20140327 Ver 1_Application_20140404

Coi•ps Submittal Covei• Sheet
Please provide the following i��fo:
I. Project Name NCDOT No. 17BP.14R.35, (Replace Bridee 92 on SR 1338 over UT Mill Creek)
2. Name of Properry Owner/Applicant: NC Departmenl of Transportation
3. Name of Consultant/Agent: N/A
*Agcnt authorization needs lo be attachcd.
4. Related/Previaus Actiai ID number(s): N/A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Mill Spriu¢
8. County: �Polk Countv
9. Lat: 35.239231 ° N Long: 82.06041° W (Approa. Project Center)
10. QuadrangleName: Fiu�eiville West (35082-B1-TM-024)
11. Waterway: UT Mill Creek (C)
12. Watershed: Broad Rivcr (HUC 03050105030)
13. Requested Action:
X Nationwide Permit # 14
General Permit #
Jiu-isdictional Determinatiou Request
Pre-Applicatioi� Request
The followiug infonnation will be cornpleted by Coips office:
AID:
Prepare File Folder Assign ��umber in ORM Begin Date
Autl�orizatiou: Section 10 Sectiou 404
Project Descriptio��/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keyw�ords:

PAT MCCRORY
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STA'I E OF NOR1'H CAROLINA
D�PAR1`MENT OF "I'RANSPORTATION
Aprl� 3, 2�14
Ms. Lori Beck�s�itli, NCDOT Regulatoiy Project M�uager
U. S. Army Corps of Engineers
I51 Patton Avenue, Room 208
Asheville, NC 28801-2714
An�TxoNV ,I. T� r�
SC.CkGI'ARS
Sul�jecL• Nationw�ide 14 Permit Application
Replace Bridge No. 92 on SR1338 (I Iorne Road) over UT to Mill Creek witli
Aluminized Corrugated Steel Pipe Arclics
Yolk County, North Caroliva
WI3S �lemeut No. 17BP14.R.35 (DWQ Minm• Per�uit ree �240.00)
Dear Ms. Beckwith:
The Nortli Carolina Departinent of Transportation (NCDOT) is proposing to replace the su�ject
briclge. The existiug 22' W� 21' L timber bridge needs to be replaced due to deterioration aud
iiisufficient ���idfli. The pioposed replacement stractures will be 2« 117" s 79" ��}5' L
Aluminized Corragated Steel Pipe Arches (CSPA) on a 90 de�•ee skew. The bridge will be
closed for the dui�ation of the project �nd an off-site detom� will bc used during consh•uction.
I am enclosing a PCN application, Rapanos Jurisdictional form, EEP Mitigation Acceptance
Letter, SHPO forms, plan sheets showing the proposed work, a inarked couuty map, a USGS
quaci ivap �nd photograpl�s.
The Nortli Carolina Natural Heritage Database lists 16 species ���ith federal statas tl�at at•e known
from Polk County fi�om either historic or current records. Two species, dwarf-flo�vered hc�rtleaf
(He.a�aslylis nmiiJlorn) and white irisette (Sis}n•inchiunt tlicltotonrrun), are listed as tlueatened and
endangered, respectively. The nearest listed species record is about 49 miles fi�om the bridge
site. The generallaudscape in tl�c project area is a mosaic of forest �nd fields. Tl�e immediate
vicinity of the bridge is primarily deciduous forest. The soil type at the project site is Chewacla
aud the elevation is approsunately 840 feet.
DwarY-flo�vered heartleaf habitat is cl�aracterizect by the USFWS as "acidic soils along bluffs and
adjacent slopes, in boggy areas next to streams and creek l�eads, and along the slopes of nearby
liillsides and i•avines." The dwarf-flowered heartleaf appears to prefer sandy soils aud is typicall}�
fouud on P�colet or Nladison gravell}� saudy loam or Musella fine sandy loam. There is some
�uarginal habitat for the d��varf-Ilo��vered heartleaf along tl�e streaui terr�ce. Ho�vever, tl�e soil at
�ourteenlh Dicision 011ice
Telephone: (823) SS6Q 141 253 1Vebster Road, Sylva, Nor�h Carolina 2R779 Fa�: (823) Sft6-40d3

Bridge No. 92 — Polk County P�ge 2 April 3, 2014
the project is Cliewacl�, wl�ich is not a preferred soil. Iu addition, an onsite swvey ���as
couducted on March 27, 2014 along t�c proposed conshvction area/disturbance limits aud uo
dwarf-flowered heartleaf plauts were observed.
Accordiug to the U.S. Fish aud Wildlife Seivice (USP'WS), white irisette is fonnd on
"mid-elevation slopes, characterizecl by open, dry to moderate-nioisture oak-hickory forests.
White irisette usually grows in shallow soils ou regularly disturbed sites (such as woodlaud edges
and roadsides) aud over rocky, steep terrain." Soils �Iso tend to be basic to ueutral. Soils at the
project site have greater moisture and aciditp thau those cl�s�acteristic of��vhite irisette habitat.
Additioi�ally, the elevation is siguiticautl}� lower than known white irisette sites. Habitat for the
white irisette appears lacking at the bridge site. In addition, an onsite suivey ��vas conducted on
Marcl� 27, 2014 aloug the pioposed constraction area/disturbauce limits aud no wliite irisette
plants were obseived.
The project is liiuited in scope and habitat appea�s to be lacking at tl�e project site for listed
species. No listed species �>>ere observed during the Yield scoping meeting or the subsequeiit site
visit conducted on March 27, 2014. For these reasons and those listed abovc, we reconnnend a
"uo effect" deteemination for federally tln�eateued and endangered species.
Tl�is project was revie���ed by NCDOT's Humau Eirviro�unent Unit in 2012 for potential effects
to historic �rchitechu•e and archaeology. It was determined that uo sutroey �>>�s required for
historic architectiire. A survey ��vas conducted for arcl�aeology witli a determination of "no
effecP' (see attached forms).
NCDOT best management practices will be used to minimize aud conh�ol erosion and
sedimentation ou this projecL The coustruction foreman will revie��� all erosion eontrol measares
d�ily to ensure erosion aud scdiineutation are being controlled efYectively. If the devices are not
fuuctioning as intended, they ���ill be replaced inuuediatcly with better devices.
Imp�cts to Waters of tlie United States
The unnanied tributairy to Mill Creek (DWR Class: C) is slio�vu on the USGS topographic map
(Fiugerville West Quad) as a perennial slream. The chaiwel is well defined and is approsimately
6 to 7 feet in width. The stream has sufYicient flo�a� to sapport fish and other aquatic life. The
sh•eain flo�vs downsti•eam froiu the bridge aboiit 220 feet to Mill Creek, wl�ich in turu flo��vs east
lor approsimately 3.5 miles to White Oak Creek. Wl�ite Oak Creek continues east for
approaimately 3 miles to its caifluence with the Green River. The Green River then flows
approximately 1.8 miles to the Broad River. The Broad River meets the defiuition of a
'I'r�ditional Navigable Water. Foi• tliesc reasons, �ve Uelieve Mill Creek is a Relatively Peimauent
Water aud is under the jurisdiction of the U.S. Army Corps of Engincers, In order to constract
the project, it will be necessary to impact ��vaters of the United States in lhe Broad River Basin
(HUC 03050105). Specifically, NCDOT is re�uestiug to replace Bridge No92 ��vitl� 2
�luminized CSPA's. Listed below is � summaty of the proposed imp�cts.
Sitc No. ���stiug Condition Proposed Conditiou Net
St�timi Im ��cts

