20120918 Ver 1_Application_20121003

..;moo-
•4,
r`r+ --` S 1 #6(§1©[§Wri/7
1 ocr ... v[§:0
STATE OF NORTH CAROLINA 2012
1 DEPARTMENT OF TRANSPORTAT� osr °� N
BEVERLY EAVES PERDUE EUGENE A tiCtin JR
GOVERNOR SECRETARY
September 20 2012
U S Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue Room 208
Asheville NC 28801 5006
120918
ATTN Ms Lori Beckwith
NCDOT Coordinator
Subject Apphcation for Section 404 Regional General Permit 198200031 and
Section 401 Water Quality Certification for the proposed replacement of
Bridge No 655 over the Broad River on SR 2797 in Buncombe County
Federal Aid Project No BRZ 2797(1) Division 13 TIP No B-4715 $240 00
Debit Work Order WBS Element 38489 1 1
Dear Madam
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No
655 over the Broad River on SR 2797 with a 110 foot 2 span cored slab bridge There will
be 60 linear feet of permanent impacts to surface waters from bank stabilization There will
also be <0 01 acre of permanent fill and <0 01 acre of hand clearing in a wetland from the
bridge replacement In addition 64 feet of temporary impacts to surface waters will result
from causeways for bridge demolition and construction
Please see enclosed copies of the Pre Construction Notification (PCN) North Carolina
Wildlife Resource Commission Letter, stormwater management plan permit drawings, and
11 design plans for the above referenced project The Programmatic Categorical Exclusion
1 (PCE) was completed in July 2011 and was distributed shortly thereafter Additional copies
are available upon request
1 MAILING ADDRESS TELEPHONE [phone] LOCATION
NC DEPARTMENT OF TRANSPORTATION FAX [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE
1598 MAIL SERVICE CENTER WEBSITE WWW NCDOT ORG RALEIGH NC 27610 4328
RALEIGH NC 27699 1598

\vA7�9 Office Use Only
ao
o o� Corps action ID no
I `H _� 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 the ® Section 404 Permit ❑ Section 10 Permit
Corps
_ _ _1 b_Specify Nationwide Permit(NWP) number _____ .__. or General Permit(GP) number 198200031_ __ _, _
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
1 e Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit
because written approval is not required'? Certification
❑Yes ® No ❑ Yes ® No
if 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 mitigation bank or in lieu
fee program
1 g Is the project located in any of NC s twenty coastal counties If yes answer 1 h ❑Yes ® No
below
1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑Yes ® No
2 Project Information
2a Name of project Replacement of Bridge#655 over the Broad River on SR 2797
2b County Buncombe
2c Nearest municipality/town Black Mountain
2d Subdivision name not applicable
2e NCDOT only T I P or state B 4715
project no
3 Owner Information
3a Name(s)on Recorded Deed North Carolina Department of Transportation
3b Deed Book and Page No not applicable
3c Responsible Party (for LL C if not applicable
applicable)
3d Street address 1598 Mail Service Center
3e City state zip Raleigh NC 27699 1598
3f Telephone no [phone]
3g Fax no [phone]
3h Email address jhemphill @ncdot gov
1

B Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID) not applicable
1 b Site coordinates (in decimal degrees) Latitude 35 3039 Longitude 82 1519
(DD DDDDDD) (DD DDDDDD)
1 c Property size 0 68 acres
2 Surface Waters
2a Name of nearest body of water(stream river etc)to Broad River
proposed project
2b Water Quality Classification of nearest receiving water C Tr
2c River-basin— - - , -- -- -- -Broad -- -— - -_ __ _--------
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
application
Rural residential
3b List the total estimated acreage of all existing wetlands on the property
0 02
3c List the total estimated linear feet of all existing streams (intermittent and perennial)on the property
69
3d Explain the purpose of the proposed project
To replace a structurally deficient(and/or)functionally obsolete bridge
3e Describe the overall project in detail including the type of equipment to be used
The project involves replacing a 101 foot bridge with a 110 foot 2 span cored slab bridge on the existing alignment with
an off site detour Standard road building equipment such as trucks dozers and cranes will be used
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project(including all prior phases) in the pasty [' Yes 0 N ❑ Unknown
Comments
4b If the Corps made the jurisdictional determination what type ❑ Preliminary [' Final
of determination was made?
4c If yes who delineated the jurisdictional areas? Agency/Consultant Company
Name (if known) Other
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
5 Project History
5a Have permits or certifications been requested or obtained for ❑ Yes El No [' Unknown
this project(including all prior phases) in the past?
5b If yes explain in detail according to help file instructions
1 6 Future Project Plans
6a Is this a phased project? ❑Yes ® No
6b If yes explain
3

