20160400 Ver 1_Application_20160422

Carpenter,Kristi
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Ladies and Gentlemen,
McHenry, David G
Friday, April 22, 2016 9:56 AM
'Lori Beckwith ([e-mail])'; Chapman, Amy; Carpenter,Kristi;
Barnett, Kevin; [e-mail]; Chambers, Marla J; DeWit, Benjamin J
Deyton, Joshua B; Hill, Mark E; Shumsky, Michael J; Davis, Mark S
NCDOT, Bridge 102, Haywood - Nationwide 14 Application
NCDOT-Bridge 102-Haywood-NWP 14 Application.pdf; NCDOT-Bridge 102-
Haywood-Plans.pdf
Follow up
Completed
Please see attached for your review and comments is the subject permit application. If you have any questions, please
advise.
Thanks
Dave McHenry
Environmental Specialist
NC Department of Transportation/Division 14
828 586 2141 office
828 246 -7078 mobile
dqmchenrv(cancdot.qov
253 Webster Road
Sylva, NC 28779
; � � �► � ,r �
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

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Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Brid�e 102 on SR 1173 (Plott Creek Road)
2. Name of Property Owner/Applicant: NC Depat4ment of Transportation
3. Name of Consultant/Agent: N/A
+Agent authorization needs to be attached.
4. Related/Previous Action ID number(s): N/A
5. Site Address: N/A
6. Subdivision Name: N!A
7. City: Waynesville
8. County: Haywood
9. Lat: 35.479472° N Long: -83A15897 ° W (Approx. Project Center)
10. Quadrangle Name: Hazelwood (35083-D1-TF-024)
11. Waterway: Plott Creek (C Tr)
12. Watershed: French Broad River (06010106)
13. Requested Action:
X Nationwide Permit # 14
General Permit #
Jwisdictional Deteimination Request
Pre-Application Request
The following infoimation will be completed by Coips office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Puipose:
SitelWaters Name:
Keywords:

Transportation
April 22, 2016
Ms. Lori Beck�vith, NCDOT Regulatoiy Project Manager
U. S. Army Corps of Engineers
I51 Patton Avenue, Room 208
Aslieville, NC 28801-2714
PAT McCRORY
co�-�„�o�
NICHOLAS J. TENNYSON
Senelaq
Subject: Natiomvide 14 Permit Application
Replace Bridge No. 102 on SR 1173 (Plott Creek Road) over Plott Creek
Ha}�vood County
St:�te Projcct No. 17BP14.R128 (DB14A-430102)
(DWR Minm• Permit Tee $240.00)
Dear Ms. Beck�vith:
The Nortlt Caroliva Department of Transportation (NCDOT) is proposing to replace the subject
bridge. The esisting 20' L(span) x 2T W concrete floor on steel girder �vith concrete abutment
bridge needs to be replaced due to deterioration and iiisufficient width. The proposed
replacement structure will be a I� 12' W(span) x 5' H x 89' L reinforced conerete boa culvert
placed on a L54% slope and I35° skew. Tlie culvert inlet, mid-point, and outlet will have 1' H
sills to help retain stream bedload and facilitate fish passage. An off-site detotu' will be used
while tlie bridge is removed and the culve�t is constructed in the same location.
Enclosed are a PCN application, preliminai}� jurisdictional fonu, SHPO forms, culvert avoidance
and minimization fonus, Division of Mitigation Services mitigation acceptance letter, plan sheets
showing the proposed work, a marked vicinity map, a USGS qu�d map, photogr�phs, �nd other
suppo�ting project information.
The Na-th Carolina Natural Heritage Program database was checked for records of threatened
and eudangered species. There �re 51 species listed for Ha}nvood County that have federal status.
Tl�e bog turtle (Gl��plenrys �n�J�le»be�•gir) is Iisted as threatened due to similarity of appeara�ice to
tl�e listed noi4hern bog twtle. Bald eagle (Ha(ioeehrs Ieucocephalus) is listed under the Bald aud
Golden Eagle Protection Act (HGPA). Nine species, Carolina northern flying squirrel
(Glnuconi��s snbri�ras co(orn(us), gray bat (iLlyotrs grisescens), Indiana bat (iYlyo(is sodnlis),
Appalachia�t elktoe (Alns�itidon�a rrmei�elrano), spruce-fir ntoss spider (d�licrolie.��io•n nron�irngn),
small whorled pogonia (Isoh•ia �nerleoloirles), spreading avens (Getmr rndinhnn), rock gnome
lichen (G��u»torlernu� li�renre), and noi4hern tong-eared bat(�LLyoiis.replenh•ionalis, NLEB) are
kno�vn from cmrent records a�id are listed as either threatened or endangered. Accordiug to tlie
USPWS, Ha}�vood County is no�v considered occupied summer range for Indiana bats and
NLEB.
Appalachia�� elktoe Tre found in some well-osygenated streams with moderate to fast flowing
water and stable, mi�ed substrates of silt, sand, gravel, and/or cobble. Sh'e�ms that support this
mussel are typically much larger and warmer than Plott Creek. The only records in Ha}nvood
�Nothing Compares�.�
Slate o[ North Camlinn I Dtpstlment o(Transpotlnlion � fli�ision Id
253 N'cbsicr Rood I Syha, Notlh Cnrolina 2S]]9
Phone323S36-2WI I Fa�323S36J0Ai

Bridge No. 430102 Page 2 April 22, 2016
County are fi•om the Pigeon River and the Iower portions of tlie East Fork Pigeon and West Fork
Pigeon rivers upstream of Canton; there are no records from any tributaries to these rivers. Tlie
Pigeon River is about 8 miles downstream of the bridge site and this reacli of the river is over 8
river miles do�vnstream of occupied mussel habitat. Additionally, there is a large impoundment,
Lake Junaluska, behveen the bridge and tlie Pigeon River.
With rnre exception, gray bats roost in caves year-round and Indiana bats and NLEB winter in
caves or mines with stable, but not freezing, cold temperatures. This project only involves a
small bridge replacement, so constniction work will not extend far from the existing right-of-way
into areas where caves could occur. There are no caves or mines visible near the bridge and,
according to USGS data, tlie nearest undergrowid mine is over 6.6 miles away. Therefore, gray
bats and hibernating Indiana bats and NLEB will not be affected by the project.
In summer, Indiana bats and NLEB generally roost on strucmres or under the loose bark of trees,
either dead witl� peeling bark or cavities, or live t��ees with shaggy bark such as white oak,
maples, sycamores, and hickories. The bridge was surveyed on June 2, 2015 and there were no
roosting bats or any evideuce of bat usage (i.e. staining or guano). The struchu�e is only a few
feet above the water swiace and very cool widerneath. There are no known NLEB hibernacula or
matemity roost trees within 0.25 mile or I50 feet, respectively, of the bridge site. Therefore, the
project should be consistent with esceptions for incidental take outlined in the NLEB Final 4(d)
rule. The construction work may requn•e the removal of approximately I2 large white pine and
maple trees near the bridge. To protect Indiana bats, any obstructing trees will be removed from
October 15 to April I S(winter clearing). With this measure, we recommend a"may af'fect, not
likely to adversely affecY' determinatiou for Indiana bat.
Small whorled pagonia generally occurs in open, dry, deciduous woods with acid soil, tliough
habitats can include slopes along streams and mesic forest �vith white pine and rhododendron.
Land use adjacent to the bridge consists of maintained road shoulders, yards, drives, and pasture.
There is no liabitat near the bridge capable of supporting small whorled pagonia.
The Carolina no�thern flying squirrel, rock gnome Iichen, spn�ce-fir moss spider and spreading
ave��s are found in spruce-fir forests and other isolated high elevation locations in western Noith
Carolina. However, rock gnome lichen is an exception because it can occasionally be found at
lower elevations in deep river gorges with high liumidity or on some vertical rock faces tl�at are
periodically wet. Tlie bridge site lias an elevation of only 2,760 feet and lacks rock faces and
other habitat conditions required by these species.
The project is limited in scope. Erosion and sedimentation control measures will be implemented
to minimize adverse effects of die �vork on aquatic I�abitats. Habitats for listed species appear
lacking at the project site and none of these species �vere observed during field visits. For these
reasons and tliose discussed above, �ve recommend that a determination of"no effecY' on listed
species apply to tliis project, escept for bats as noted above.
Tliis project was reviewed by NCDOT's Human Environment Unit in 20l L A survey was not
required for historic structures witl� a detennination of no effect. A suivey was conducted for
archeological resou�nes with a detennination of no resources present (see attached forms).
NCDOT best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will revie�v aIl erosion control measures daily
to ensure sedimentation and erosion controls are being effectively controlled. If the devices are
not fimctioning as intended, they will be replaced immediately with better devices.