Bridge No. 92 — Polk Coimty Page 2 April 3, 2014
22' W a 21' L �« I 17" � 79" x 45' Aluminized
Site 1 Tiuiber Bridge Corrugated Steel Pipe Arcltes 45'
(CSPA)
Site 2 Pree flowing stream Impe�vious Dike aud Flow Diversion 160'
Site 3 Pi•ee Ylowing streaiu Constructed Floodplain Beuches aud � 00'
place Rip Ra � Bank Stabiliz�tion
Total Peruianent Sh�eam lu�pact for Cuh�crt 45'
Total Permaiient Sh•eaiu impact for I'loodplain Bencl�es and I3aiilc St�bilization 100'
Total Tempm�a�y Sh•eam Impact fm• Tmpervious Dilce and F'low Diversion 160'
Permits Requested
NCDOT is hereb}� requesting �uthorization uuder Section 404 of tl�e Clean Water Act to proceed
witli tlic cousU•uction project oiitlined above. By copy of tliis letter, I am asking Ms. Marla
Cl�ambers, Western NCDOT Revie��� Coordinator, of the North Caroliva Wildlife Resources
Commission (NCWRC) to conuuent directly to you concerning tl�c �104 Natiom��ide Pcrmit
requcst.
I am also requestiug �uthorization uncler Section 401 of the Cle�u Water Act ti•om the Nordi
Clrolina Deparllnent of rm�iroimiei�t and Natural Resources (D�NR), Division of Water
Resources (DWR). Li addition, I am asking Ms. Marla Chauibers aud Mr. Beii DeWit, Roadside
Eilviroumeutal Field Operations �ngineer (NCDOT), to comment direcdy to me concerniug tliis
permit request.
If you have any questions or nee<l additional information, ple�se contact Mr. .losli De}�tou at
[phone] or me at [phone]. Your early review and consideration will be gre�tly
apprcci�ted.
Sincerely,
���,l�,/, f� , f�.�
Mark S. Davis
Division 14 Environmental Program Supervisor
�nclosures
cc: Ms. Auiy Chapman, Division of Water Resources — D�NR, Raleigh
Mr. Kevin Barnett, Division of Water Resources — DENR, Asheville
Mr. Jason Mays, Biologist, US Pisli and Wildlife Service, Asheville
Ms. Marla Chambers, Western NCDOT Revie��� CoordinTtor, NCWRC, Albemarle
Mr. Josh De}rton, PE, Division 14 Bridge Managemenl �ngineer, NCDOT, Brysou City
Mr. Ben DeWit, EI, Roadside Environmental Field Operations Engiueer, NCDOT

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O�ce Use Only:
Corps action ID no.
DWQ project no.
Fonn Version 1.3 Dec 10 2008
Pre-Consh�uction Notification PCN Form
A. A > >licaut Iufo�•mation
1. Processing
1a. Type(s) of approval sought from lhe
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number. 14 or General Pennit (GP) number.
1c. Has the NWP or GP number been verified by lhe Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certifcation — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for lhe record For the record only for DWQ 401 For the record only for Corps Permit
because wrilten approval is not required? Certification:
❑ Yes � No ❑ Yes � No
tf. Is payment into a mitigation bank or in-lieu fee program proposed for miligation � Yes ❑ No
of impacts? If so, altach the acceptance letter from mitigation bank or in-lieu
fee program. NCEEP
1 g. Is the project located in any of NC's lwenly coastal counlies. If yes, answer 1 h ❑ Yes � No
below.
1h. Is lhe project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 92 on SR 1338 (Horne Road) over UT lo Mill Creek
2b. Counly: Polk
2c. Nearest municipality / town: Mill Spring
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State 176P.14R.35
Project No:
3. Owner Inforrnation
3a. Narne(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Mark Davis; Division 14 Environmental Supervisor
applicable):
3d. Street address: 253 Webster Rd.
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 528-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: [e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant hifonnation (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: N/A
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Ac�ent/Consultant Information (if applicable)
5a. Name: N/A
5b. Business name
(if applicable):
5c. SUeet address:
5d. Ciry, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in deciinal degrees): Latilude: 3523923 Longitude: - 82.06041
(DD.DDODDD) (-DD.DDDDDD)
1 c. Property size: N/A acres
2. Surface Waters
2a. Narne of nearest body of water (stream, river, etc.) to UT to Mill Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: DWR Class: C
2c. River basin: Broad River (HUC 03050105)
3. Project Description
3a. Descrihe lhe existing conditions on the site and the general land use in lhe vicinity of ihe project at the time of lhis
application:
The surrounding vegetation is prirnarily forested with open tields and sorne single family residences.
3b. List the total estimated acreage of all exisling wetlands on lhe property:
N/A
3a List lhe tolal estimated linear feet of all existing streams (intermittent and perennial) on lhe properly:
65
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally obsolete tirnber bridge.
3e. Describe the overall project in detail, including lhe type of equipment to be used:
Erosion and sedimenlation control measures will be installed. An irnpervious dike and pipe or other temporary structures
will be used as needed to divert flow around the work area. The existing bridge will be removed. Existing stream bed
material under the bridge will be excavated and stockpiled. The new dual-barrel culvert will be installed and stockpiled
bed material will be replaced in the base flow culvert. Track hoes, dump trucks, small cranes, water puinps, diversion
pipe, and various hand tools will be used to accomplish the work. Stream banks both upslream and downstream of the
new culvert will be rebuilt (benches) and stabilized wilh filter fabric, rip rap, and coir fiber matting. All dislurbed areas will
be permanently stabilized prior to reinoval of erosion and sediment control measures.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream deterrninations by the
Corps or State been reyuested or obtained for this property /
ro ect includin all rior hases in the ast? ❑ Yes � No ❑ Unknown
P 1 C 9 P P ) p
Comments:
4b. If the Corps made the jurisdictional determinalion, what lype
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Olher: N/A
4d. If yes, list lhe dales of the Corps jurisdictional determinations or Stale determinations and attach documentation.
N/A
5. Project History
5a. Have permits or certi(ications been requested or oblained for � Yes � No ❑ Unknown
this project (including all prior phases) in lhe past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased projecl? ❑ Yes � No
6b. If yes, explain.
N/A
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposedlmpactslnventory
1. Impacts Summary
1 a. Which sections were coinpleted below for your project (check all that apply):
❑ Wetlands � Slreams - iribularies ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Welland Impacts
If there are wetland impacts proposed on the site, then complete this question for each welland area impacled.
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 ora T
W1 ❑ P❑ T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
W2 � P 0 T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Tofnl �vetinnd impncts N/A
2h. Comments: N/A
3. Stream Impacts
If lhere are perennial or intermiltent stream impacts (including temporary impacts) proposed on the site, then complete lhis
question for all stream sites iinpacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermiltent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P� T Culvert Installation UT Mill Creek � PER � Corps 6- 7 45
❑ INT ❑ DWQ
S2 ❑ P� T Flow Diversion UT Mill Creek � PER � Corps 6- 7 160
❑ INT ❑ DWQ
S3 � P❑ T Bank Stabilizalion UT Mill Creek � PER � Corps 6- 7 100
❑ INT ❑ DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total PermnnentSh•eam and Tributary Impacts—Culvert dY
Total Permnnent Sh�eam Lnpacts for Floodplain Benches ancl f3�nlc Stnbilizatia� 100'
Totnl Temporary Stream Impacfs fm• Impervious Dilce aud C'low Divcrsion 160'
3i. Commenls:
Page 5 of 11
PCN Form — Version 1.3 December 10. 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, esluaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. lhen individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of walerbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem orar T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4C Tot�l open �ti•ater impacts
4g. Commen(s: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, lhen com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of 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
SC Totnl
5g. Cominents: 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 consiruction: N/A
6. Buffer Impacts (for DWQ)
If project will irnpact a protected riparian buffer, then complete the chart below. If yes, ihen individually list all buffer impacls
below. If an im acts require mili ation, then ou MUST fill out Seclion D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other: N/A
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer iinpact
number — Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem orar T im act re uired?
B1 ❑ P � T N/A N/A ❑ Nos N/A N/A
62 ❑P❑T ❑Yes
❑ No
63 ❑P❑T ❑Yes
❑ No
6h. Tofnl b�dfcr impncts
6i. Comments: N/A
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Miti�ation
1. Avoidance and Minimization
1a. Specifically describe ineasures taken to avoid or minimize the proposed impacts in designing project.
Headwalls will be used to minimize ihe permanent impacts from culvert length. Culverts with silis will be istalled below the
streambed elevation (as bedrock permits) to help maintain aquatic passage. Existing stream bed material will be replaced in
the base Flow culvert to maintain aquatic habitat. Floodplain benches will be constructed upsUeam and downstream of lhe
culvert to help maintain channel geomelry/stability.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction will be done in the dry by diverting the stream0ow around the construction area; therefore minimizing
downslream sedimentation. BMP and erosion controls will incorporate requirements of NCDOT Individual NPDES Permit No.
NCS 000250 and the NCDENR NCG010000.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigafion for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the Slate?
26. If yes, initigation is required by (check all ihat apply): ❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? � Payment to in-lieu fee program (NCEEP)
❑ Permiltee Responsible Mitigation
3. Complete if Usiny a Miti�ation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits 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: 45 linear feet
4c. If using sUeam mitigation, stream temperature: ❑ warm � cool ❑cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian welland mitigation requested: N/A acres
4f. Non-riparian weUand mitigalion requested: N/A acres
4g. Coastal (lidal) wetland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
Sa. If using a permillee responsible miligation plan, provide a descriplion of the proposed mitigation plan.
N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Rec�ulated 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 the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate lhe
amount of mitigation required.
6c. 6d. 6e.
Zonc Reason for impact Total impact Multiplier Required mitigation
(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:
6g. If buffer mitigation is required, discuss whal type of miligation is proposed (e.g., payment to private mitigafion bank,
pennittee responsible riparian buffer restoration, payinent into an approved in-lieu fee fund).
N/A
6h. Comments: N/A
Page 8 of 11
PCN Form — Version 1.3 Decernber 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is il adjacent to protected riparian buffers idenli(ied � Yes � No
wilhin one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan inclucied? If no, explain why.
Comments: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project reyuire a Stormwater Management Plan? � Yes ❑ No
2c. If lhis project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, lhen provide a brief, narrative description of the plan:
Project is covered by Individual NPDES Permit No. NCS000250.
❑ Certified Local Govemment
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local govemmenPs jurisdiction is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stonnwater management programs ❑ NSW
apply (check all lhat apply): ❑ USMP
❑ Water Supply Watershed
❑ Olher:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stonnwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Olher:
4b. Has the approved Stormwater Manageinent Plan with proof of approval been
altached? ❑ 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 submiltal requirements been rnel? ❑ Yes ❑ No
Page 9 of 11
PCN Fonn — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Docwnentation (DWQ Requirement)
1a. Does ihe project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant lo the requirements of the National or State ❑ Yes � No
(North Carolina) Environmen(al Policy Act (NEPAlSEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by lhe
State Clearing House? (If so, attach 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), Isola(ed
WeUand Rules (15A NCAC 2H .1300), DWQ Surtace Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of lhe above questions, provide an explanation of lhe violation(s):
3. Cumulative Impacts (DWQ Reyuirement)
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" lo lhe above, submit a yualitative 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 the replacement of an exisling bridge on a NCDOT road in a rural residenlial area. No upgrades or
widening of the road is anticipated at this time; therefore, the project would not be expected to result in any siginificant
secondary or cumulative impact.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
lhe proposed project, or available capacily of the subject facilily.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Desic�nated Critical Habitat (Corps Requirement)
Sa. Will lhis project occur in or near an area wilh federally protected species or � Yes � No
habital?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to deterinine whether your site would impact Endangered Species or Designated Critical
Habitat?
According to Natural Heritage Program data, there is no critical habitat at the site and the nearest known federally listed
species is over four miles away. On March 27, 2014 a survey of the proposed work area was conducled; habitat for
dwarf heartleaf or while iriselle appears lacking in the area and plants were not observed.
6. Essential Fish 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 site would irnpact Essential Fish Habitat?
NOAA sources. There are no marine or estuarine habitats located in the Piedinont Physiographic Province.
7. Historic or Prehistoric Cultural Resources (Corps Reyuirement)
7a. Will lhis project occur in or near an area that the state, federal or Uibal
governments have designated as having historic or ailtural preservation � yes � No
stalus (e.g., National Historic Trust designalion or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to delermine whether your site would impact historic or archeological resources?
The project was reviewed by NCDOT's Human Environment Unit in 2012. It was determined ihat no survey was required
for historic architecture. A survey was conducted for archaeology with a deterrnination of no effect (see attached fonns).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year (loodplain? ❑ Yes � No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make lhe floodplain determination? NC Floodplain Mappiny Program
Mark S. Davis
Division 14 �nvironmental Supervisor �� ��/ t -3 -�/f
ApplicanUAgenPs Signature Date
AppllCanUAgenPs Pflnted NBme (AgeN's signaWre is valid only if an authorization letter from the
applicant is provided.)
Page 11 of 11
PCN Fann - Version 1.3 December 10, 2008 Version