3i Comments
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 individually list all open water impacts below
4a 4b 4c 4d 4e
Open water Name of
impact number— waterbody Type of impact Waterbody type Area of impact(acres)
Permanent (P) or (if applicable)
Temporary (T)
01 ❑ P ❑ T
02 0 P 0 T
03 [' PET
04 0POT
4f Total open water impacts X Permanent
X Temporary
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed then complete the chart below
5a 5b 5c 5d 5e
Wetland Impacts(acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
P1
P2
5f Total
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
5

D Impact Justification and Mitigation
1 Avoidance and Minimization
1 a Specifically descnbe measures taken to avoid or minimize the proposed impacts in designing project
An off site detour will be utilized thus reducing onsite impacts
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The North Carolina Wildlife Resource Commission(WRC)issued a Trout Moratorium on February 11 2008 for in stream
construction covering the trout spawning period from January 1 to April 15 The North Carolina Division of Water Quality
(NCDWQ)has designated the Broad River as trout waters therefore Design Standards in Sensitive Watersheds will be
implemented for this project
-2- Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State----- -
2a Does the project require Compensatory Mitigation for ❑Yes No
impacts to Waters of the U S or Waters of the State? If no explain Permanent impacts of 60 feet due to bank
stabilization will not cause loss of waters
2b If yes mitigation is required by(check all that apply) ❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes which mitigation option will be used for this
project' ❑ Payment to in lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank not applicable
3b Credits Purchased (attach receipt and letter) Type Quantity
3c Comments
4 Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached ❑Yes
4b Stream mitigation requested linear feet
4c If using stream mitigation stream temperature ❑warm ❑ cool ['cold
4d Buffer mitigation requested (DWQ only) square feet
4e Riparian wetland mitigation requested acres
4f Non riparian wetland mitigation requested acres
4g Coastal (tidal)wetland mitigation requested acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
7

E Stormwater Management and Diffuse Flow Plan (required by DWQ)
1 Diffuse Flow Plan
la Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb If yes then is a diffuse flow plan included? If not explain why
❑Yes ❑ No
Comments If required from la see attached buffer permit drawings
2 Stormwater Management Plan
2a What is the overall percent imperviousness of this project? N/A
_2b Does this project require a Stormwater Management Plan? _ ® Yes~ ❑ No
2c If this project DOES NOT require a Stormwater Management Plan explain why
2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
See attached permit drawings
❑ Certified Local Government
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 government s jurisdiction is this project? not applicable
❑ Phase II
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 Program Review
❑ Coastal counties
4a Which of the following state implemented stormwater management programs apply ❑ HQW
(check all that apply) ❑ ORW
❑ Session Law 2006 246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
attached'? ❑Yes ❑ No
5 DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements'? ❑Yes ❑ No N/A
5b Have all of the 401 Unit submittal requirements been met' ❑Yes ❑ No N/A
9

'I I
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 LI No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act ❑Yes [Z] No
impacts?
❑ Raleigh
5c If yes Ind icate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
—' Th`e North Carolina Natural Heritage database and NCDOT field surveys for Virginia spiraea Mountain sweet pitcher
plant&bunched arrowhead on 6/17/10 & 5/22/12 determined No Effect
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 impact Essential Fish Habitat?
NMFS County Index
7 Historic or Prehistoric 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 [Z] 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?
NEPA Documentation
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA designated 100 year floodplain? ®Yes ❑ No
8b If yes explain how project meets FEMA requirements NCDOT Hydraulics Unit coordination with FEMA
8c What source(s) did you use to make the floodplain determination? FEMA Maps
Dr Gregory J Thorpe, Ph D
a ,g cz
Applicant/Agents Printed Name Ap.lia t/A nts Signature Date
(Agents signature is valid only if a authorization letter from the applicant
is provided)
11