Bridge No. 430102 Page 3 April 22, 2016
Impacts to Waters of the United States
Plott Creek (DWQ Class: C Tr) is sliown on the USGS topographic map �s a perennial stream.
The channel is approximately 12 feet in width and well defined with a substrate of sand, silt,
gravel, and rock. The stream has sufficient flow to suppoM fish and other aquatic life. Plott
Creek flows to Richland Creek which empties into Lake Junaluska. Richland Creek flows fi•om
the lake to the Pigeon River. The Pigeon River meets the definition of a Traditional Navigable
Water (TNW). For these reasons, we believe Plott Creek is a Relatively Permanent Water (RPW)
and is under the jurisdiction of tlie U.S. Army Corps of Engineers. In order to wnstruct the
project, it will be necessary to impact waters of the United States in the French Broad River Basin
(CU 06010106). Specifically, NCDOT is requesting to replace Bridge No. IO2 with a single-cell
reinforced wncrete box culvert. Listed below is a summary of the proposed impacts.
Ezisting CondiHon Proposed Condition Net Impacts
Site No. (feet)
20' L(span) x 27' W 1@12' W(span) x 5' H x 89' L
1 Concrete Floor on Steel 89
Girder Bridge Reinforced Concrete Box Cubed
Impervious Dike and Flow
lA Free-Flowing Plott Creek Diversion �45
1B Bank along Plott Creek Headwall and Rip Rap Bank 3Z
Stabilization (Upstream)
1C Bank along Plott Creek Rip Rap Bank Stabilization 18
(Downstream)
Total Permanent Sh•eam aud Tributa�y Impacts for Culvert 89'
Total Temporary Stream Impacts fm• Impe�vious Dike and Flow Diversiou 145'
Total Permanent Impact Fm� Bauk Stabilization 50'
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. By copy of this letter, I am asking Ms. Marla
Cliambers, Western NCDOT Review Coordinator, of the North Carolina Wildlife Resources
Commission (NCWRC) to comment directly to you ca�cerning the 404 Natiomvide Pennit
request.
I am also requesting authorization under Section 40l of the Clean Water Act from the North
Carolina Depa�tment of Environmental Quality (DEQ), Division of Water Resources (DWR). In
addition, I am asking Ms. Chambeis and Mr. Ben DeWit, EI, Roadside Environmental Field
Operations Engineer (NCDOT), to comment di��ectly to me concerning tliis penuit request.

Bridge No. 430102 Page 4 April 22, 2016
If you have any questions or need additional information, please contact Mr. Josh Deyton at (828)
488-213 l or me at [phone]. Your early review and consideration will be greatly
appreciated.
ncerely,
/%'"` � O�
Dave McHenry
Division 14 Environmental Specialist
Enclosures
cc: Ms. Amy Cliapman, Division of Water Resources — DEQ, Raleigh
Ms. Kristi Carpenter, Division of Water Resources — DEQ, Raleigh
Mr. Keviu Barnett, Division of Water Resources — DEQ, Asheville
Mr. Mdrew Henderson, Biologist, US Fish &Wildlife Service, Asheville
Ms. Marla Chambers, Western tVCDOT Review Coordinator, NCWRC, Albemarle
Mr. Josh Deyton, PE, Divisian 14 Bridge Program Manager, NCDOT, Bryson City
Mr. Ben DeWit, PE, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Michael J. Shumsky, PE, Design-Build Engineer, NCDOT, Raleigh

o�OF W ATFAOG
h y
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O Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from lhe
Corps: � Section 404 Permit ❑ Sectian 10 Permit
1 b. Specify Nationwide Permit (NWP) number: N/A or General Permit (GP) number. 14
1 c. Has the NWP or GP number been verified by the 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 Certification — Express ❑ Riparian Buffer Authorization
7 e. Is this notification solely for the record For lhe record only for DWQ 401 For the record only for Corps Permit
because written approval is not required? Certificaiion:
❑ Yes � No ❑ Yes � No
1 f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No
of impacts? If so, attach the acceptance letter from miligation bank or in-lieu
fee program. (NC Division of Mitigation Services)
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 102 on SR 1173 (Plott Creek Road) over Plott Creek
2b. County: Haywood
2c. Nearest municipality / town: Waynesville
2d. Su6division name: N/A
2e. NCDOT only, T.I.P. or State 17BP.14.R.128 (DB 14A-430102)
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: Norlh Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Dave McHenry, Division 14 Environmental Specialist
applicable):
3d. Street address: 253 Webster Rd.
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
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. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: N/A
4c. Business name N/A
(if applicable):
4d. Street address: N/A
4e. Ciry, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. AgendConsultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5c. Street address: N/A
5d. Gity, state, zip: N/A
5e. Telephone no.: N!A
5f. Fax no.: N/A
5g. Email address: N!A
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. PropeAy identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude: 35.479472 Longitude: -83.015897
1 c. Property size: N!A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Plott Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C Tr
2c. River basin: French Broad River Basin (HUC 06010106)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
applicalion:
The site includes a concrete deck bridge on a paved secondary road. The landscape Is primarily rural residential with
pastures.
3b. List the total estimated acreage of all existing wetlands on the properly:
N/A
3c. List the total estimated linear feet of all existing slreams (intermittent and perennial) on the property:
200
3d. Explain the purpose of lhe proposad project:
To replace the existing substandard concrete deck and steel girder bridge no. 430102 with a 1@ 12' W(span) X 5' H x
89' L reinforced concrete box culvert wilh headwalls on existing location.
3e. Describe the overall project in detail, including the type of equipment to be used:
An off-site detour will be used. The stream will be temporarily dewatered around the bridge site, the bridge removed,
culvert constructed, and culvert inlet and outlet stabilized wilh rip rap. Track hoes, dump trucks, bulldozers, paving
equipment, water pumps, sandbags, diversion pipefimpervious barriers and various hand tools will be used.
4. Jurisdfctional 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 past7
Comments: N/A
4b. If the Corps made the jurisdictional determination, what type
of determinalion was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdiclional areas? Agency/Consuitant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentalion.
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 lo °help file' instructions.
6. Future Project Plans
6a. Is lhis a phased project? ❑ Yes � No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which seclions were completed below for your project (check all that apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construclion
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora
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 0 P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts 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. 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 intermittent DWQ — non-404, width (linear
Temporary (T) i�N�� other) (feet) feet)
S1 � P � T Culvert Fill Plott Creek � PER � Corps 12 89
❑ INT � DWQ
S1A ❑ P� T Temp. Dike and p�ott Creek � PER � Corps 12 145
Flow Diversion ❑ INT � DWQ
S18 � P� T Headwall and Rip p�ott Creek � PER � Corps 12 32
Rap Fill (Upstream) ❑ INT � DWQ
S1C � P � T Rip Rap Fill plott Creek � PER � Corps 12 �$
(Downstream) ❑ INT � DWQ
S2 � P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total Permanent Stream and Tributary Impacts for Culvert 89'
Total Temporary Stream Impacts for Impervious Dikes and Flow Diversions 145'
Total Permanent Stream Impacts t'or Headwall and Rip Rap Bank Stabilization 50'
3i. Comments:
Page 4 of 10
PCN Form — Version 1.3 December 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
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts N/A
4g. Comments: NtA
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete fhe chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID proposed use or purpose of (acres)
-number pond Floode
d 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. Total N/A N/A N/A N/A N/A N/A N/A
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, lhen complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? N!A ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason Buffer Zone 7 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act re uired?
61 ❑ P � T N/A N/A ❑ Nos N/A N/A
B2 ❑P❑T ❑Yes
❑ No
63 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts N/A N/A
6i. Comments: N/A
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures laken to avoid or minimize lhe proposed impacts in designing project.
The concrete box culveA was designed to meet the hydraulic needs of lhe site. The culvert will be on a 1.54% grade and
will be buried 1-foot into the stream substrate. Three (3) sills will be placed in lhe structure to reduce velocity, help hold
bedload, and maintain aquatic life passage during periods of low Flow (see plan sheets).
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All instream work will be pertormed in a dry work area using an impervious dike and diversion to diveA the water around
the project site. Appropriate BMPs according to lhe approved erosion and sedimentalion control plan will be installed on
the project prior to culvert installation.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Miligation for �Yes ❑ No
impacts lo Waters of the U.S. or Waters of the State?
2b. IF yes, mitigation is required by (check all that apply): � DWQ �Corps
❑ Mitigation bank
2c. If yes, which mitigation opiion will be used for this � payment to in-lieu fee program (NCDMS)
project?
❑ Permittee Responsible Miligation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type N!A Quantity N/A
3c. Comments:
4. Complete if Making a Payment to In-Ileu Fee Program
4a. Approval letter from in-lieu fee program is attached. � Yes
4b. Stream mitigation requested: 89 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 mitigation requested: N!A acres
4f. Non-riparian wetland miligation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N!A acres
4h. Comments: N/A
5. Compiete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee 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 wilhin a protected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then ideniify lhe square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
8c. 6d. 6e.
Zone 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. Totai buffer mitigation required: N/A
6g. If buffer mitigalion is required, discuss what type of miligation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
N/A
6h. Comments: WA
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project7 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, narralive description of the plan:
Project is covered by NCDOT Individual NPDES Permit No. NCS000250.
❑ Certified Local Government
2e. Who will be responsible for the review of ihe Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 407 Unit
3. Certiffed Local Government Stormwater Review
3a. In which local govemmenPs jurisdiction is this project? N/A
❑ Phase 11
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
❑ USMP
apply (check all that apply): ❑ Water Supply Watershed
❑ Other:
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 stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 4D1 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? � yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the � yes ❑ No
use of public (federallstate) land?
1 b. If you answered "yes' to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
IetterJ ❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
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 fhis an atter-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of lhe 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 quanlitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered °no,' provide a short narrative description.
This Is a rural secondary road. The bridge (culvert) is being upgraded to standard load limits and width to improve safety
for the traveling public. It will not have any significant impact on future development.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment melhods and disposition (non-discharge or discharge) of wastewater generated from
ihe proposed project, or available capacity of the subject facility.
N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � yes ❑ No
impacts9
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whelher your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Nalural Heritage Database and site specific surveys conducted during the bridge scoping process.
Page 9 of 10