Bridge No. 92 on SR 1338 (Horne Road) over UT Mill Creek
Poll< County, North Carolina
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Bridge 92 on SR 1338 (Horne Road)
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Nalionwide 14 Permit Application
Replace Bridge 92 on SR1338 over UT Mill Creek
Polk County, NC
WBS Element No. 17BP.14.R.35
NCDOT - Statewide Bridge Replacement Project, Bridge Site 740092
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�e
r
ii �� � ��S��t�, ��
� � �� PdAk 2 5 201�+
North Carolina Department of Environment and Natural Resources
Pat McCrory Michael Ellison, Director John E�Va�rf���i��f •���
Governor Ecosystem Enhancement Program Secretary
Mr. Mark S. Davis
NCDOT Division 14 Environmental Supervisor
North Carolina Department ofTransportation
253 WeUs[erRoad
Sylva, North Carolina 28779
Dear Mr. Da��is:
March 25, 2014
SuUjecl• EEP Mitigation Acceptance Letter:
Division 14 Projecl, Replace Bridge 92 over Mill Creek on SR 1335, Polk County; MBS
Element 17BP.14.R35
TLe purpose of diis letter is to notify you tliat the Ecosystem Enhancement Program (BGP) will provide the
compensatop� stream mitiga[ion for Ihe subject project. B�sed on the u�Conuation received on Maroh 19, 2014, the
unpacts are located in CU 03050105 of �he Broad River basiu u� Ihe Southem Piedmon[ (SP) Lco-Region, a��d azc as
follows:
Broad Stream \Vetlands Buffer (Sq. Pt.)
03050105 Non- Coastal
SP Cold Coo] \yam� Riparian ����_�an Marsh Zo�e I Zone 2
Impacls (feeUacres) 0 45.0 0 0 0 0 0 0
This impac� aod associ2ted initigation need �vere imder projected by the NCDOT ui the 2014 uvpact da�a. EEP
�vill commit [o impleme�t suflicient compensatory slream mitigation credits to offse[ tlie uupacts associated wilh this
project as detem�ined by the regulatory agencies using the delivery fuueln�e lis[ed in Section P3.c.iii of the N.C.
Department of Enviroiunent a�id Nahiral Resources' Ecosystem Enl�ancement Pro�ram In-Lieu Pee L�stmmei�t daled
July 28, 2010. If the above referenced impact amounts are cevised, �hen [his mitigation acceptavice letter will oo longer
be valid and a new mitigation acceptance letter will be required from EF.P.
If you have any questions or need additional infomiation, plense contact Ms. Beth Harn�on at 919-707-5420.
Sincerely,
I ) � ��. . ^i ,
�, �,�n..-k_�J.. ' ���1�.�.�L���..
'�i� i
�
Jam�s;B. Stanfill
EEP Asset Management Supervisor
cc: D4s. Lori Becl.�vi[h; USACE — i\sheville Regulatoq� Field Office
Mr. Josh Deyto�, P.B, NCDOT — Division 14 Bridge Program Engineer
Ms. L'uida Fitzpatrick, NCDOT — PDEA
File: SR 1338 — Brid�e 92 — Division 14
1652 A1ail Service CeNer, Raleigh, Nodh Cawlina 27699�1652
Pnone:913-707-897611nlemeC vn�nv.ncdencgov
An Equal p,�ur��nity 1 AfiuRa'✓� a Ac�7n Emp:oyxr -! laie In F� hY �n➢�led paper