A g s f <
t5
El North Carolina Wildlife Resources Co rssro
TO Carla Dagmno, Project Management, Western Region,NEU
Project Development and Environmental Analysis,NCDOT
FROM Marla Chambers Western NCDOT Permit Coordinator �` "` Liu/171&112-1
Habitat Conservation Program,NCWRC
DATE February 11, 2008
SUBJECT Scoping review of NCDOT s proposed bndge replacement projects in Buncombe,
Clay Henderson Madison Mitchell, Surry Transylvania Watauga and Yancey
Counties TIP Nos B 4715 B 4733, B-4547 B 4987 B-4988 B 4984, B 4581,
B 4820 B-4989 B-5010, B-4668 B-4687, B 4851
North Carolina Department of Transportation (NCDOT)has requested comments from
the North Carolina Wildlife Resources Commission(NCWRC)regarding impacts to fish and
wildlife resources resulting from the subject projects Staff biologists have reviewed the
information provided The following prelimmary comments are provided in accordance with the
provisions of the National Environmental Policy Act (42 U S C 4332(2)(c)) and the Fish and
Wildlife Coordination Act (48 Stat 401 as amended 16 U S C 661 667d)
Our standard recommendations for bridge replacement projects of this scope are as
follows
1 We generally prefer spanning structures Spanning structures usually do not require work
within the stream and do not require stream channel realignment The horizontal and
vertical clearances provided by bridges allows for human and wildlife passage beneath
the structure does not block fish passage and does not block navigation by canoeists and
boaters
2 Bndge deck drains should not discharge directly into the stream
3 Live concrete should not be allowed to contact the water in or entering into the stream
Mailing Address Division of Inland Fisheries 1721 Mail Service Center Raleigh NC 27699 1721
Telephone [phone] Fax [phone]
1

get:- •• 1• Februa 1 2108
15 Only clean sediment-free rock should be used as temporary fill (causeways), and should
be removed without excessive disturbance oft eh natural stream bottom when
construction is completed
16 During subsurface investigations, equipment should be inspected daily and maintained to
prevent contamination of surface waters from leaking fuels lubricants,hydraulic fluids
or other toxic materials
17 If culvert installation is being considered, conduct subsurface investigations prior to
structure design to determine design options and constraints and to ensure that wildlife
— passage issues are addressed
If corrugated metal pipe arches, reinforced concrete pipes or concrete box culverts are
used
1 The culvert must be designed to allow for aquatic life and fish passage Generally,the
culvert or pipe invert should be buried at least 1 foot below the natural streambed
(measured from the natural thalweg depth) If multiple barrels are required barrels other
than the base flow barrel(s) should be placed on or near stream bankfull or floodplain
bench elevation(similar to Lyonsfield design) These should be reconnected to
floodplain benches as appropriate This may be accomplished by utilizing sills on the
upstream end to restrict or divert flow to the base flow barrel(s) Silled barrels should be
filled with sediment so as not to cause noxious or mosquito breeding conditions
Sufficient water depth should be provided in the base flow barrel during low flows to
accommodate fish movement If culverts are longer than 40 50 linear feet alternating or
notched baffles should be installed in a manner that mimics existing stream pattern This
should enhance aquatic life passage 1)by depositing sediments in the barrel 2)by
maintaining channel depth and flow regimes and 3)by providing resting places for fish
and other aquatic orgamsms In essence the base flow barrel(s) should provide a
continuum of water depth and channel width without substantial modifications of
velocity
2 If multiple pipes or cells are used, at least one pipe or box should be designed to remain
dry during normal flows to allow for wildlife passage
3 Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment Widemng the stream channel must be avoided
Stream channel widening at the inlet or outlet end of structures typically decreases water
velocity causing sediment deposition that requires increased maintenance and disrupts
aquatic life passage
4 Riprap should not be placed in the active thalweg channel or placed in the streambed m a
manner that precludes aquatic life passage Bioengineenng boulders or structures should
be professionally designed, sized, and installed