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essenlial fish habitat7 ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A—There are no marine or estuarine communities within the Blue Ridge Physiographic Province.
7. Historic or Prehfstaric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments 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 determine whether your site would impact historic or archeological resources?
The bridge project was reviewed by NCDOT's Human Environment Unit in 2011 and there will be'no effecC on historic
architecture or archaeological resources. These findings have been approved by the State Historical Preservation Office
(SHPO) through MOA with NCDOT (see atlached forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will lhis project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: FEMA requirements were taken into consideration by the NCDOT
Hydraulics Unit during the design of the bridge (see attached Hydraulic Report in the plan sheets)
Sc. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Dave McHem•y
Division 14 Environmental Specialist �,,,L i E� � � Zz—/6
ApplicanUAgenPs Sign re Date
ApplicanUAgent'S Printed Name (AgenPs signaWre is valid only if an aulh ation letter from the
applicant is provided.)
Page 10 of 10

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Dale: 8/3/2015
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Caption� Bridge No. 102 on SR 1173
over Plolt Creek, Haywood Co.
Hazelwood 35083-D1-TF-024

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£nvironmen tal
Quality
Mr. Mark S. Davis
NCDOT Division 14 Environmenfal Supervisor
North Carolina Depatlment oFTransportation
253 �Vebster Road
Sylva, Norlh Carolina 28779
Dear Mr, Davis:
Apn111,2016
Subject: Mitigation Acceptance Letter:
PAT MCCRORY
co,���,,,:
DONALD R. VAN DER VAART
s=.�; � r�: �
e A��O�I 1r �l.,J
APR 1 1 20id
DIVI�Ip� j4
Division 14 Project, Replace Bridge 102 on SR 1173 (Plott Creek Road) over Plott Creek,
Haywood County; VVBS Element 17BP.14.R.128 (DB 14A-430IO2)
Tlie pucpose of this letter is to notify you d�at the Division of Mitigation Services (DMS) will provide the
compe�usatory stream mitigation for the subject project Based on d�e infortualion received on Apri18, 2016, the
impaGs are located in CU 06010106 of the Frencli Broad River basin in the Southem Mountains (SM) Eco-Region,
a�d are as follows:
rrcuch Broad
06010106
SM
Hnpacts
Cold
89.0
Stream
Cool � �Vamt � Riparian
Wetlauds I Buffer (Sq. P[.)
Coaslal I Zone I � Zone 2
This impact and associated ruitigation need were uuder projected by the NCDOT in the 2016 impact data.
DMS will commit to implement sufficient compensatory stream mitigation credits to oftset d�e impacts associated
with this project as determined by the regulatory agencies usi�g the delivery timeline lisled 'v� Section F.3.c.iii of the
In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, Ihen this
mitigation acceptance letter will no longer 6e valid and a new mitigation acceptance le�ter will be required Gom
DMS.
Tf you have any questions or need additional infonnation, please contact Ms. Beth Hamion at 919-707-
8420.
Sincerely,
l��
Jam . Stanfill
Credi[ Management Supervisor
ca Ms. Lori Beclavith, USACE -- Asheville Regulatory Pield Office
n4r. Josh Deyton, P.E., NCDO'I' — Division 14 Bridge Maintenance E��gineer
Ms. Linda Fitzpalrick, NCDOT — PDEA
File: SR 1173 — Bridge IO2 — Divisiou 14
� � �l�'rofliing C��iiJia��cs=_ �
tl,ncnfNor.hGarolina EnviwninemalQw!iiy
I(01 MtilSe;viceCenter I paleiyh.NorlhCmolhraDGS41GUl
� re-�m-ewn
aT� y. � _ _
— - 'I�t+�S.

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUNDINFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):4-z�-xo�s
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC Deparlment of TranspoAalion, Oave McHenry D'msion 14 Environmental Specialisl
253 Webster Road, Sylva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace bridge 102 on SR 1173 (Plott Creek Road) in Haywood Counly
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: Hari+�a Cjty; Waynesville
Center coordinates of site (lat/long in degree decimal format):
Lat. se.a�san °N; Long. -as.o�sas� °W.
Universal Transverse Mercator: amis.i.as2aoaa.szo�en
Name of nearest waterbody: P��« c�eek
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
zoo linear feet: t2 width (ft) and/or acres.
Cowardin Class: R3ue�
Sf�28fT1 F�OW: Perrenial
Wetlands: �a acres.
Cowardin Class: �a
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: �a
Non-Tidal: �a
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: 4-2�-2ois
� Field Determination. Date(s): s-2-Zo�s
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
� Maps, plans, plots or plat submitted by or on behalf of the
applicanUconsultant: Ncoor
❑ Data sheets prepared/submitted by or on behalf of the
app�nUconsultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
� USGS NHD data
� USGS 8 and 12 digit HUC maps
❑✓ U.S. Geological Survey map(s). Cite scale & quad name: �.Z4kHa=e�,�a
❑ USDA Natural Resources Conservation Service Soil Survey.
Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
� 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: ❑ Aerial (Name & Date): or
0 Other (Name & Date):S�ie��s�is-z-zoie
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicanYs acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an o�cial delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
Signature and date of
Regulatory Project Manager
(REQUIRED)
n
,,�!���� / "Z/�/L
ignature and date o
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
amount of
aquatic Class of
resourcein aquatic
Site Number Latitude Longitude Cowardin Class review area resource
1 35.479472 -83.015897 R3U61 200 linear feet Non Section 10
— non-wetland

