': DATA SOURCCS.
A. SUPPORTING DATA. Dat� reriewed Cor JD (checle nll thnt opplp - chceked items shall bc included in cnse filc nnd, �vhere checked
and mques�ed, approprintely refimnce sources belo�c):
� b(nps, plans, plots or pint submitted br or on behnlf of thc npplicanUconsultnnt: .
❑ Da�a sheets prepared/submitted br or on bchall of the applicnnUconsultani.
❑ Otfice concurs �vith data shee�s/delineation rcpon.
❑ Offwe does not concur ���ith da�a sheets/delinea�ion report.
❑ Dntn shcc�s prepared by thc Corps: .
❑ Corps nnvienblc �vatcrs' sludy: .
❑ U.S. Geological Survcy Hydrologic Atlas: .
❑ USGS NHD data.
❑ USGS 8 and 12 digit 1 NC maps.
� U.S. Geologicnl Surrey map(s). Cite senle �C quad name: L2d,000 - Pisgah Porest.
❑ USDA Natural Resourees Consen�a�iun Service Soil Sun�ey. Cimtion: .
❑ Nntional wetlands inveirion� mnp(s). Cite name: .
❑ Stntc/Local �vetland incentoq� ivap(s): .
❑ FE\drVFIR\�(mops: .
❑ 100-pear Fbodplain Glcra�ion is: (Netionnl Gcodcctic Verticel Da(am ot 1929)
� Photogmphs: ❑ Aerinl (Nninc ft Date): .
or � Other (Nnme �C Dnte):bridee si�e \dnrch 2012.
❑ Previous dc�cnuinafion(s). File no. nnd dnte o(response letter: .
❑ Applicable/supponing case lan�: .
❑ Applicable/suppoRingscicn�i'icliterawre: .
❑ O�her inlonuatiun (plensc specity): .
6. ADDITIONALCODIDIENTSTOSUPPOR'1'JU:

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See SMe� 7-A Fa� Index of SMefs
See Sl�ei 1-B Fa� Convenilonol Symbols
See Sl�el 7�C Por SurvE� Cantral
1342 1333
_ f K„�, �� � � . 1338:,.
a
MILLS RIVER / 134\ —
, ` o, i�t��� ..
�
!y � o' Ceme�p /
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/ L
����ac �5��?. R�ve�R�ad I � .
._ � �T� b�338. 3��0 GC �.���" J
.a �
, l , PHOJECT � � 144
� _ LOCATIOV '
� �� � 11'6S llIIBI7.1228 �
; �� - zzao ��' \
,
CP �
' �� � �� �
/��VI �V ����_, > 280
�
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j ��`V�� �°� � , _o.r,
� y - i z� o���
� - __ -� _ �i� � ��
[2 + 00.00
�'T' f�'JT'E (O�' N(�1Z�ll�I-I C�' f�I�i(O1LIl�tr�
1 �I�I�1C�i1�� �T �IIC�1�5'���YS
HE1�lDERS011t COUI�TY
LOCATIOIV: BRIDGE 1V0.164 ON SR 1338 (SOUTH MILLS RIVER ROAD)
OVER QUEEIV CREEK
0.9 MILES WEST OF JUNCTIOIV OF SR 1340
TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND STRUCTURE
�
� /� I
�� i U
i // �
- / i
io o� ----_ � � BEGIN BRICGE
-L- 57A/2+gqg5
_ s�
_-n—__
__ — _n--- _. --
_ — _
— -�s-- �-
RNER .—��s� �
SoUTHtA1LLS /sl --�
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL
BOUNDARIES
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT
CLEARING ON THIS PROJECT SHALL BE TO THE LIMITS
ESTABLISHED BY METHOD II
GRAPH7C SCALLS
50 25 0 50 100
`1�11�= -f— J
PlANS
50 25 0 50 100
�1�11 —� —
PROFILE (HORIZONTAL)
70
Y
DESIGI�' DATA
ADT 2003 = 100
ADT 2025 = 200
DHV = %
D = %
T = 6 % '
V = 35 MPH
• (TTST b% + DUAL 0°/)
FUNC CLA55 = RURAL
LOCAL
SUB-REGIONAL TIER
PROJECT LENGTH
LENG7H ROdDiI'AS' PROJF.CT I{BS I7RP.M.ft28 = 0.036 ,IIILES
LENG7f7 S7RUC7(IRE PROJECT IV6S llBP.M.R28 = O.00S,SfILES
ror.�r, cc,��crt� rno�%cr nvs nnr.��.x.zs = o.oaa ,tiu�.cs
NCDOT CoNud:
JOSHUA B.DEYTON,P.E.
L"i
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END CWlSTRUCTlOI!
D BRICGE \ �'-� �
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5950 FAINViEW ROPD, SWiE 320
CHARLOiT61tORiH LAROLRlA 2ffiIO
289 NC LILE
srcc�rrcano.cs
RIGNT OF IYAY DATE:I J�EO£Ei BECK P.E._
LETTI�\'G DATE: I MIKE HAGE, EI
Pfl0/ELI D£SIG\' E\GI.\'icw
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HYDWI ULICS ENGI�'EER
ROdD1151Y DGSIGN LNGINEER
P£
srczan�nc:
INCObiPLETE PLANS
� FOS R/v w
PRELIDIINARY PLANS
UII7SlON OF HIGHIf'AYS
ST�ITE OF NORTH CAROLINA

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2
_ 2
_ 2
2
-L- CUR✓E DATA o
PI Slo 10+59.07 PI Sta 12+q892 Pl S�a 13+09b2
�= 20'S547.5'(LTl �= 2236'33J'fRTI �_ 1408'S0.0'!Rr!
D=(/' S8' 25.4' D= 37' 36' 37.9' D= 2Z 54' 07.(Y
�=uear L=601/' L=61.77'
T= 5907' T= 30.45' T= 3/.04'
R= 3/8.78' R= 152J4' R= 2W1H'
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