Rn_y_—Scnopnggs 5 February 11 2fOR
must be well maintained Public access should be coordinated for this site according to
NCDOT guidelines and agreements with NCWRC
7 B 4581, Mitchell Co ,Bridge No 57 over White Oak Creek on SR 1199 White Oak Creek,
Class C Trout waters is not expected to have significant trout reproduction, however it flows
into Cane Creek, which is managed as Delayed Harvest Trout waters by NCWRC and
supports the olive darter(Percana squamata) FSC and state SC The state and federally
Endangered (E) Appalachian elktoe (Alasmadonta ravenelaana) inhabits North Toe River
further downstream Stnngent sedimentation and erosion control must be well maintained
8 B 4820 Surry/Yadkin Co Bridge No 338 over the Yadkin River on SR 1420 and SR 1190
(Gwyn Street) The Yadkin River, Class C waters supports good numbers of spotted bass
--- - - ---n-- and smallmouth bass in the area Stringent sediment and erosion control should be well_ _ -
maintained No additional concerns are indicated at this time Standard recommendations
should apply
9 B 4989 Transylvania Co , Bridge No 148 over Lamance Creek on SR 1326 Lamance
Creek Class C Trout waters, is located m the Nantahala National Forest Game Land and is
classified Wild Trout Waters by NCWRC A moratonum prohibiting in stream work and
land disturbance within the 25 foot trout buffer is recommended from October 15 to April
15 Sediment and erosion control measures should adhere to the design standards for
sensitive watersheds Public access should be coordinated for this site according to NCDOT
guidelines and agreements with NCWRC
10 B 5010 Transylvania Co Bridge No 27 over Rock Creek on US 64 Rock Creek Class C
Trout waters supports brown trout in the project area Oconee stream crayfish(Cambarus
chaugaensas) state SC bog turtle (Glyptemys muhlenbergaa), state T and federal T due to
Similarity of Appearance, and green salamander(aneades aeneus), FSC and state E, are
found nearby A moratorium prohibiting in stream work and land disturbance within the 25-
foot trout buffer is recommended from October 15 to April 15 Sediment and erosion control
measures should adhere to the design standards for sensitive watersheds
11 B 4668 Watauga Co , Bridge No 29 over Cove Creek on US 321 Cove Creek Class C
waters supports trout in the vicinity and downstream in the Watauga River Class B Trout
HQW waters The green floater(Lasmagona subviradus) FSC and state E, and hellbender
(Cryptobranchus alleganaensas) FSC and state SC have been observed at the confluence A
moratorium prohibiting in stream work and land disturbance within the 25-foot trout buffer is
recommended from October 15 to April 15 Sediment and erosion control measures should
adhere to the design standards for sensitive watersheds
12 B 4687 Yancey Co , Bridge No 105 over Little Creek on SR 1411 Little Creek Class C
Trout waters supports rainbow trout in the project area and flows to the Cane River also
Class C Trout waters The Appalachian elktoe (Alasmidonta ravenelaana), federal and state
E sharphead darter(Etheostoma acutace_ps), FSC and state T, and stonecat (Notuuus /la1 us)
state E occur in Cane River A moratonum prohibiting in stream work and land disturbance
within the 25 foot trout buffer is recommended from January 1 April 15 to protect the egg
and fry stages of rainbow trout Sediment and erosion control measures should adhere to the
design standards for sensitive watersheds
13 B 4851,Yancey Co , Bridge No 31 over Brush Creek on SR 1308 Brush Creek Class C
Trout waters, is not expected to support reproducing trout in the project area It joins the
North Toe River, Class C Trout waters,just downstream, which is inhabited by the
Appalachian elktoe(Alasmadonta ravenelzana), federal and state E, and wavy rayed

- 1
6,' { , N).,...„„, i N
,O a w
- \ _� 0
- - - - - - - - - -
i 3 -,J.
C• C
VIA ) N `Y N U Z Z t
AsA. K
m
p' a ..,, o 1 #•
? t Y, 6- A u: LL
F- -
u)
∎ y r/ .Q C C y i
s 3 `c.1-,F M p
M z
s a
. re,, r*, E En
19
x J l0 10 4)
c., ,,? I)) N F -
gC y� p U 0 U
� a„ s g 0
-
c Elc u, m Z E o
c F' c�i E
L O1 Z w E m E u o
'11— W O m m N o 1.
w o y`o�a a a a L
E
c
en
i m t0 Q ¢ ' of a c m °
r z 3 c c
o ,C
`mE`pa�'o o 0 o w
�' �W c z y E a
14,,.. 3 a t�iz w 4= m > ° E CD
P,,L �'-� E m N M Q Er r L A cc
U,- v O a
,
m °
Z
m
-
1 t c c
'ri.
't, Z ,, 0 0 U
nn 7 E CD
m t co Z ' c
yW J , M .
N P an N I
1- ,t d (' ' c N y
St' & d
St Z' m m` c co 1,
�X� , o , erg, o ,
d
e 4 S" - h'4 v ° a
L.4. -. c m 0) N 11�`
aL F CO a d m ? 2
c- p t-. « >, m c -o . .)
4 a� a k _ d H c 0
`,, .
k t . a . — d a) Y 0) E
m
4 4, r ' l r 7 d D
Cc ,F,
; O m o t'
i, = ,
.a 2 O
7
2
Lo la' ,, -, V m m E E w 1�
Y N a m Q. a)
mE y u E co m to
m
rb s m co
3
w E
a) .9_,)
.o
6C3 r s FJJ CV o C, ° N N ,n y a
,y
r Nd Z o o o 2
` o. C'4 1°
m a
EL'
A t.S Q N m K
) lei
) : r° i , N n
1 a a Ill'
o N
m 0 a
F
5
�� t Z cr _ s
mt ? J LL Q