ni>��ROV�u �ua�s�icT�on�i, ncTeanu��Tion roani
U.S. Army Cm�ps oP Cngineers
This form should be completed by 1'ollu�ving the instnic[ions provided in Sectioo IV of the 1D I'orm Ins�ruclional Guidebook.
SECTION I: BACI<GROUNU INFORINATIOY
A. REPORT CO�I PLETION DA'PE POR APPROYCD JURISDICTIONAL DCTERDllNATION (JD):
I3. DIS'I'RICT ORFICE, FILE NADIE, AND NUI116ER:
C. PROJEC7' LOCATIOY AND BACKGROUND I�!'ORNATION: I3ridge 92 on SR 1338 over U"I' Mill Creek
Stnle:NC County/parisli/borough: Polk City: Mill Spring
Center coordinates of site (In[/long in degrze decimal fonnat): LaL 35.239185° N, Long. -82.06041° �V.
Universal Transverse blcrcntor:
Name of ncnres� �caterbody: Mill Creek t�/%
Name ofncnres� Trnditionnl Nnvignble �Vater (TN\V) Into �vhich thc nqaatic rosource Ilo�vs: Broad River
Name of ���a�crshed or Hydrologic Uni[ Code (HUC): 03050105030010
� Chcek if map/diagrnm of revie�v t�rea and/or potcntinl I��risdic�ional nrns is/arc avnilablc upon rcqucs[.
❑ Check if other sites (e.g., otl'site mi�igation sites, disposal si�es, ete...) nre associnted �vith this action nnd are recorded on a
diReront 1D 1'o�m.
D. RCVIC�V PERP'ORDIED FOR SITC EVALUATION (CHECIC ALL'PHAT APPLI'):
� Oftice(Desk)Determination. Datz:08/13/12
� Field Determination. Dale(s): 12/2/I I
SPCTION IL• SU\IDIAR]' OP RINDINCS
A. IiHA SECTION 10 DF.TF.R\IINATION OF JURISDICTION.
Thecz Are no "nnvignb(e }vn(ers o% U�e U.S." �ri�hin Rivers and Hnrbors Act (RHA) jurisdiclion (as detincd by 33 CPR part 329) in thc
revic�v nrea [Xequirer(J
❑ Walers subjcct to the ebb nnd Flo�v of the tida.
❑ Nafer arc przsently used, or have been used in the past, or mny be sasecptible tor use ro transport interstate or foreign commerce.
F;�plain: .
I3. C�VA SECTION 404 DETER\IIYATION O!' JURISDICTION.
'I�here Are `Srnters oJ dre US." �vilhin Clenn �Vater Acl (C\VA)jurisdiction (as de�ned by 33 CFR part 328) in the avie�v areu. [Reqr�iredJ
1. R'nters ofihc U.S.
n. Indicate presence of wnters of U.S. in revie�r m�en (chect< nll tliat npply): �
❑ "IN\Vs, including territorial seas
❑ AVetlands adjaceill to TNVVs
� Rclntivcly permanent «�aters' QZPNs) Ihat tlo�c directly or indirectly into TNNs
❑ Non-IiPVVs ihat Ilo�a direclly or indircctl}� into'IN\Vs
❑ \Vetlands dirzctly abuuing RP\\'s �ha� Flo�a directly or indirectly into "ITl\Vs
❑ AVetlands adjncent to but not directly nbutting RPVVs Ihat [lo�s directly or indireclly into TNNs
❑ 1Vetlands ndjflcent to non-RPWs thal tlo�v dircctly or indircctly into "I'V Ws
❑ Impoundments ol'jurisdictional �rnters
❑ Isolated (interstate or intras�ale) wn[ers, including isolated weUands
b. Identify (estimnte) size of wnters oCthe U.S. in the review nren:
Non-�cetland �vaters: 175 linear feeC 6-7 �vidth (ft) and/or acres.
\Vetlands: 0.0 acrts.
c. Limits (bow�dm�ics) o(jurisdiction based on: Established by OH\VAt.
F,leration of establislied OH\Vbl (if laio�vn): .
2. Non-regulnfed wntersAvetlnnds (check if applicnble):3
❑ Potentinllyjurisdictionnl �viller, and/or �vellands �vere assessed ��°i[hin the revie�r area and determined to be no[jurisdictionnl.
F.splain: .
� Ro�es checked bzlow sholl be suppotled by comple�ing lhe appropeiare seclions in Section 111 belo�v.
' Por purposes of Ihis form, an RP\V is detined as a Iribulary Ih�t is nof n"f N\V and Iha� 1}picnlly Flotis }'earvrounA or has continuous Flo�c nt least "sensonnlly"
(c.g., t}°pically3 monlhs).
' Supportine documeNa�ian is presented in Sectiun III.F.

SECTION III: CR'A ANALl'SIS
A. TNR's AND \VCTLANDS ADJACEN'P TO TN\Vs
The ngencies will nsscrt jurisdiction over TMVs nnd wetlnnds ndjncent to TM5's. If the nquntic resom�ce is n TN\\', complete
Sectimi III.A.1 nnd Section IILD.1. only; if the nquntic resomre is n wetland ndjncent to a"PN�V, complete Secfions III.A.I ond 2
nnd Section III.D.I.; otherwise, see Section III.[3 below.
1. TNN
Identify TN\V:
Summarize rationale supporting determination:
2. �VetlanA adjncent to TN\V
Summarize rationale supporting eonclusion that wetland is "ecl,l�t�ent':
6. CHARACTERISTICS OF'TRIBUTARY (THAT IS NOT A TN�\') AND ITS ADJACCNT \1'CTLANDS (IF ANl'):
This section summnrizes inPormntion regnrding charneferistics o(the tributar}� and its adjncent �vetlands, iP�ny, and it helps
determine whether or nat the sfnndnrds Cor jurisdictim� estnblished �mder Rapnimshnve been met.
Thc ngencies will assert jurisdiction over non-nm�igable tribufnries of'I'NNs �rhere the tributaries m�e "relatirely permnnent
waters" (RP�Vs), i.e. tribufnrics thnt typically Flo�v year-row�d m� have continuous Oow at lenst sensonnlly (e.g., typicnlly 3
months). A wetlm�d thnt directly abuts nn RP�V is nlso jurisdictionnl. IPthc nquntic resow�ce is not n TN�V, but hns ye�r-round
(perenninl) ilon•, skip fo Section IILD1. If the nquntic resource is n wetlnnd directl}� nbufting n tributaiy with perenninl ilow,
sl<ip to Section III.DA.
A�retlnnd thnt is adjncent to but thnt does nof directly nbut nn RP�1' requires n signifcant nesus evnluation. Corps districts nnd
EPA regim�s will include in the reca�d nny available inCormntion thnt doeumenis the esistence of n significnnt nenis behveen n
rel�tively permnnent iributnry ihnt is not perenninl (nnd its ndjncent wetlnnds if nny) nnd n trndifionnl nm•ignble watcr, even
though n significnn[ necus finding is not required ns m m�tter of Inw.
If the wnterbod}a is not nn RP11', or n wetlnnd directly nbutfing nn RP�V, n JD will requirc additionnl dntn fo determine if tl�e
waterbody hns n significnnt nexus with a TNR'. If the tributnry hns ndjncent wetlmids, the significant ne�us evnluation must
consider the tributnry in combinnfion with nll of its adjacent �retlands. This significnnt ne�us evnluation thnt combines, Pm�
anniyticnl pm�poses, tl�e h�ibut:�ry and nll of its ndjncent wetlnnds is usecl whc�hcr thc review nren identified in the JD request is
thc h�ibutary, or its ndjncent �veHnnds, or both. If �he JD covers a h�ibutary �rith adjacent wetlands, complete Section III.B.1 for
the trib�rtnry, Section III.6.2 Por nny onsite wetinnds, nnd Sectim� III.6.3 for nll wetlnnds ndjncent to thnt tributnry, both onsitc
nnd offsifc. The determination whether n significnnf nezus eaists is determined in Section IILC below.
l. Chnrneteristics of non-TNR's th�t ilow direeHy or indirectly into TN�V
(i) General Aren Cmidifions:
R'atershed size: Piel< Lisl
Drainage area: Pick Lisl
Aver�gennnualrninfall: inches
Average annual sno�vlall: inches
(ii) Piq�sical Chm�ncteristics:
(a) Relntionship �vitli TN\V:
❑ Tributaq� Ilo�vs dircc[Ir into "I'N1V.
❑ Tributary Flows through Pick List tributaries betore enterine TN\V.
Project �s°nten are Pick Lisf rivcr miles t�om "IN\V.
Projzcl �+'atzrs are Pick List river miles from RP\V.
Projcct �vatcrs nre Pick List aerial (straight) miles tiom TNVV.
Projzct �rntcrs nre Pick Lisf aerial (straighi) miles tiom RP\V.
Project �vntzrs cross or serve as s�ate boundnries. P,zpinin:
Idcntify flo�v route to "IN\Vs:
Tributaq� strcnm order, if knu�vn:
' Note thnt the Instmctional GuidebooA contains adAi�ionnl infommtion re��rAine s�cales, di�ches, «ashes, and erosional (e.tlures generally mid in Ihe arid
\1'est.
` Flow routz can be described by iden�ifyino, e.e., tributary n, �vhich flo�cs through [he reviea� nrea, [o Flo�r in[o [ribu�nry b, �chich �hen Flo�cs in�o TN\V.