NO SURVEY R�QUIRED FORM
PROJECT INFORMATION
Project No: Str. 430102
Projecl Tracking Na. (lulemal Uref
� 11-08-0106 —�
Coanty: Haywood
WBS No: 17BP.14.R.80 Doc:anent: PCE or Minimum Criteria Checklist
F.A. No: N/A F�mding: � State ❑ Federal
Federnl (L/SfICE)Pei•mitReqttii•ed? � Yes ❑ No PeruaitType: NWP3 orNWP L4
Pr•oject Descripfion: Replace Bridge No. 102 over Plott Creek on SR 1173.
SUNIMARY OF CULTIJRAL RESOURC�S REVI�W
Brief descripfion ojrevieiv actrvities, restd�s of revieiv, a�:d conclusiars:
Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was
unde�taken on September 2, 201 I. Based on this review, there are no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects, which is 75' from the centerline eacli way and 300' from each
end. Current Haywood County GIS/Tax information there are several structures over 5fty years of age
within the APE. PIN 8605-53-0737, in the northeast quad of Uie bridge, tivas constructed in 1925,
however based on Google Maps "Street V ie�v" and Buig Maps `Birds Eye" view the house is not NR
eligible. PIN 8605-43-7406, directly south of the bridge, was constn�cted in 1958, but is not NR eligible.
There are no historic stnicmres within the APE, and No Survey is required. In addition, Bridge No. l02 is
not NR eligible based on the NCDOT Historic Bridge Inventory.
BriejE.cplmmtion oftiyhy the nvailab/e injormnliar provides a relinble bnsis jor rensonably predicling
[hnt drere nre no :miden(ifted hisloric properNes in the APE:
HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the Haywood
County survey, Haywood County GIS and tax information, and Bing Maps `Birds Eye" view and Google
Maps "Street View" are considered valid for the purposes of determining the likelihood of historic
resources being present. There are no historic resources present and no survey is required.
SUPPORT DOCiJ11�NTATION
See attached: Maps, tas cards.
FINDING BY NCDOT CULTURAL
A2CHAEOLOGY
PROFESSIONAL NO SURVEY REOUIRED
HISTORIC ARCHITECTURE (CIRCLE ONE�
"No Sun�ey Required"form farAfinor Tmupotlalian Prajec6 nsQuafified in �he d007 Progsammalic Agrremnil.
NCDOTArchaedogy h Ni�rorlc ArchNralure Gsoups

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Page 1 of 2
0
Prin[ed: OS SEP 2011 - by 0 Hari'ocd County t]C Property Record Card
CARO 1 OF 2
OEs�ription Td:[ Dis[iiCtS
Ptecel : 86�5-43-0906 1195 PLOiT CREEK R� Fi kl C15 T0811 OF FATtIESVILLE
Page: 1
Tau Ye3a : 2011
-------------- Oi111ER It]FOWIATI0�1 ------"------ I------- PROPOATY FACTORS -"------- I------ SALES It�FOWATIO:] —""--
� �
ACCT: 195133 eLOTT, RUPH 6 � Topography I pate Sales Price vld 9Y./Pg
1195 PIATT CREEK RO � R ROLLI[:G � OS/1]/11 0 I 803/939
6'AYt]ESVILLE� IIC 28986 � � OJ/]0/00 0 E 2000E/114
� Land Hkt Adj Streets/Roads � OB/25/98 0 96i/]S4
� P PAVEO �
--------- MZSCELL4tlEOI15 IOFOKAAT10:! -----"----- I---- EtIIRAl1C2 IlIFOW�NTIOA ------- I—"---- VALOE SfiF::ARY ---------
Toxnship : 15 TO'dN OF IJAYIIESVILLE � �ate 1}Pe Swrce A I
Address : 1195 PLOTT CREEK RD 0]/22/11 0 GPH aiser I Assessed Niien[
� � Land . 89�400 09,900
Land Ose : A AGRICOLii1RA1. � I 91dg . 150,200 15],200
Nbihood : 15R059 PLOTT CAEE% ACREAGE � � TOG Appi . 256,600 246,600
11ao : 9605.03 � � OeEer . B4O95 6�695
Class : A1 RESIDElSPIAL 1 � � Het Taxable : 2]9,905 239�905
ne�azks:
BAW1-iN
- LAI:� O.4TA
A I4TH 'l'PE
1 A HP HOMESITE PRIPIARY
2 A HR HO:�tESITE RCSI�VA
To[al ACi25 : 3 A2
--- OOTBOSL�I[:GS --
OLOG� TYP'c 41TH OBSCftIPPI0:1
3 9P.l1 P BARp
U.IIT - V A L U E 5
SI2E PRICE GRAOE SAOJ APpR pEFER TA%
2.00 40,00� 00,000 0 80,000
1.W 9,200 9,900 8,995 505
Land To[a1s 89,400 9,695 80,505
YFAR EFF YR
RE'�V.RRS %CO:IP SPORIES AREh GRO BIIILT BOILT CONO PHYS F[I:1C EW:i
100 1.0 1
end of eage 1
❑
Pzin[ed: 01 SEP ]O11 - by 0 Hayvood County I:C Proper[y Remrtl Caro
CARD 1 OF 2
PazCel : 8605-93-9906 1195 PL�iT CREEK R� PP q3
0'meY : 1951J3 PLOTT, RIIPH B
---------- BOIL�Il.G �ESCRIPTIO:!
VAL F'ETHO� : A
USE CODE : O ��iELLI1:G
OCNPAI:CY : SF SIFGLE FA'12LY
SPYLE : COtNEt�IO:lAL
t.'�R STORIES : 1.�0
NALL HEIGHi
FOIRI�ATIO:! : CB C0:13.t1ALL;BRICK
E%TERIOR NALL : LAo SIOING Pn00O)/ HAR�Y PL41K
YR BVILT / EFF : 195B
COt1�ITIO:i : G GO00
G.FAOE C
DESIG:1 PACPOR
BASEIAEIiC AREA : CO BASE:1EtIC
A7iIC AftEA : t10 AZIC
FItI OPPER STORY : PO
WFItI OPPE4 STOFY : IIO
ROO:AS / B�kiS / 3
FIILL / HAI.F BA'CNS : 1/ � AODL FIX: 2
FIREPLACE TYPE/CeIT: FIREPLACE/ONE STORY/1
FIREPLACE OPE[1II:G5: 1 CHIMIlEYIS�: 1
AIR COtID PCf .
6PRI[]KI,ER FCT
HEATIKG TYPE : F FORCEO HOT AIR
FIARBET FACiOR
t C0:1PLETE : 100
�ESCRIPTIO:i : 1.0/S
RftAARKS
CAR➢ 1 OQTBOIL➢Ll:G VALOE
♦ -A28 -♦ -F19♦
!FT
!252
A1B F19
F1B
♦F19A14r
h40
♦EB♦ IIA
1428
A22
E1BE1B
I
i i
♦EB�---.010-t-A�2_______i
♦C]♦
B22 B3H!
CP C19C19
J96 .
TA% VALOE
800
B��
Page: 2
SCALE IS 1:248
http:/hnaps.haywoodnc.net/prc/8605437406_LtYt 9/2/2011

eri�eea: oi SEP 2011 - by o xar�ooa councy ne e�oF�zry aeco�a cara
CARD 1 OF 1
Oescription T� Distric[s
Parcel : 8605-53-09]] 1159 PLO�i CREEK ftD TR B C15 i0iit! OF VIAY1125VILLE
Page 1 of 2
enee: i
Yas YEdi : 2011
- --- 0'dPER I[lFOW14T20:� ---"----------- I"""""'"' PftOPERTY FACTORS ---------- I------- SALES ItlFOIU�,AT20A ------
� �
ACCP: 93J12 �ICY.SOtI, CLhRE�:CE H III � Topogiaphy � �a[e Sales Peice V1d Bk/Pg
F'AtN, SY9IL G � R ROLLING � � OJ/29/99 1R,004 Y epl/ll94
PO BOX "193 � �
W10E JULIALUSFA� CC 28945 I Land N.k[ Adj S[iee[s/Ro3tls �
� P PAVE� �
------------ HISCELLA0EOV5 I1IFORHATIO:i ------"----" I"'""' �]�AtICE INPOW9AT20:! ------- I-------- VALUE SIP.!;nARY ----------
To�.mship : 15 TO'r:! OF 'AAttICSVILLE � Oate iype Source Aop[aisee I� kssessed Nraent
Addiess : 1154 PLOTT CREER RO � W/02/11 8 �OC � Land . 99,600 95�600
Land Ose : � � Bltlg . 1n3,soa ia3,50o
tlbrhood : 15R049 VhLLEY VIEW iERRP.CE � � To[ hppr . 168,SD0 188,100
N.ap : 06�5.15 � � Cefer . 0 C
Class : R1 ItESIOEtRIAL 1 I �[!et Taxable : 186.100 106�1OC
RemazY.s:
Co Remarks on file
-- LA::� �ATA ---
% F1IH TYPZ SI2E
1 A HP HO!IESME PRIFIAAY 1.00
2 A HR HO?IESITE RESIDIIA 0.96
Total Acies : 1.96
--- aoreusnonics ---
BL➢Gk TYPE IITH �ESCRIPTSO:!
2 GE 0 GARAGE, FIIlISH£o
] BRI� 0 BARt1
? SLC P SILO, CO:ICRETE
UlIT
pRICE GRAOE kADd
40,000
ia,000
Land Totals
- V A L II E 5
APPR DEFER TA%
90�000 0 90�000
9,600 0 9,600
49,600 0 95,600
YEAFt EFF YA
RQW2K5 kC04P SSOP.IES AP.EA GR� BOILT BI]ILT CO:IO PHYS F[P.:C ECO:1
100 1.0 ?90 50
ioo i.a 3,oso so
300 0.0 220
end of Page 1
❑
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http:/hnaps.haywoodnc.netlprc/5605530737_Lhct 9/2/201 I