C. \ ''''.,,,,,1
VI
0
v
X090 -L- PC Sta /5+79 30 2 \, \\ 1\
F-P g
O X X
X
0� \P� PN l I
i I
0I I
\ \ 0 I I
71 1 I
EXCAVATION
E // / /i
F /
R
C
F IIQb NU/ , \ \ -z)(1- 10 r '
� P 7111°°°-'-' .041ir N.N_
I_ �� ST1NG/ - - -- - -
-a_ ■
/F EXISTING R/W i� I /
I C ///
::7- ,,,, 1 Ti();I BANK
STABILIZATION / / 0 /
/ �P><
I / -
//// /J/'/ .*/
/ ■
1 / ,/
WOODS �_ / 4 it /�
r / I // ,/ 1
, _ ,
33 DEIJ�EARIGND NCDOT
"� CCL I.'-r i w �J YP VIEW DIVISION OF HIGHWAYS
BUNCOMBE COUNTY
�v DENOWEFTLA I L IN PROJECT 3848911 (B-4715)
DENOTES TEMPORARY 0 ■ REPLACE BRG 655 ON SR 2797
Al IMPACTS IN SURFACE WATER Atli l blIV4111VI
GRAPHIC SCALE OVER BROAD RIVER
DENOTES IMPACTS IN
SURFACE WATER
SHEET OF 07/09/12
Permrt Drawing
Sheet 3 of

CV
$ § \2 3
} / j – < _
- - \ � ( 'I-
co `
ƒ\ \ \2 # al
g ( / = e - o =
) \ o
<""
- ® [ e / -
e m
Q t o 0 a
Eƒ o a) § § 0 &
/ ] / A § / 2 S ( \ j \
® 0 - ƒ
< o CO
/ . . _ §
¥ \ � 0 /_ moo N 6
$ m \
2 \§ 0)G \, $
2 o o
• Em /3 v v
�
I- - -
1 E _-0 � c cn
= o o D
5 I _— v V
■
a 7 =ƒ
2 ( ( \ ca
, -i � \ 5
R \ = z
w < CO
\ \ k
z• o cc
/ o
\ m 0
=z7 — k
E = a m 0
/ ® ) - 3
m
2
CJ / j
al _ = 0 0 0 <
/ § % Jv V § 0
4 <
<
= o 0
2 0 0
@ o �
o v- < <
\ ~ N0 H
$ $ r 2 «
7 C \ }
U) <CL
u CO / 0
i H?o N
\ / \ O 0 <
7 } \ E J ±
§
LO \ / /
H• 9
CI)
J o / \
22 0
. . - - - - - - - - -® }
Perm■Dr8Nng
S''('Pt 6 —of

PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO NAMES ADDRESSES
2 CHARLES OWENBY 161 PONDEROSA DR
SWANNANOA N C 28778
3 CLINTON HALL 136 ROCK CREEK RD
BLACK MOUNTAIN N C 28911
NCDOT
DIVISION OF HIGHWAYS
BUNCOMBE COUNTY
PROJECT 3848911 (B-4715)
REPLACE BRG655 ON SR 2797
OVER BROAD RIVER
SHEET OF 07/09/12
Permit Drawing
Sheet of