(b) General Tributarv Characteristics (check nll thnt nuolvl:
'I'ributm�y is: ❑ Nalural
❑ Aniticinl (mnn-mnde). F�pinin:
❑ Manipuliried (man-altered). hapinin:
Tributnry properlies �sith respec� to top of bnnk (estimate):
Arerage �vidth: leel
Avcraga depth: Icc[
Avernge side slopes: Pick List.
Primary tributap� substra�e composilion (check all thnt apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravcl ❑ �4uck
❑ E3cdrock ❑ Vcgetation. Trpc/%cover:
❑ Othcc 8xplain: .
Tribulary condition/s�abiliq� [e.g., highly zroding, sloughing banks]. Expfain:
Presence oCrw�/ri(Ile/pool complexes. Gsplain: .
Tributaq� geometq�: Pick List
Tributaq° grndicnl (approxiinatc nveragc slopc): %
(c) Flo���:
Tributaq� provides for: Pick List
Estim�tc avcrngc numbcr of flo��� cvcn�s in rcvicw ama/year. Pick List
Describe Flo��� rzgime: .
Other information on dura�ion anA rolume: .
Surf:�ce flow is: Pick Lisf. Chnracteristics:
Subsurfacc Ilo�v: Pick LisL Explain tinAings:
❑ Dyc (or othcr) tcst performcd: .
Tri6Wary has (check nIL �hat npply):
❑ Bed and 6anks
❑ OHR'\db (check all indicators thnl npply):
❑ clear, natural line impressed on the bank
❑ changes in the character of soil
❑ sheh ing
❑ vcgctatiom m�ttcd do�vn, ben[, or nbscnt
❑ lenf Iilter disturbed or ���ashed awny
❑ sediment deposition
❑ �vatcr staining
❑ otlier (IisQ:
❑ Discontinuous OH�V�4.' Expinin:
■
■
■
■
■
■
■
tliz presence of litter and debris
destruction ofterreslrial veee�a�ion
lhe przsence of wrnck linc
sediment sorting
scour
nnd�iple observed or predicted �lo�c evems
abrupt change in plant community
IC I'actors othzr than the OHNM ���ere used io delermine Internl extent oiC\VAjurisdic�ion (check nll Ihnt npply):
❑ High Tide Line indic�lled by: ❑ Mean I lieh VVnter M�rk indicated by:
❑ oil or scum line along shore objcc�s ❑ surrey to availt�ble dntum;
❑ fine shell or debris deposits (forzshore) ❑ physieal markings;
❑ physical markings/characteristics ❑ veget�tion lines/chnngcs in regetalion q�pes.
❑ lidal gnuges
❑ other(list):
(iii) Chemicnl Chnrneteristics:
Characterize tributaq- (a.g., �cater color is clear, discolored, oily film; wn�er qualiq�; general aatershed characteristics, ete.).
Gtplain:
Identify speeitic pollutnnis, if known: .
`A nntuml or mnn-inade discoNinui�}� in the Oli\VNI does na� necessaril}� severjurisdiction (z.e., �chere the stream temporarily Flons underground. or wherc
Ihe OH\VM has 6ctn removed by developnrent or agriculluml p�actices). R'here [here is a breaA in �he Of IIVM thal is unmlaled tu lhe �ca�erbody's Flo�c
�egi�ne (c.g.. Ilo�r ovcr n rock outcrop or Ihrouel� n culvcrQ, �hc n�cncics �cill look liv indicalors of ilo�c nbove and belo�c the bczuk.
'IbiA.

(iv) Biologicnl Clinrseteristics. Cl�nnnel suppm�ts (cl�ecic oll that apply):
❑ Riparian corridor. Characleris(ics (type, average �vidth): .
❑ \l'etland fringe. Characteristics: .
❑ Habitat for:
❑ Pcdernlly ListeA species Explain findings: .
❑ Pish/spmsn nrens. Bxpinin tindings: .
❑ Other environnrenlally-sensitive spzcizs. F,splain tindings:
❑ Aquntic/���ildlife diversity. t;�plain tindings: .
2. Chnrncferistics of wetlnnds adjncent fo nmi-TMV thnt ilow directly or indirectly into'PN\1'
(i) Physicnl Chnrncfcristics:
(�) Genernl VVctland Chnmcteristics:
Properties:
Nelland size: ncres
\Vetland q�pe. F.xplain: .
�Vetland quali�y. Esplain: .
Projcct �vetlands cross or serrc ns stntc boundarics. Bsplain:
(b) Genernl Plow Rclntionship �rith Non=INVV:
Flo�v is: Pick List. Esplain: .
Surfnce flo«� is: Pick Lisf
Chnracteris[ics:
Subsud��ce tlo�r: Pick List. Bxplain lindings:
❑ Dye (or other) test performed: .
(c) AVe�land Adiacenc�� Determina�ion with Non-"CNVV:
❑ Directly abu[ting
❑ i�bl diretU}' abirtting
❑ Discrete �retland hydrologic cunnectiun. Esplain:
❑ Bcological wnncction. Hxpinin: .
❑ Sepnrated by berm/barrier. Esplein: .
(d) Prosiinih� (Rclnlionship) to lNVV
Project �vetlands are Pick List river miles from'I'NVA'.
Project �vaters are Pick List aerial (straighQ miles Gom TN\V.
Plow is from: Pick Lisf.
Estimate appro�ima�e loca�ion oC�retland as �vithin the Pick List floodpinin.
(ii) Chemicnl Chm�nctcristics:
Chamc�erize ���etlnnd sr+tem (e.g., water color is clenr, bro�vn, oil tilm on surtace; water quality; general ���atershed
chamcteris�ics; e�c.). 8xplain: .
Iden�iFy specific pollutants, if la�o���n: .
(iii) Biologicnl Chnrncteristics. �VeUnnd supporfs (cliecle nll th�t apply):
❑ 2ipnrinn butfac Chnrnctcristics (typc, nverngc �vid�h): .
❑ Vcgetation type/percent corce B�plain: .
❑ I Inbi[at for:
❑ Federally Listed species. Esplain tinAings: .
❑ �isldspa�en arc�s. Explain findings: .
❑ Otlier enviconmentally-sensitive spccics. Glplain lindings:
❑ Aquntichvildlife diversity. Esplain findings: .
3. Chnrncteristics of nll wetlnnds ndjncent to tl�e tributnry (if nny)
All �vc[land(s) bcing considercd in �hc cunmintivc analysis: Pick List
Approximn�ely ( ) acres in tolal are being considerzd in the cunuda�ive analysis.

Cor cach ���ctlnnd, specify Ihe follo�ving:
Directly nbuts? (Y/N1 Size (in aeres) Directly abuls? (YM1 Size (in acresl
Sunmmrize overnll biologicnl, chemical and physicnl tunetions being perfornred: .
C. SIGNICICANT NGYUS DF,TERAIINATION
A significmrt nesus analysis ���ill assess the Oow chnrncteristics nnd (unefions of t6e tributnry itsel(�nd the funetions perPormed
bp nny o'etlands adj�cent to ihe tributnry to dctcrmine i( they significnntly nffect the chemicnl, physical, and biologicnl integrity
of n T\�V. �or each of t6e following situntious, n significant ne�us exists if the tributnry, in combination �vith nll of its ndjncent
�setlnnds, has iuore thnn n speculntive a� insubstantinl ef(ect on the cliemical, physicnl nnd/or biologicnl inlegrity of a TN\V.
Considerntions when evnhinting significant ne�us include, but nre not limited ta the volume, durntimi, nnd frequenc�� oTthe ilo�r
of wnter in t6e h�ibufar}' and its procimity to n TN�V, nnd tLe functions per(ormecl by tl�e h'ibutary and all its adjacent
wetlnnds. It is not nppropriate to determine significnnt nesus bnsed solely on nny specific tlireshold of distnnce (e.g. behveen n
tributnry and its adjnceut �rellnnd or bet��•ecn n tributary and the TNR'). Similarly, the fnct nn ndj�icent n�eHand lies within m�
outside oCn Ooodpinin is nof solcly determinatire of significnnt nexus.
Drnw connections behveen the fentures doeumented nnd the effects on the TN1V, as identified in the 2npmtos Guidance and
discussed in the Instruetionnl Cuideboolc. C'nctors to eonsider include, fm� e�nmple:
• Does �hc tributaq�, in combinntion �rith its adjacent �rc�lands (ifnn��), hnve (hz cnpaci�y to cnrq� pollWnnts or Flood «•nters to
TNVVs, or to reduce the amount of pollWants or flooA �vaters rcnching n'INN'?
. Does the Iribulary, in combinntion ��°ith i�s acll�cent �se�tands (iCnny), provide h�bi�at nnd lifecycle support tune�ions for fish mid
other species, such �s [ccAing, nes�ing, sptm•ning. or reacing young for spccics �hat nrc present in ihe 7N\V?
• Does the Iribularv, in combinntion �vith i[s ndjacent �vetlands (if any), have ihe capaciq� to tmnslcr nutrienis and organic wrbon [hn[
support do�enstrcam food���zbs?
• Does the �ributaq�, in combination �ritli its ndjncent wetlands (if any), have other relationships lo the physical, chemical, or
biological in[cgriq� of Ihe TN�\'?
Note: the above list of considerntions is �wt inclusive and o[her funetions observed m� Ienown lo accur should be documented
below:
L Significnnt ne�us (indings Por non-RP�V tlint has no adjacent wetlnnds nnd Oows directly m� indirectly into TMVs. 8xplain
fm�ings oCpresence oc absenec of significant ne�us belo�v, based on the Iributary itself, lhen go to Section III.D: .
2. Significnnl nesus findings fm� non-RP�1' nnd its ndjacent �vetlands, where the non-RPN flows directly or indirectly in[o
TN�Vs. Bxpinin tindings of przsence or absence ofsienificant ne�us bclow, bascd on tlic tributary in combinntion �vith all of its
adjacent ���etlands, then go to Section III.D: .
3. Significnnt ne�us findings fm� wetlmids ndjncent to nn RP�V but thnt do not directly nbut the RP�V. Espinin tindings of
presenee or nbsence of significunt nezus belo��t bnsed on tlie tribu�nry in combinntion �viUi all of its lcijacent wetlands, �hen go to
Section III.D: .
D. DCTCRDI INr\'I'IONS OF JURISDICTIOYAL FINDINGS. 7'Hti SU13dECT R'ATERS/�VETLAYDS ARE (CHECI{ ALL
THAT APPLV'):
I. "I'N�Vs nnd Adjncent «'etlnnds. Gieck all thai apply and provide size estimales in rerie��� nrca:
❑ TNNs: linear feet �cid0i (fi). Or, acres.
❑ Netlands ndjxcen� [o'IN\Vs: ncres.
2. RP�Vs t6nt Ilow direc�ly m� indirectly into TNNs.
� Tributaries of'IN\Vs �vhere tribumries rypically flo��° }�cnrround nrejurisAictional. Provide d�ta and rntionale indicating that
tributnry is perennial: Mill Creek is sho�en as a percnnial strcam on the USGS map.
❑ Tribut�ries of TNIV where tribumries hnvc continuous Flo��� "seasonally" (e.g., typically ihree mon�hs each year) are
jurisdiclional. Da�n supporting this conclusion is provided at See�ion III.E3. Pcovide rotionale indicnting that tribu�nq� Flows
sensonally: .