Projecl Tiacking No. (/irtemnl UreJ
11-08-0106
NO PREHIS'I'ORIC OR HISTORIC PROPERTIES
PRESENT/AFFECTED FORM
PROJECT INFORMATION
Projec[ No: Str. #430102
WBS No:
F.A. No.
17BP.14.R.80
n/a
Federal (USACE) Permi! Reg:tired?
Cou�ity: Haywood
Doc:tmenl: PCE or CE
F:rnding: � State ❑ Federal
� Yes ❑ No Penni� Type: NWP3 or NW l�t
Projec! Descrip�ion: Replace 13ridge No. /02 over Plof[ Creek on SRll73 (Ploll Creek Rd) in Haywood
Comrty, Norlh Carolina. The archaeological APE for the projecl measares 600j! in length (300ft from
each bridge end poin!) by ISOft in wit!!h (75ft laferallyfran each side oJthe SR/l73 center-Jine). The
projec! conslilutes, as curren!!y propased, an in place replacemen! tHilizing an off-site delour dt�ring
construction activities. Some minor drtch-lir:e inrpacts are scheduled to occur.
SUMNfARY OF FINDINGS
The Nor1h Caro(ina DeparUnen! of Transportation (NCDO7) reviewed lhe subjec[ projecl nnd delermined•
Historic ArchitecturelLandscapes
❑ There are no National Register-listed or Study Listed properties within the project's azea of potential effects.
❑ There are no properties less than fifty years old which are considered to meet Criteria Consideration G within the
projecPs area of potentiaf effecis.
❑ There aze no properties within the projec['s azea of potential effects.
❑ There are propeRies over fifty years old wilhin [he area of potential effects, but lhey do not meet the criteria for
listing on the Natiwal Register. .
❑ All properties greater than 50 years of age located in [he APE have been wnsidered and all compliance for historic
architecture with Section 106 of itie National Historic Preservation Act and GS 121-12(a) has been completed for
Ntis project.
❑ There are no historic properties present or affected by this project. (Artach arry no(es or docunrenrs ns neede�
Archaeology
� There are no National Registerlisted or Study Listed properties within the project's area of potential effects.
❑ No subsurface archaeological investi�ations are required for this projecf.
� Subsurface investigations did no[ reveal the presence of any archaeological resources.
� Subsurface investigations did not reveal the presence of any arehaeological resources considered eligible for the
National Register.
❑ All identified Archaeo(ogical si[es located within lhe APE have been considered and all complance for
archaeological resources with Section 106 of the National His[oric Preservation Act and GS 121-12(a) has been
completed for this project.
� There are no historic properties present or affected by this projecL (Atlach any noles or docuivents as neede�
"No Ninaric Psoperria nmseni'fo�mforA71no�7Yoiupanuiion Pro/mrs a� Quo/Ifi<d in lhe 1007 Frog�amnralc Ag�«mrru.
NCDOTArrhoeology 6 Hbio�ic Axh(unure Gravys

SUMMARY OF CULTURAL RESOURCES REVIEW
Brief descriplia� ojreview aclivilies, resulls ojreview, mid concl:rsions:
A map review and site fi�e search was conducted at the Office of State Archaeoiogy on Tuesday, September 6, 2D31. No
previously recorded archaeological sites were identified within the presently defined APE, but four archaeological sites
(31HW33-16) were situa[ed immediately adjacent to the project APE or wi[hin a half mile radius of the proJect area. These sitei
were recorded by Keel/Egloff (1964) and cons[itute multi-component Archaic-Woodland occupations. Of particular interest is
31HW13, lacated a few hundred feet north of the project APE on a small knoll overlooking the Plott Creek floodplain. Projectife
points, lithic debitage, prehis[oric ceramics, and worked stone were recovered from eroded site surface con[exts. In addition, a
review of National Regis[er (NR), State Study Lisf (SL�, Lotalty Designated (LO), Determined Eiigible jDE) and Surveyed Si[e (SS)
properties determined than none of [hese resources were contained within the APE or immedia[ely adjacent to the project
study area. There were, however, twenty-three (23J NRHP properties/dis[ricts located wdithin Ihe Waynerville city Ilmits to the
east of the project bcation. The number of significant hisroric properties and previousty rewrded archaeological sites situated
within Waynesvilie and in proximiry to the projec[ area certainty increases the likelihood of the APE containing similar traces of
past historic or prehistoric interaction/occupation.
Survey of the SR1173/Bridge 102 project area in Haywood Counry, North Carolina was accomplished on November 30, 2011.
IniFially, a reconnaissance investigation of the entire APE was conducted. This served to identify any above-ground
archaeological or historical remains and to determine the exten[ of subsurface investigation necessary for project compliance.
While the entire APE was characterized by (DeA) Dellwood cobbly sandy loam, 0 to 3°h slopes, an occasionally flooded and
moderately well-drained soil, the ground surfaces along the southern side of SR1173, and particularly within the southwest
quadrant, exhibited some level of saturetion within the APE. Shovel testing was deemed superfluous within the southwestern
quadrant as residential Impacts near the western project limits and saturated and impacted ground surfaces f�om modern
disturbances assocla[ed with livestock characterized those areas nearest the Bridge 102 location.
The southeastern quadrant consisted of relatively level, grass pas[ure tor a length of roughly 200k. east from the bridge lowle.
From this point the topography transitions to eroded upslope. A total of two subsurface shovel test pifs (stp) were extavated
within [he pasture portion of the APE. The first stpwas situated SOh. irom the SRi173 center-line and 50h. from Plott Creek.
The first soil s[ratum (0-0Ocmbs) contalned a 10YR3/3 dark brown sandy loam (nterspersed with high densities of non-cultural
gravels. Stratum II (40-SOcmbs) consis[ed of a 10YR4/2 dark grayish brown clayey loam atop an fmpassable cobble layer. The
second s[p was expvated approximately i50k. east of the creek along [he same transect as the previous test and con[alned a
first soil layer (OdOcmbs) of 30YR3/3 dark brown loam with copious non-cultural groveis over a second stratum (30-SOcmbs) �
10YR5/4 yellowish brown dayey loam. No culW ral aRifacts, deposits, or fea[ures of his[oric or prehistotic origin were recovered
during excavation of these test pits.
The noRhwestern proJect quadrant consisted of relatively level, well-dtained grass pasture for a leng[h of 200k. eMending from
Plott Creek weshvard. eeyond [his point, impacts from past heavy machinery utilization and grading associated with past
construction of a local elementary school characterize the APE and those areas bordering the existing right-of-way. Three shovel
test pits were ezcava[ed within the pasture portion of the APE corridor and all contained very similar subsurface soil profiles.
The first stp was piaced approximately SSOh. from the «eek and SOk. from the SR1173 centerline. One soil layer (0-60cmbs)
was encountered consisting of SOYR3/1 very dark gray sandy loam with lots of nontultural gravel and otcasional cobbles.
Below 60cmbs, an impassable cobbte layer was present preventing anyfurther excavation at this locale. The setond stp was
placed along the same transect at 100h. from Plott Creek and contained a single soil stratum (0-SOcmbs) wnsisting of 10YR311
very dark gray sandy loam with angular gravel and large cobbles Interspersed throughout the fill. An impenetrable layer of rock
and cobbles was present below SOcmbs depths. The third and final stp excava[ed within [he northwes[ern quadrant was located
about SOk. from the aeek. A 30YR3/1 sandy loam mixed with non-cu�tural, angular Iithit detritus characterized the deposit (0-
SScmbs). All three shovel test pits evidenced high energy flooding episodes. No evidence of past cultural occupation/visitatfon
was uncovered through [he excavation of these [est pits.
Finally, the northeas[ern quadrant con[ained Plott Creek trending angularly parollel to SR1173 for about 100R. from the bridge
troutng. A shovel test pit extavated in this area tonsisted of a Flr5[ soil stratum (030cmbs) of 10YR3/3 dark brown sandy loam
with nomcul[ural gravels & cobbles atop an impenetrable layer of cobble. The second shovel test pit was located abou[ 150k.
from the bridge within a somewhat low eleva[ion grass pasture/field and consisted of hydrit loam and a wa[er table present at
35cmbs. No cultural artifacts or deposits were present within the northeastern quadrant.
Following imfield investigatlon and tnspectlon of the Bddge No.102 repiacement location in Haywood County, North Carolina,
the cultural resource specialist recommends that no further archaeological work is necessary for the proJect as proposed.
Surface and subsurface investigation did not reveal the Ixation of any archaeological sites or deposits within the defined
project APE.
"Na Nfnodc Piopenlrs Pr�ieaY'/omrJorhfino� bm�spanmim Piojeas as [halifird In �he 1067Yrogmmma�ic Agreemm�.
XCDOTArchoedogy& HUroricA.rhi�ecrorcGroup:

SUPPORT DOCUMENTATION
See attached: Map(s), Previous Survey Info, Photos, Correspondence, Photocopy of notes from survey.
Signed:
Resources Specialist; NCDOT
"Na Hislodc Propei�ier PrurnY'/otmJorMina7Ymupwlo�ion PiqtttsasQva!%ed in llre 1007 Piogiwnmonc AgnemeN.
NCDOTA�clwealogy& HinaicA�cGiimureGrw�r
Date

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See Sleet 7-A For Index of Sheefs
See 5/�e� 1-B For Coreientlonal Symbols
CLEARWG ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
GR.9PHIC SCALES DESIGN DATil
20 la o 2o qp ADT 2074 = 2400
ADT 2034= 2400
PLANS K = 10 %
D = 3 %
20 10 0 20 40 T = 3 %'
V = 40 MPH
PROFILE (HORIZONTAL) +�775T=3% + DUAL=3
y p q g FUNC CLASS =
LOCAL
PROFlLE NERTICALI SUBREGIONAL TIER
�'�.��`]�' �]F �T�� J�� �.������f'�
IU�A �Y ����1V �� ��`�� YY Cil ll s7
HAYWDOD COU11tTY
WC�I I-ANI� �IJf_� ��Ji�f'/��� W,��T�:{� IMI�A� T� PF�RMI'I'
LOCATION: BRIDGE 1V0.102 ON SR 1173 OVER PLOTT CREEK
TYPE OF WORK GRADITIG, PAVIIVG, DRA7IVAGE, AND CULVERT
�. DB14A-430102 1
PROJECT LENGTH
LENGTH ROADWAY PROJECT
LENGTH STRUCTURES PROJECT
TOTAL LENGTH PROJECT
Pidxi'ef In l/e CY/la Yi
� LOUISBERGER
� IOO1VVetlaAranue,SoiteE00
Ra:eigM1, Nort� Caro:lna 2�605
LicsnseHo.: F-0Sd0
EOII SIA]'OINO SP£L(f/Ci1lO.C5
= 0.070 MILES
= 0.000 M�LES RIGHT OF II�IY DATE: DEANRoDLHA�TF£E�D. PE
JUNE 17, 2014
= 0.070 MILES
NCDOT CONTACT: K. ZAK HAMIDI, PE
DESIGN BUILD PROJECT ENGINEER
LETTING DATE: I RD ODELL. PE
JUNE 17 2014 Pxo�ccrnesresE�c�,cecn
f6'DlL1ULICS EVGINEER
ROADI{'dY DGSIGN
ENGLYEER
PERMIT DRAVlING
SHEET 1 OF S