I II
$$$$$$SYSTIME$$$$$
$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$
$$$$USERNAME$$$$ I 09/08/99
,(CONTli RA' CT: 3848921 TIP PRcSJECT: B-4715
'
I
- ° °i • °
v ,t oll z
-am u, O v, w �1 r
}
3. �= {�� = 1ja! Broad �..:... 1 � 1
'*E! o m o o 1 1l, $'
m V +'1 i [n
2 ? Z b ti Gm to I V cb
zr b Kz 4
D� �I o ,� o R 1 to
+ 0 ,,.. 1-.3 lir".
S °o y ''C C 1 z +� ,■
Z 0 v \ \ ■o to Co) a `l k
A b l
ci ° o o C ' \ Q1 I t p� �
a�< -1o < 0, N \ I y
N II it it it II II II I1 �' x 1 \ cnn m' °" __I--230,2.-- 1
1
O
II -1-'w Os elm b zy \ ^'
I- \N OC7 0 N •� 1
O rn /C}1U�0o�'1
p x a , ` pio4.1aLfn21 I /
_ ' 1
r' -1 ,- 1--
1
1
O m m 1 11
_ I I \ \ r
m
Z
0 M�
o rn —1
H \ - a
k \ 0_. _ _ .Z ( rn . ' ' `
s
V
.- , p., _, -. htl - \ \ - 1._ _ _ _ 0 W
\ ,EjLij A IC , ,•1'
R
R
Z - 03 Z Z r. co Z. ,0,
■ En / I F , ti
m v � N ( / >
I O'g II I k r c / / z
N > o 0 0 �sy
O^' N 0
Z N D x a, �
7=1 s \ C a
F m 2."v6 m m rn.a m \w � kri
`
I E i
r
2Z
O
II
0 nZ m -- ... _ _ _, '-- >
C3 En 3
' > E 8 ',-.. '--------- 0
' 9, .-3 r•) tj R - )".1 -, 0:=1 N, ,,, a 43 t—I
, Y 'II 4 -- - ---. , --%4 0.....,
,,,u) .,.! ...— \
0 ,
P p `.
, ,rT, .\c.„'.‹ 10 \ \ AO/ -GrAfei - - ---- r)
v8 vv
0 isq \\
O c
\\\
,< \\ CC)
b \\
t \\ y
cq \ a 2
n ti z]
H ulM N ° R
e
b W
ro a 1-1 t V
hi NI t�) BpA N a J j ;
z ooN4 Ngp83 ,
8 88 °z
1 s P4PION I}4:
Z CI-m
*1 0 Z y 6

$$$$$$SYSTIME$$$$$
$$$$USERNFIME$$$S I
i.. .. . - _ _ ._ .. .. _ ..14 4 .._. ,.-
. . -_ 441,4 1441 .1444._ _.. ... _ -..1444 /
.q 11
`'I 44
:e.1 1.141
I:
!1 11' 1
1 :..441 1
1°1.P 1 10 1 1 :I 1 ; 11
E� I II
I l
:17, :C :: �� 1 :� 11 1 1111111111111111
' 1 1 I.
1 1 ,I, A
.11 1111111111111 1
M. .I
Arin 11 1/1 I
Ii ;; 1.414: ::::11
: II
:,.,, '�
II q ;
1 111 14.11 I= 1'
I E I1 L
1
r 1
: L :I I1 1 I
A 11 ` 1 1
r� I
II:_
I' I0:1 :11::: 1:_
1 "11 1 r '1111::`:i 11
.
11
An ,, 'I E I 1 1uu1 :
11 1 1 6:141.44:
1 II II 1 1 911 11:::11111
: f: I M 1 1 9mme C1..::::1: m,
xlT u.1 :..':.... 1. 144..
:� C : i ,. 4..4
.:■4
Y
I I •.r u .
Cr:.1,11 il I IJ
: R ..u4.I r :I
1 n IE 1',
r 11
111. ,'\1.4,111
'I : r1 _1111 I
1 II r, 11 , I. 4.
I y 1. ■
:ICV I, ■; `.. la
11 ,�..�� 1 '4444..
•
i1 11..1' 11 r I
IICV II „ 11 ii41.:E 111111...4.°:.,1....4
p n■ ' �11■1J 1I�. ■
e ■
`E 1 ....11...1 '
s - 9.1m..■ �,■U•9 L 1 E ■■:
17:1.: a c.
1' I: II■■■L 1 ...
Ili1
�•1 II II I.14I II :
II I1iG.i1 ■11
'II 1I IiIl•L!ijY 141 1 1
I it .1•.J 141
:11 110 AMMAN� MAINE
1 :1"'L lla4 rlr: II 1,11 I 0-
.q
i .4....
•.E 1111 1 ■• Jr_ I I : 11
iii,: 9 r, '
: !w. 1 R
,1' 4111. 114!1 1::..I i1 :: 1-
;' "0:11:::..n..:1111y,Iw��r11::::111:11.....4.: �1:1:1.4.4 111:C:11:111:' :......E...y........C1:1111 _- S�. 111C1.41 1
:. _ .V 1.44■11 ■ I.......4.V I
AMA
INN. 111'411 --_-i. ..� - _-C...I...O..iR
;1 ■ -- ,,11 11- w4ur, 1
{:_. 1I �J : I.. X11....1IUII Imo=' �rl C.1,' '1.144..:II L.: G:U.: :
71-- 'a I iGi 1111411►" G - II1II - ■. -- I
IJ >_ nu.uu4w1■► _ "' -131. Iuu :
II --� - WHIM 'Y1 --- IIII I i :
1 I -e II uYIr1 ■1 ■ II 1
(1 . '.L,.L'r- 1111 •':,1 I
.7; 1., u4.c-� •.unv.I
3. I I 1 7C r ar :-= Jul :
I 'I'' 1/ I :I:ria II :C
1 III 1.IIII 1 :
.II III III •
.d•, 411 III 1111 1.•,
i - 1 11.14;. 1 111 1,4..11
�'
1 !I'_: i' 1ni 'I: 1
1;444.1 1 : ,'- AU J 4441
C 1
a ;gip II 1NL
.. . I 1011111 I 1
' ;I J 11..:':' 1
E11 ,; I MIMIC 011 7.
IIr" .J ANNUM 1 11 1111111 1.
,1 II :
All
: I ;. II r/ 1
`1 II II UI:"° ..:C 1:1111 :q
4:.'
i. It IIII 11�/\.!• II
'1 1 4 II
1 II .4■ : 1
II
I :
.. -••. 1555;ac q
1 y 1 II '�I■■..111'I G'
I :14."4...41.44-..
I, II ... II
II 7.11-_--1..:. 11 1
'11.14,11 I.I4r°•- 11 :
■ I ...I_ .■..,- 1 IA
Ir.l II --- Y.744'„II- IUI....44
41...II1.1 171.:. 11 1
E ,I - !=;:'_.. Ii 11111
IJ
CI'
a..4m5dii; 1
1 11 : r il`■..4,:11►r.-1 ...1E 1 1 :
1 ,•.
1 1.I \...I: 1
. II 71!.1111 1
'II:
UMW 11
/7 1. 1:_
h II : 1 1`:11::11
II I: U
II
' 1 1 II
1I 1
4
L
: I.
9 E 11441 ,.1:: AI
ilia
E :I
11 1 Mil ti'
LI 1I
'J E E 1 11 1
11 I ' 1 E : IC :1Gy 11
CA ,'f1 I: 11 1 : o
Sh. 11 : La..o'
." 1 : 11 1 1':IE r.
•� 1..-1 n Z
1 1 w In
_ Z
2►"�:� 1 1 I I: 1 11 1 111 C..■�II
II 1
II
:Oil Xm
il
1 1 17..II
'; •.. �.. ,M •1, :.. %I 1.. .. .. i:� 11 �I1 fir, 61.3 961 mil a 111 .
.ti - 1L i.
I -- •- - ... .:.,M ... .--, - ---