Providc cs[imatcs for jurisdictional �ratcrs in tlic rcvie�v arza (check all that apply):
�'Pribut�ry wn�ers: 175 linear fect 6-7 ���idth (fl).
❑ Other non-�ceUand �vaiers: acres.
Iden[ify t��pe(s) of waters: .
3. Nou-RP\Vse thnt ito�r directly or indirectly into TN\1's.
❑�Vaterbody that is not a TNR� or an RNN, bul Oows directly or indirec�ly into n"I'V W, and it hns n significant nexus �vi�h n
TN\V isjurisdictionnl. Dntn supporting �his conclusion is providcd �t Section III.C.
Provide es[imntes for I��risdictional �vaters �vithin thc revic��� nrea (check nll �hxt apply):
❑ Tributnry �vijters: linear Icet n-idth (ft).
❑ Other non-�ve�land waters: acres.
Iden�ily lypc(s) of �vnters: .
4. \Vetlnnds directlr �butting nn RPR' thnt ilo�v directly or indirectly into TN\Vs.
❑VVeUnnds dirtctly ebul RPN and thus are I��risdictiunal as a�jacent �vetlands.
❑\1'eU�nds direcUy abutting an RP\V �vhere Iributaries trpically Ilo��� year-round. Proride data mid ralionate
indicuting that Iribulaq� is perennial in Section III.D.2, abo��e. Provide rationnle indicnting tlint ���etland is
direc�ly nbutting an RP�V: .
❑\Yc�lands direcUy abulting an RP\V �vherc tributeries �ypicnlly Flo�r "seusonnll}�" Provide data indicating that t�i6ulnry is
seusonal in Section III.B nnd rationale in Section III.D.2, above. Proride rationale indicatine Ihnt wc�lnnd is directly
abutling an RP\V: .
Provide acrenge es[iinates forjurisdictional wctlands in �he revie�c area: acres.
5. AYetlands adjneent to but not directly �butting an RPR' thnt tto�v directly or indirectly into TN1Vs.
❑\Vetlands that do imt directly abut an RP\V, but �rhen considered in combinalion �vith the Iributnry to �vhich [hey are ndjacent
and �eith similarlp si�uated ndjncent ���e�lands, have a signifiennt nesus �vith n'IT1�V are I��risidictional. Data suppurting ihis
condusion is provided nt Section [ILC.
Provide acreage es�inmtes torjurisdiclional �vetlands in thc revic�r aren: neres.
G. �Vetl�nds ndjncenf to non-RP�Vs thnt ilow direcfiy or indirectly into TNWs.
❑\\'e�lnnds ndlncent to such wate�s, and hnve �vhen considered in combination �vith tlie tributaq� to which they nrz adjacen[ nnd
��-ith similarlp situated ndjnecnt ���e�lm�ds, hare a si@nificant nexus �vilh a TNVA' arc jucisdictional. Dntn suppohing this
conclusion is provided at Seclion I[LC.
Provide estimates for jurisdictional ���e[lands in the rzview area: acres.
7. Impoundments oPjw�isdictionnl �rntcrs.'
As i� general rule, ihe impoundment of a lurisdic�ional tributaq� remainsjurisdictional.
❑ Demo��stratc thnl impoundment was created &om "�vnters of Ihe U.S.,'� or
❑ Demonstrnte thni �cater meets the criteria for one of Ihe cntegories presented above (I-6), or
❑ Demonstre�e tha� �vater is isolatcd with n ne�us to commerce (see E below).
C. ISOLATED �INTERS'1'A1'E OR INTRr1-STATC� \V.ITERS, INCLUDING ISOLATED R'CTLANDS, THC USE,
DEGRADATION OR DESTRUCTION OR R'HICH COULD API'ECT I\TCRSTATE CO�I�IERCC, INCLUDING.\Nl'
SUCH R'ATCRS (CIIECI< ALL'I'HAT APPLY);�o
❑�vhicl� nre or coidd be used by inlzrs�aie or forcign trnvelers for recrentional or o�lier purposes.
❑ from �vhich Yish or shellfish are or could be �nken nnd sold in inters�n�e or foreign commerce.
❑�vhich nrz or could be used Cor indastrial purposes by industries in interstate commeree.
❑ Interslate isolated ���aters. Gxplain: .
❑ Othcr fnc�ors. E�plain: .
Identify wnter body nnd summarize rntion�le supporting determivation:
d5ec Poolnote # 3.
°"Co complele lhe :umlysis rcCer to �hz key in Sec�ion III.D.6 0l tlic Ins�mclionnl Guidebook.
10 1'rior to asser�ing or declining CR':1 jm�isdiclion bnseJ solely m� Ihis calegor��, Corps Dish�icts ��ill eleca�r fhe ac�ion to Cm�ps nnd rPA HQ for
revie�� mnsistent �silh Ihe praress dcsrribcd in Ihe Cm�ps/GP:1 J/enrornndmn Regnrding CIIii Acl J�oisdic(ion Folloiring Rnpneos.

Provide estimntes forjurisdic[ional �cnters in the rzvie�r nren (check nll that apply):
❑ Tributaq• waters: linear feet �ridth (ft).
❑ Other non-�ceUand �vaters: acres.
Identify type(s) ol' �vaters: .
❑ \Vellands acres.
NON-JURISDICTIONAL �VATCRS, INCLUDINC R'GTLANDS (CHGCI<ALL THAT APPLI'):
❑ If potcntinl �retlnnds were� nssessed �vithin the review erea, Ihese t�reas did not meet the criterin in [hc 1987 Corps of Engineers
Wetlend Delinenlion �4nnunl nnd/or appropriatz Regional Supplemen�s.
❑ Review area included isolated o�aters �vith no substantial nesus to interstate (or loreign) commerce.
❑ Prior to lhe Jan 2001 Supreme Court dccision in "SIISINCC," the revic«� nren �vould have been regulated based so� on Ihz
`b(igratoq� Bird Rule' (MBR).
❑ Natcrs do no[ mcc[ tl�c "Significnn� Nc�us" standnrd, �vhere such a tinding is requircA fbr jurisdiction. 8xplain: .
❑ Other. (expinin, if not covered nbove): .
Proeide acreage estimates for nonyurisdictional �vaters in the review areq where Ihe sole polentiol basis of jurisdiction is �he nAf3R
faclors (i.e.; presence ol migcaloq� birds, presenee of endnngered speeies, use of ��°ater tor irrigated agricid�urz), using best professional
judgmem (chcck nII thnt npply):
❑ Non-�ceUnnd �raters (i.e., rivers, slreams): linear leet widfh (11).
❑ I.nkes/ponds: acres.
❑ Other non-n�eiland waters: acres. List typc of nqua[ic resoumc: .
❑ �Vctlands: ncres.
Provide acreage es�imates for non-jurisdictional waters in the revie��° area Ihnt do not meet �he "Significnnt Nexus'� s[�ndard, where such
a[nding is requimd forjurisdiction (chcck nll thnt npply):
❑ Non-�vetland ��•aters (i.e., rivers, s�reams): linear teet, �vidth (il).
❑ Lakes/ponAs: acres.
❑ Other non-�cetland �vaters: neres. List [ype of aqualic rzsouree: .
❑ \Vcllands: acres.
SEC'fION IY: DATA SOURCCS.
A. SUPPORTINC DATA. Dntn reviewed for JD (ched< nll thnt npply - checked i�ems sh�ll be includcd in case lile and, «�here checked
nnd reques�ed, nppropriately rtference sources belo�v):
� binps, plans, plots or plat submitted by or on bchalf of the applicnnUconsultan�: .
❑ Dnta sheets prepared/submiticd by or on bchalfoftlie applicnnt/consul[ant.
❑ Ofiice concurs «�ith dnla shee�s/delineation repon.
❑ Oftice does no� concur �vi�h da�a sheets/delincntion rcport.
❑ Da�a shccts prepnrcd by the Corps: .
❑ Corps nnvigable �enlers' s�udy: .
❑ U.S Geological Survey Hydrologic Atlas: .
❑ USGS A'HD data.
❑ USGS 8 nnd 12 digit I IUC mnps.
❑ U.S. Geological Survey map(s). Cite scale R quad name: .
❑ USDA Natural Resources Consen�ation Sen�ice Soil Survcy. Ci[ation: .
❑ Nalional �ratlands inventory mnp(s). Cite nnme: .
❑ Stnte/I,ocal ���etlnnd inrentory ma�p(s): .
❑ PHD4A/I'IR\4 nmps: .
❑ 100-year Floodplain Elevuiion is: (Na�ional Gcodectic Vertical Datwu ol 1929)
� Photographs: � Acrial (Namc & Datc): .
or � Olher (Nnme R Da[e):Si[e Photos n�tareh 27, 20 W.
❑ Prcvious de[ermination(s). File no. nnd date of rzsponsz letter. .
❑ Applicable/supporting case la�c: .
❑ Applicable/supponing scicntific li[cr�hirc: .
❑ Other informn�ion (plense specify): .
13. AUDITIONAL CO\I�IENTS TO SUPPORT JD:

NO SURV�Y REQUIItEll P'ORM
PROJGCT INP'ORMATION
Pi•ojecl No:
Coemry: Polk
�VBSNo: 176P.14.R.35 Docinr�enl.•
ProjeclTrnckingNo. (lrrlenml UseJ
�A)12-0&0060
�A���
seP > > zoiz
F.�I. No: F:�ndir:g: X State Pederal �I��,��Q� Z{/
`F
Ferlern! (USACE) Permi/ Re9��ired? X Yes ❑ No Pe,•,»it Type: NWP 14 and 401 WQC
Projec� Descriprion: Replace Bridge No. 92 on SR 1338 (Horne Road) over Mill Creek
with off-site detour (presumed no improvements)
SUMMARY OP' CULTURAL RESOURCES R�VIF.W
Arrefrlescrrp[ron ofreniew nc�rviries, resiJ�s ofrevreir, m�d co»clusia�s: HPOWeb reviewed on 6
September 2012 and yielded no NR, SL, LD, DE, or SS properties in the Area of Potential Effects (APE).
Polk County current GIS mapping, aerial photography, and tax information indicated a mostly wooded
APE (viewed 6 September 2012). The APE intersecks several large parcels on which stand a number of
buildings dating from the 1920s to the 1980s, all well beyond possible project impact. Constructed in
1962, Bridge No. 92 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 6 September 2012).
No architectural survey is required for the project as currently deflned.
Brref Eapinnolra� of tivhy the avniJnble irrformnlio�r �rovides n re/rn�le Gnsia for rensainbly yredic(i�rg
thn! tbere nre no trnirlenlrfier! hrstorrc propei•�ies in �he dPF.: APE extends 300 feet from either end of the
existing bridge (SW-NE) and 100 feet to either side of the SR 1338 (Horne Road) centerline (NW-SE) to
encompass proposed construction activities. County GIS/tax materials and other visuals support the
absence of significant architedural resources. No National Register-listed or other critical properties are
located within the APE, including the Federal permit area; no National Register-listed properties are
located along the proposed detourroute.
Shoutd any design elements, including detour improvements, of the project change, please
notify NCDOT Historic Architecture as additional review may be necessary.
SUPPORT DOCUM�NTATION
See attached: location map
FINUING 13Y NCDOT CULTUI2AL RI�;SOURC�S PROT�SSIONAL
NO SU,RVEY REQUIRED — Historic Structures
C�dtural Rcsources Specialist
,•Na SunrY Requirrd"forni for,I Lnm� TrwupmlNinn f§ ojrns ns OunlleAin fGe 700] PinFrnuvanirc Ag�eemenr.
N('!X)7'Arrbnro(ayy R� Hismrir Ar dureauve Grm�ps

N
O1
Y
J
�
a
0
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0
0
�
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/'rx�l�'el 7ruckiu,�.Vu. llnle��itd Uael
r____..__._._. _ _-_ _.__.
I �2-DO-�\16� �,,,I.
SUR TIEY REQ UIIlED FORM
PROJ�CT IN['ORi�'fATION
Projecl No:
IIBS Na: I 7 B P. I 4. R.3 �
F.A Na:
l�iderrd (US�ICG) Pern+il Re��uirer(?
Countv: Polk
Docmneiit : NtCC Attachntent G
Fiu�diny.� � State ❑ l�ederal
� Ycs ❑ No Permil "lj�pe: NWP Id & 401 WQC
Prajecl Descrip(iwi: Replace Brid�e 9? on SR 1333 over Nlill Creek with a Pipe Structure on F.xisting
focation.
SU�ip�IA21' O� CULTURAL L2l:SOURCf:S RGVIIsW —SURI�TiY R[:QUIRED
A map se�rch was conducted at the OCfice of Statc [�rchaeolo�_ry un Augusl 14, 2012.
fopography ofarea sunoundii��, Rridge 92 olfers a strong likelihood ol cullural evidence based un
similar Icrrain tluoughoui Polk County. t\ reconnaissance survcy is suggesied.
SUPPOR'I' DOCU�4EN"fA"f10�
Scc nttached: Ntap(s), Pho�os
I� IND[NC BV' iVCDO"f CUI: PURAL RBSOURC[:S PRO1� I�:SSIONAL — SL'R!'Ls l' RE(1(7KLD
t\rchaeology FListoric ArchilecLure (circle une)
�'//7 ��/ �
Proposed 6eldwork completion date
5n,��� Iln�w.��IPV„�,. , �pnm han.ynnmiurrl4uinan�OnWiiinhuJir. -I',i,unnunir icnunnu.
1(-bUl_LJmi-nL�� �llL.,u..Inhirco�.,wL,,up.

G'igure I. 6ridge 92 encircled orer A�lill G-eek.
s��, �,�, x.,n,n»i r,_,: m,� v�,,,,, r,, ,�.�,�, «,�,��„ r, �,i.<<.,,, u���dn;� n,,, �i„ ����r r,,,�.,r�,,,,,,���r� _i,, «,,,.,��.
cr�UU/ . i�� �„�„d,,,-,e �r„io, �� . i�,d,n,.��,,, r,,,.�,�„

Prolec! 7racking No. Qnfenia! UscJ
__ IZ_�8_�a��_ __�.
NO HISTORIC PROPERTICS PI2�S�NT/AP'F'�CTEll PORM
PRO,TECT INFORMAT[ON
Yrojec! Na:
Iff[:E7ID[wAYl:l ���I�Fi�7
I�:A. No:
Federnl (USACE) Pernril Rer/tnred?
Coar,ry: Polk
Dnctnneril: MCC
F:�uding. � State ❑ Federal
� Yes ❑ No Permit Type: N�VP 14 & 401 WQC
RE�EIVE�
ser � s zoiz
DIVISION 14
Yrojecf Uescriyliai: Replace Bridge 92 on SR 1338 over Mill Creek rvith � Pipe structure on existing
location.
SUMMARY Or FINDINGS
7%�e NorUi Cm•olina DeE�ai7n�ent of'1'rmisyorinlion (NCDOT) revieu�ed the s�rbjecl �i•ojecl nud deterinined:
�
�
�
�
5
Tl�ere are uo properties over fifty years old within Uie projecYs area of potential ef(ects.
There are no propeiTies less Ihan Fifty years old which are ca�sidered to meet Criteria Consideratiott G
within the projec['s arca of potcutill effects.
There are no National Register-listed or Study Listed properties within the project's area of potential
effects.
All properties greater than 50 years of �ge located 'ui the APG have been considcred �nd all co�uplinnce
for hisroric architecture with Section 106 of the National Historic Yrese�v�[ion Act and GS 121-12(a) has
been completed for this project.
There �re no hisloric properlies present or �ffected by this project (Attach n�ry iiotes a• docr�menis ns
needer�
"No NistenoYroy.illes Praaeul"JonuforAflnor7}anapni�nua� Prol�•�IS nvOimllfcA]n ihe 100G Prugromrnoric AKrxcrneru.
NfOOTArohnuo[o�-,tl HivonuArtAbottureGrovy,c