n °
�OENOTES TEAIPORAAY I
If.IPACTS IN SURFACE \VATER I
�OfNOTE511.1PACT5 IN
SURFACE Y/ATER
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-L- POC Sfo. 11+45.00
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CUhVE DATA PoR -L- CUFVE DATA FOR -P'/Y-
Pl Sfo IOr9pJ5 Pl Slo 10*5921 Pl Slo /�+39.44
p= 3'C`o'543(RTI p= SU�"CD.�ffRTl p= 42'OS'�3.7'ILTI
D= � 34' 39N D= 184' 4'Y 303' D= 229' Id 592'
L=�97.45' L= 48b5 C= ll336'
r= 9ti.75' T= 3100' T= 9.62'
R= 3b3157' R= 3/.W" R= 25.00'
Se = OfJ2
ao - exisr.
OS = 40 1,lPH
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Cl II RIP RA�P �~ 6 �
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END PROJECT 0814A-430IO2
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DETAIL A
SPEQqL IAiEAAL'V' DRCH
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Gr.v.f y p Po"��
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raa �
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PYOId SiA.IA F60 i0 SiP IS i40 R�
DETAIL B
IqTEFAI'V' DRCH
p�. n <a,l
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IfAPACTS IN SURFACE 1'/AiER
�DENOTES IhIPACTS IN
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PER1�9T DRP.:VIKG �
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CURVE DA7A FOR -L- CUFVE DArA FOR -OVYY-
Pl 5!o 10+9t175 PI Slo 10+5921 Pl 5!0 11+39.44
p= 3'GK'S4S'(Rrl p= 90'CO'�.0'lRTI p= 4205'l37'lLTI
0= I' 34' 39.8' D=�84 49 303' 0= 22�J lO' S92'
L= 197.45' L= 48b9' L= 18.36'
r=�n�s� r= 3roa r- 9�z
R= 3b31S7' R= 31,00 R= 25IJ0'
Se = 002
RO = EXIST.
OS = 40 dIPH
DETAIL A
SPECIAI IATERAt 'V' OITCH
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DETAIL B
IAiERAL'V' OIiCH
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ADDITIONAL INFORIMTION AND COMPUTATIONS SITE DA7A o
.......... o,o.wx .�, 3 s sa �;u:.._ _.._ s, usus cwi.o �.ur w�znwoQo ;.
�"�-�"�" ^ CULVERT SURVEY & HYDRAUUC DESIGN REPORT
1fID3014LY 5„��gosN FAFNCH 6AOAD �rya��e� RURAL//IOUNIAINWS ...... N: N.C.DEPARTMENIOFTRFNSPORTATION �'
......... .._... ..... _.... ._. . .._ .
DGMLlGf AFEA J6 SQ ML-� tOCAR� 10]E 6`1 X1DSOlOGC IFClO`I 2 ..... ......... $ryean Cbssifiwl'wn �St�tA as irovl. H9F QudM W � E•c1 CVSS C T ' UMSION OG HIGHV/AY$
cV�uet�[uoc-[ ISPANp f0';PEWWNCE�CO;ICJtETEfLOOR�O��GItDfR58�1-BF/J.iS w�-. HYDRAUlICS UNR
____ ....__ .. ........... ......._.. _.__. ....._.. Do�oonEnlnneSrvaum_WIIH.0.EMfORCfDCONGETEABNk.EMS .._.__ _.._... �: RAIEIGH,N.C.
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. . __ ... . . . . .... . .. .
o no ryN no Rel tM (s5 -> 1'�b a>�CoOi me,� �Saal a:o ea UF iREMI /30061 DECEM BUIi➢. WMxAR �WOI�i O: SF-130103 � V8P 11 R1tB ..._... Pml. Smv.an -� 13t16.08
oora on sm�w,u up o�d o..r Sneam L O 30 SIHGIE SPAN IH' COAEo 51� r'/ CONC EN.99�5 � I.o. rv ....... P' No. .. . .._.__._....
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a]�nNN ]wVel s11[Ss-> ( �d�e.N<ooine.<�saEjssoui oOMuiiFwullo109��Jz-b aC��'.la'Jo�s•Rmit.eoNCRFI5u5 : Caunr IL�WfOOo ROTICREEK O10]
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on z5a NN x[a V21 ]�� c�s > 4�. W �r���moi.-.Te i9.cl�:o «s NONE ..................... Period olRewrds �A � On HRMvY �OTT CREFk RO1._... Perv�ccn (�LL HYATI PLI oM.ILOCUSi D0.A
GoSs Smeio N _ .......I+s : _.. __..
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py= I>9ION 1)9 Udl I}p� �(S > 1.�`-b+� G�NCCpTrc-o ISES�IiW Cf5 ..... _._...._ _ . .............
"" - "'"' " "' "-"'- HI510lI[OI FI00(� I��Olf�10110r1: NEVE; SEEN OVERiOY ROAOW.�Y H/S COV£ �, VFEOUND ll'IANF,2 PAVEO 8 I GAASS SHIXItDFR
qo_ ns ryy 5�5 (3e� Y ua3 �5 -> ( o--d-f p.n<ooi .e itt5� i<oo <vs i0 BOIIQN Of StEEt T1'ICE IN 60 YR. P lwd ol o: Psammsded Yfid�M1 af R 0.ayE JWND 15 LWE 6[GFBiF klW111fR.. zta. 13j'__ ___.
__._.. _._a.. .....__ ______ _._.__. _.__. pa�a Eki._._.__N.6LFrp.._._..q..5wnce MRTfARYWDYIFLL I4wn1H3e.60._.yn
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ON �9� FN -]9� Il!) 19M 65-> 4 li .nCW! q 13(W 65 .. H _. ... ..... K d9a ..._.Y�i. c Slalenida i"e� ❑ Ne9�omliiar ❑ SobRH�anlTix p
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ffAA ROYI = Qa^ IPO CFS ILVJRD DETAIL $NUY. FS EFf DAiE fE6iUAPY 19.]W8 - .... -.... �; '1-�A 1}i2139�J161 Ri ._... _.._._ E� R)60E3... N. puNm: NAVD..88.._....
........ ._....... _ .. . . . . .. . .... . .
.__.. ........ Hood SbdY/5 Na ZONE AE PMEL 9605 1'Et,
Nm�Fxrmc'nrre � .
......__ . _._ _ .__ .. __. ...._.. .__._. VIO -.. ._.-�4164]0 N Ia6Wipiwn 2]6181.�_P : TenNa'otl GoxaY9.OFFSIIE DETW¢ ... _.
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��Uirro� DESIGN DATA �e' Sm��z399 a � � `�' . . � ��`� �
_.- .-.- _- .-.. .--. USGS 0.EGAESAON H111ATION SIR ]009-958 AEGIO� 3 z yiR3. . - i � �.:'. i . . .. �j.�
IHIS NOKGT FOLLOhS SU3-I.EC/IN41 M0. GVILt'tL�FS. H�dea!og'�al Akrl�od _.. ..... .... . . ._ ... . �' �" � , �
_... _ .. .... ... .. .__ �
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2
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TIE Oi"i1 NFA fOR 1HE fi0]OSFO CIR�iti IS MItOK�1NRLY 190 50. R 5++6 !�p W+1 rcn0 Ej �� A ry� �j
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ALL M101�5 STIdED CYON EQVAL Ox iFWCEO WAIFA SVC�ICE ft[YAl1(N15 Ai QO$$ YCIqN 1199 d �v'"- ^i� �"' --
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INFORAUTION TO BE SHOWN ON PlANS or, ol �s;a�; -.
.. ._ .. ... .... ... Y5 ELTntsn � W 5 fwn ]399 � nwizi F� 0.00NEY NN�GM WHN MYA ..... ���i�iJ¢'.S*t �
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W 41\
NOTES
ASSUhIED LIVE LOAO --------- HP93 OR ALTERNATE LOADING.
�ESIGN FILL 3.5'.
FOR OTHER DESIGN �ATA AND GENERAL NOTES, SEE SHEET SN,
3'0 WEEP HOLES INDICATED TO 6E IN ACCOROAkCE WITH THE SPECIfICATI0N5.
CONCPETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDER:
I.WING FOOTINCS AND FLOOR S�AB INCLU�ING 4" OF ALL VERTICAL V'IALLS.
��+N�` 2� 2 THE RElAAININC PORTIONS OF THE WALLS AND YIINGS FULL HEIGHT FOLLOWED BY ROOF SLAB ANO HEAOVYALLS.
THE RESIDENT ENGINEER SHALL LHECK THE LENGTH OF LULVERT BEFORE $TAKING IT OUT TO IAAKE CERTAIN
THAT IT WILL PROPERLY TAKE CARE OF THE FILL.
� x\ GRADE DATA
/ GRADE POINT ELEVATION [J STA.13t16.08 -L- = 276L20
6E� ELEVATION fJ STA.13�16.08 -L- = 2753.08
-�.CULVER\ ROAOWAY SLOPES = 2:�
�� HYDRAULIC DATA
DESIGN orscHaRCE = 30o c.Fs.
FREOUENCY OF OESIGN FI.00D = 2 YEARS
DESIGN HICH YIATER ELEVATION = 2758.B0
ORAINAGE AftEA = 3.6 S�.IAI.
1� BASE DISCHARGE (�100) = 1400 C.F.S.
��J � 9ASE HIGH YIATER ELEVATION = 2759.45
OVERTOPPING FLOOD DATA
OVERTOPPING �ISCHARGE = 336 C.F.S.
FREOUENCY OF OVERTOPPING FLOOD = 2� YEARS
OVERTOPPING FL00� ELEVATION = 2759.50
LOCATION SKETCH
'E SURVEY -L-
Y-0" 15'-0' i IS'-0"
. I EL 2759.6± �/EL 2755.0! � EL 2755A*-
EL 2759.4- ..-
EL- 2754.1=
.f---"--"'---- "---...-
L.2753.5* EL2753.St EL.2753.7� �'_"'""-"" ""—'""� EL27553±�
"..
�----'"�...-. '�'" � APPROXIlAATE EXISTING
'"'-"--�'""-- � CROUNDLINE
PROFILE ALONG � CULVERT
OATE : B/2015
OATE : B/2015
THE E%ISTING STRl1CTURE CONSISTING OF ONE 20'-0"SPAN CONSISTING OF CONCRETE FLOOR ON GIflDERS AN� I-BEAIdS;
29-0" CLEAR ROAOVYAY WITH PEINFORCE� CONCRETE ABl1TldENTS LOCATEO AT THE PROPOSED STRUCTURE SHALL BE
RElAOVE�.THE EXISTING BRIOGE IS PRESENTLY NOT POSTE� FOR l.OAD LIlAIT.
RElADVAL OF THE EXISTING BRIDGE SHALL BE PERFORAIED 50 AS NOT TO ALLOYI OEBRIS TO FALL INTO THE WATER.THE
CONTRACTOR SHALL REIAOVE THE BRIOGE AND SUBlAIT PLANS FOR DEI.IOLITION IN ACCOR�ANCE WITH ARTI0.E 402-2 OF
THE STAN�ARO SPECIFICATIONS.
DIlAENSIONS FOR YlING LAYOIIT AS WEII AS A��ITIONAL REINFORCING STEE� ElABEODED IN BARREL ARE SHOIYN ON THE
YIING SHEET.
AT THE CONTRACTOR'S OPTION.HE IAAY SPLICE THE VERTICAL REINFORCINC STEEL IN THE INTERIOR FACE OF THE
EXTERIOR IYA�L ABOVE THE LOYIER YlALL CONSTRIICTION JOINT.THE SPLICE LENCTH SHALL BE AS PROVIDE� ZN TNE
SPLICE LENGTH CNART SHOYIN ON THE PLANS.EXTRA WEIGHT OF STEEL DUE TO THE SPLICES SHALL BE PAID FOR BY
THE COMRACTOR.
A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILL FACE OF THE WING COVERING THE ENTIFE
LENCTH OF THE EXPANSION JOINT.
TRANSVERSE CONSTRUCTION JOINTS SHAL� BE 115E� IN THE BARREL. SPACED TO LIlAIT THE POURS TO A lAAkIl.WlA
OF 70 FEEL LOCATION OF JOINTS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER.
INASIAUCH AS THE PAINT SYSTEIA ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,THE CONTRACTOR'S ATTENTION
IS DIRECTE� TO ARTICLE 107-1 OF THE STdN�Afl� SPECIFICATIONS.
FOR CIILVERT DIVERSION �ETAILS AND PAY ITElA,SEE EROSION CONTROL PLANS.
FOR EROSION CONiROL MEASURES.SEE EROSION CONTROL PLANS.
FOR SUBlAITTAL OF WORKING DRAWINGS.SEE SPECIAL PROVISIONS.
FOR FALSEIYORK AND FORlAYIORK,SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR GROIIT FOR STRUCTURES.SEE SPECIAL PROVISIONS.
FOUNDATION NOTES
1. SEE SECTIO� 414 OF THE STAN�ARD SPECIFICATIONS FOR Cl1LVERT E%CAVATION AND BACKFILLING.
2 E%CAVATE 1 F00T BEL044 THE CULVERT AND THE FOOTINGS AND REPLACE THE E%CAVATEO
lAATERIAL WITH FOl1NDATION CON�ITIONING l.IATERIAL.
3. FOONOATION CON�ITIONINC MATERIAL SHALL 6E Cl.ASS VI SELECT AIATERIAL MEETINC THE
REOl1IREl.IENTS OF SECTION 1016 OF THE STANDARO SPECIFICATIONS.
4. BACKFIL� YlING 1'IALLS YIITH CLASS II OR BETTER SELECT lAATERIAL lAEETING THE REOl1IREMENTS
OF SECTION 1016 OF THE STANDAR� SPECIFICATIONS.
TOTAL STRUCTURE QUANTITIES
CLASS A CONCRETE
BARREL (a 1.282 CY/FT ll4.1 C.Y.
WING ETC. 20.7 C.Y.
TOTAL 134.8 C.Y.
REINFORCING STEEL
BARREL 22.701 LBS.
YIINGS ETC. 1087 LBS.
T07AL 23,788 L85.
CULVERT E%CAVATION — LUlAP SlllA
F011NOATION CON�ITIONINC h1ATERIAL 82 TONS
`0;
`.`N�CARO���..
g�o.y'7Ci':;e� ie%�
_ ! sEn�� `, =
= * 036321� ;
`t
'''�auJ��:�,'(�'�``p.`�.`
1�1111"' " t�/E3/tO1S
�Hut F D�U.�
N¢ F{a0
PROJECT No. 17BP.14.R.128
HAYWOOD COUNTY
sraTioN: 13+16,08 -L-
r��e w Ha�x uw.n.
�EPARTMENT OF TRANSPORTATION
auEu
GENERAL DRAWING
FOR 12' X 5' REINFORCED
CONCRETE BOX CULVERT
AT PLOTT CREEK ON SR 1173
BETVYEEN SR ]l75 AND SR 1264
PEVi510!VS >Nlti
onE� m en a<rc� �'�

flOA�WAY WIDTH
����r
WING SLOPE
FOR 2il FILL
3-'8 52 BARS [J
_BOTTOl.1 OF R
I � SURVEY -l- ROADIYAY FILL SLOPE ZI
-i ROAOWAY FILL SLOPE 2:1 F:- 3y
m I I
O
— 4-°4 G1 BARS WSNC SLOPE
3-'8 52 BARS 1'-0' � � 4-°4 Gt BARS .�.\ FOR 2:1 FILL
�
�
6, � \
o � CONST.JT. �
N,�Huw� GRAOE 1.54 % 3-'e S2 6ARS�
a I
a Fa�'a F^TRdN$VERSE CONST.JT. �
m u�em I 6EE NOTE9 �
3AR5- STREAIA FACE � N��o ELEV. 2753.08 3-°8 52 BARSi
r�
^ � > � � CONST. JT. �
__ _____ _I _ '_—___---�— ____� _
�._0. � I
... ----L—�
2'-9'/z" I
3"0 WEEP HOIES lJ 10'- 0'� CTS. I
CULVERT SECTION NORMAL TO ROADWAY
Sl1RVEY -L-
\ �lSo
�
V
N p
�A9 @
N
K
O O Q
�. � m
a � STA.13*16.08 -L-
a \ \
2-°4 GI BARS -- — -- — ----------------
— — --_�----------------'
45'-6"
O
a
�:
EREBY CERTIFY THESE PLANS
ARE THE AS-Bl1ILT PLANS
19'-1'/q"
6"BEVE�
UPSTREAlA END
ONLY
16'-Ils�e„
16'-4u/is,.
0
_ � 5�/e„
0
END ELEVATION NORMAL TO SKEW
CCONST.JT.
' _ `____
------�
SLAB
�.
,00�e ��
� 90' e`
45° 95°
I 10'-0' I
SKEW TRIANGLE
�FLOOR SLAB
WING FOOTING
DETAIL
CONNECTION OF WING FOOTING
E`�`°ERT AND FLOOR SLAB WHEN SLAB
IS THICKER THAN FOOTING PROJECT No. 17BPe14.R.128
3-•8 S2 BARS [J 5"CTS. HAYWOOD COUNTY
TOP OF FLOOR SLAB
\��` sTarION: 13+16.08 -L-
�
� SHEET 3 OF 6
� ���
"6 AI00 BARS (J 6" CTS.- BOTTO`A OF ROOF SLAB °6 A201 BARS ETC. [J 6" CTS. TOP OF FLOOR SLAB
°6 At BARS fJ 6" CTS. CORNER BARS-(SEE BARREL SECTIOM "6 BI BARS (J 6" CTS.- STREAlA FACE �
°6 A2 BARS [J 6" CTS.- CORNER BARS-ISEE BARFEL SECTION) I
PART PLAN - ROOF SLAB PART PLAN - FLOOR SLAB

2 LAYERS OF 30 L
ROOFINC FELT TO
PREVENT BON� ITY
r--�A �SILL
�
---•6 DI
"7 Q
I I
i� I
L �'6 DI (J 9,_0•
h1A%. CTS.
L
2 LAYERS OF 30 LB.
ROOFING FELT TO
PREVENT BOND (TYPJ
ELEVATION INLET END SECTION A-A
INLET END SHOIYN.OUTLET END SIlAILAR � DOWELS lAAY 6E POSHED INTO CREEN CONCRETE
VERTICAL LEG �
� \
6"R.
.��
3'-2" �
IAR DIlAENSIONS ARE OUT TO OOT
SPLICE LENGTH CHART
BAR SIZE SPLICE LENCTH
CI 4 1'-11'
PLAN OF SILL LAYOUT
FILL ORE FOOT DEEP YlITH NATIVE lAATERIAL NATIVE lAATERIA� CONSISTS OF l.IATERIAL THAT
IS EXCAVATED FROld THE STREAlA BE� AT THE PflOJECT SITE DURIRG LUWERT CONSTRl1CTI0N. NATIVE
lAATERIAL IS Sl1BJECT TO APPROVAL BY THE ENGINEER AN� MAY BE SUBJELT TO PERl.IIT CON�ITIONS.
AI BARS Z��
(
0
N L
�
BI BARS IiYP,I `�
2"
0 o c�.
i— in , 2.
Q�
N
O NIC_
12,_0"
IS CJI
6��q" HIGH L.H.C.U. ITYPJ
A100 BARS
A200 BARS
3" 0
VIEEP HOLES
A2 BARS J~ `^
RIGHT ANGLE SECTION OF BARREL
THERE ARE 90 "C'BARS IN SECTION OF BARREI
�RANN BY : J.IAYA OATE : i-2a15
CHECKE� BY : R.OECOLA pp1E : 14015
�«.��� o�rn�cco nc o�rnon . R.OECOLA n..r . 104015
PEftl.1ITTE0
CONST.JT.
;aj
�.`�N 1CIR0� �o.
�` Q i�sxli� .%''.
a� 0��'�' h> �'
_ % SEA� ; _
' � 036321f ?
f`.��;W�/� ,.�.•:.,,:
''"' ""I�,fri,n°�°" ia,ivxoi,
�lAlt c�OtU..
l:a. FA.'i9
REINFORCING STEEL 22.701 lBS
CLA55 A CONCRETE 114.1 CY
PROJECT No. 17BP.14.R.128
HAYWOOD COUNTY
sTaTioN: 13+16D08 -L-
SHEET 4 OF 6
SIIIE Cb Niilx C�C�>N�
DEPARTMENT OF TRANSPORTATION
Aucw
SINGLE 12 FT. X 5 FT.
CONCRETE BOX CULVERT
135° SKEW
PEVIS'0!IS � SHEEi
o�ie���e�e� �'<