I i I
I
3gggggggg SSyySS77 MMff i
SS3S ¢SiSlin SDGNS$S S S$$$$$$$$$$$
,Ss$$ cFRN•MFRR,t 1 8/17/99
N N ha__. 9
O O
rt
� 1 c O '.O O
• O O / I 0
: 8 h
C / tn GJ Q
T
Q
!1:
_ :
o
° 'C L
CDI CO IIII: C a " ro rn
O '
IA\ -0 114
li
1 1 1 X r, P O
I \ � o -1 c.
�j M a
+
!: ° ° l r 5 1 3 Q
I E \ \ co I
Li I
il aa I CI 1 1
CFI i
r:u•!I N
w
N :_
awl t,a, I \
\
c I : : •nt!' a v 1 1 Eyj
E:: : . II ° , 111
�
"\ -: O
: -
w ,, PP
x
-�- I 1
O I " "� 'I 1 .. L J r k
::::::
4
X
\ttri-X "-'f—- ---- -S.------1 ,
J :C III .., II■L■■.Il'r I
iTi ]/��r " 1
A i`- r'.119. ■■uu[rerru[a[
maw: ma
on: ■■r ' g i -
■IC- r _. 1.1
1L+
—8 .■I I in, I ^� s
+ \\
1.11■•'
Imo? :ii:� acsy_ ,..7',
a� `iltiO CD I
L '�L...L...'►.r. : i�L: C.. ::.5 : 1111: 1....1............' \
IS�: ��
rill'.
r
%if/ i
laJP IFgt.&m \ `' I I
` icy+y
!:11:11: ^► tiii .i \\s9\\ \ \
IFIS�� n' 0
,:. w �� V Vv �4� cn
un� 'S I .■. ■0■61:, ar 4 y
i.y ll■W■111■Il / �. `� \Fr'9 .Adairt N w 1
/ I 4^ O
': '� un i t \ \\x a° \ ��' d •
\ s ao
..... �•: _ .._ ■311 .lr� \ \ .. -''✓- — - -
..; . .„.... \\ ,-6 4*Isssi 14
1 g �O
1. ...41:u. - ., a a. a. a.. .. \\\ '" N
.,,�• I
•
I: ' 1� 7
• • y: i.ur.iuv.<<■- \\
. ■uli yy
:wont:.
∎!ml GJe : .mmr■mmilm[gal \\ �•
C.d.Ill. '' 111iravt4inuaaar: \\ CI
• Wi v a►sr_a+u►_■zanlfU■mau \ of
ar! 511►6■aa■II • 1Ii1lti■.:au91 4.
An a■;ai.cir_r■r�rtr_ _ 11 I 1 rli r
.a■ ■g: tyco■r■ •r..�liulltiat•1 r
X11■:■C.0 .7F.•.■Jlnl� a \1 1 Q to I
lommIN 9 �al►r:. 1 tv
: y' P.■ ■:, .ILGU1■ 1 l
11
teI[,r,. a/' 1111 O to p
r..r.. ..
�, q 01
• S N8 rn
E L : = L■: ■ s !. !' m0 =9G► ,: ...0a■ L •• s ■N \ w
co N -1
'C Ya■■t.^ � ■114WI �■if,.iI.]i11 n' • �„°, z c°m °m
V �?r= ,.o c° 2lo 5 v1 Vb88
. •, Rte, D-1 RN nrn Dm m: :
D2
e ri
oz
D
• 0rn °
O
(m y S� &'•-<> W
.r an p s z _ y Z ttl z[� T p A s
z v,oCI
o
gi
aC '"c o
w : : ; 1 2 r
co
ngCV Is
o