SUMMARY OF CULTURAL R�SOURC�S ItEVI�W
Brief riescrrp[ion oJrevieiv ac[iviries, residts ojrevietiv, rrnd conclarsiorrs:
An on-site reconnaissance of tl�e proposed project rcvealed little likelihood of cultural evidence on any
quadranl of the esisting bridge. The aeri�l photogr�ph of the project dicl not show the strcam mm�ing
pTrallel to the soutl�east quadrant and lhe northwest quadrant, only flowing noilhward as it passes
beneath the cunent bridge. A wetland �rea occupies the northeast quadrant with a slope rising hvathree
meters to a ficld outside the APG Pin�Ily, the southwest qundrant holds n ridge roe extending to the
iroadway.
No fiirther work is warrented.
SUPPOR'P DOCLJMFNTATION
See atlached: Map(s), Correspondence
Signed:
Cultwal Resourccs
"i\0 Nienno Pmpriller FreiruY'/wm forlJmnr Trna<pamimn PmfreLC n� OvallfieAln ILe 20UG YrogrnunnNio AAr: ernenl.
NCnO]'ArrGn:nlogv�@ Hi��aririL.AileUUrcGmupt

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See Sh:el !-A Fo; fndex of Sh:e�s
Sce Sh;et I-8 Po� Conienllor,al Sym6ols
BEGIN CONSTRUCTION
BEGIIV STATE PROJECT 17BP
-Elr STA.11 +79.65
GRAPHIC SCALES
SO 25 0 50 100
� Ifl l � ��
PLANS
50 25 0 50 1p0
PROFILE (HORIZONTAL)
D&SIGN DATA
ADT 2007 = 230
ADT = NA
DHV = NA %
D = NA %
T = NA % '
V = EXISTING
' TTST = NA
FUNC CLASS = LOCAL
SU6-REGIONAL TIER
S�' �,'l[�F, cfl�' N(fl i,°'C'�I C��R��]L:[I\' .��
�I��1�1����� �1�' �'�1!�1�1�'���i�'�
POLK CO U1�TY
"• 17BP.14.R.35 �
LOCATIOI�I: BRIDGE NO. 92 ON SR 1338 OVER MILL CREEK
TYPE OF WORK GRADING, PAVII�iG, DRAINAGE C�' STR UCTURE
BEGIN CULVERT
-EU STA.13+03.60
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 17BP.14.R.35 = 0.043 MI
LENGTH STRUCTURE TIP PROJECT 176P.14.R.35 = 0.004 MI
TOTAL LENGTH OF TIP PROJECT 17BP.14.R.35 = 0.047 MI
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EIVD CONSTRUCTION
END STATE PROJECT 17BP.14.R.35
-EZr STA.14+29.45
��4yE-'S�' /J3s
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iVD CULVERT
-EIr STA.13+25.97
PRLPARED IN 77JE OFF/CE OF:
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FOR
DIV/SION OF HIGHIVAYS
mu sr,uu�un svcc�Frcura�s y�. $. HOOD PE
RIGHT OF fVAY DATE: PRO�ccr cvcr.wr.rs
TODD BUCKNER, PE
PFO/£C! DFSlGS ECG6�cu
LE7TlNG DATE: xcoor coxrecr._ _ _ _ _ _ __
unvsmx
fo/�i/t3
ENG7NEER
��,���,�
D7V7SION OP H/GMVAYS
SI'ATE OF NOATH CAROLINA
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CUR-I CUR-2 CUR-3 CUR-4 CUR-5
Pl Sla 10+6035 PI Slo 11+5883 PI S!o 12+27J4 Pl Sfo 13+18A9 PI Sta 13+91b7
�= 9 01' 035'lRil �= 35' 40' S0A' (RrJ �= 23' A8' l9S"lRTJ �= IG 46' 048' fR71 �= 7' 26' 2/2' (RTl
D= 7' 29' 112' D= 48 02' 552' D= 37' /4' 27.4' D= 24 44' 04b' D= 8 29" 11.2'
L= I20.45' L= 7426' L= 6392' L= 59.7/' L= 87b6'
i= 6035' T= 3838' T= 32.43' T= 30.02' T= 43b9'
R= 76533' R= 11925' R= 153.85' R= 231b4' R= 67515'
STRUCIURE:7�009? �
COLIIJTY: FOLK
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NOTE SEE SHEET 2A fOR CONCRETE ENDI4ALL DETAIL I fv.N n[w
uz
—i ; - -
=I
- _� -- I -
390 - _-
_ - -
B&0
67 - --- �-
.-- ... -- _ — --- --FXIRTII
1:0. I SHffi
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O7<761
PLANS WERE ORIGINALLY SEALED
BY BILL HOOD P.E.ON 1MV73.
TODD BUCKNER P.E. WILL BE
SEALING ANY REVISIONS TO
PROIECT 178P.14.R.35.
. _ .� — I ._ . _ . �
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. -I� _. ;- - -_ -r I — _ - --- -- -- I
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-�� EL 874p2' EL 874b9" i � � -i ����� � I
j __ � VC 99' � _ .-__'.___. ..__ . -' _ I -__ ___�� �.
- -� I_-_ . 1 - I % I I � . - I- �� I - — _ . -- ,
- { .-eN oveauv- � -�- - ' PIPE M'DRA I_ - J _ I _ �
PI- 12+6356 _ Pl /3+b476 L _ _
' .' UUC DATA
VC 56' - I i
K= 40
I OS j�0 l,lPH � OS = 30 MPH E� srn T�+2s � i ` � I' 2c�1/7'X75 Sfa. l3+15-L- I -- - I�
BEGINO ERIAY I � EL 7611 — _ _ _ �
I � � P OPOSED - I. 1� t �I -- I D�RNl1AGE AREA = 294 !1C
�STA 1�]s.65 C GanoE ' - � I I �-� i- DESIGII FREOUENCY = 25 YRS - : __
EL ]1.30 r - � �� i - -' -- DESIGN O15CHPRGE = 330 CFS -� ___ - _. _
... (t� 5% ��- '� j2 ��- � I DESIGN H�l ELEVATlOI! = 8692 FT _ .
� __ -�- � I - _ _ _ - ' ��.�--- -.I F •.-� -. !00 YEAR O15CHAR6E = 500 CFS : - _
i� � i
-� - (.t�25-208% � i/� __ ,, �_ _ _ ', -_- _ _ . _.
�t l00 YElJ7 HN ELEVATIOI! = 87�.9 fT
' ` eNOC e -_ j % .�_ • 0/ERTOPPIIlG FREOUENCY= 500 YRS
�__ I _ I �eNOOVe uv � �F�' --AECiNOti Rur I _ -- � i Q/ERTOPPl11G OISCHPRGE _ +750 CFS - - - -- - . �
LBEGING PDE -=I - --ELSTA 3a56i__ - �- � ' E�EVATION ° 874.4 FT � _ ___ ___I�
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i � � _ a�eRroPPU,c _ _ _ _
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10 11 12 13 14 15 16
--- I __890_
�

DETAI L
(NOT TO SCALE)
MULTI-BARREL
LOW FLOW CHANNEL,SILLS
AND FLOOD PLAIN
*NOTES:
1) BED MATERIAL SHALL BE EXCAVATED AND
STOCKPILED DURING INSTALLATION OF THE
CULVERTS AND SILLS. THE NATURAL BED
MATERIALS SHALL THEN BE PLACED IN THE
INLET OF THE CULVERT TO THE SPECIFIED
ELEVATION.
2) SILLS ARE TO BE MADE OF ALUMINIZED STEEL
AND MECHANICALLY ATfACHED TO TO INVERT
OF THE CULVERT.
3) CLASS 'I' RIP RAP MAY BE USED TO SUPPLEMENT
NATURAL BED MATERIAL.
4) DO NOT SET ELEVATION OF HIGH SILL ABOVE
BANK FULL.
5) NUMER OF SILL DETERMINED BY THE ENGINEER.
FLOOD PLAIN COIR MATfING
BENCH , �
�
TOB
�
1 FT BURY
2 FT
DETAIL OF SILL AT INLET
WOT TO SCALE)
COIR MATfING
SILL�
NO BED MATF.RIAI. REQU�RED
PLAN VIEW
NATURAL BED
MATERIAL
�
FLOOD PL
BENCH
� TOB
TOB
V12
CLASS I� 1
RIPRAP
�LU�1i�z��� csp�
u�s�r���� ��c�i���v
PROPOSED ROAD GRADE
,�
LPROPOSED
BENCH
(NOT TO SCALE)
t�LU���II�TIZL',D C�PA
I��ii'N5°I'I�E��2+'3 �T�C'�'I�N
titN(:H
(NOT TO SCALE)

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