SSSSSS$S SAS Sfl GN$$$S$$S$S$$$$S$$
45kgR SFRM•MFtfi•A 8/17/99
1..) IJ IJ _ I_-_-,.---rt," ..?x72,-,1,:,ze .„'- , ■._,--___ 1
ir, ‘\-- '2"AZ, t.''--... ' .'s''' 7g
, 1 ( Mar' FO V)
.1 /// iu 4/ O " ____,// \ c)------.- L '-•..,----.---, .__,_— ■
+ i i I)/il) 1 1 � -
@■..: ggIIll i� N 1 \ /J \\I\e:t1 I 1 c % o/4 _ —'/
111J1 i / / ( \ O
� N a
_. i r \. —I-119 k 1 1 7 ---
J€
o 'E::::: :° �i1IjI I 1 / 1\ J /'� \1 \ � / l/ �— / —
I■ f , Iw / / ' \I \ `i I I ) ` _i ) \ (
li; MI E.,■ II1 I \ \ —
■. III,III N / �.�4.—. , �., g 1I j 111 J/ of \\ \ / 2
I
+ ., , m —
' N
::..ue i•�� - - lug \ / , la 1 _ , „..„._
C : i _ II��\lil\�1 \ \S�" hlg 1 � '� _ / ' / Oo n■■' f 111 I A4.., _ 1 e \ _I _ / y1 R�
'■ it1111Pi 5 I b
La ::::�i i C : �•,C : III�II l `/ \�o x' / a 1�1P
I I_J (9 16 li .
\ ��a( p—
/ — \z . 4 r, —
1 ■■■■ , 11 \ — 1 1� J
ii■■■1 �I � P. car'■;■ 1 ��l L -i ��I/ '' _ / J // ■
c sl,, :::^■uumr,�nru■,; /1 / /— ,1�jft�( /,�$ *)I I 7,:,j"i/,
o �' n.r � C1 �l�\\\ ti chi �.., \\'\ \i / /
O t' ■;,, Si �s.■ I \\� , �ze v— 'll 4i� _ /-\\\-- ,,''''
� ti / // /,�e'� „�/
I'::: ■ _ p =7� \ 1;' ) ill r JC ✓//
: ' ;� --�:u'i , ,ii Ja���\ / \ m 1 I� I��\ v� J I l/� ,�/�/� //
-wail. r 1f—` \ )� ' ���` \�i ti �� iii /�
Ca..... i' Mil_ iii \ € \ ) ' r�0— — �°� ttr } �� 7Y /jj///://
■■■■.� m ■crab is .. ft-- �� ^ee �' /
+ 1111$1:i ■,.cr�r� it �`.!�°�\ 8--- _ ) C �^%/li%13/ /��\ .� J Cs PIM�■.:■■■: :n■: !tr lni■■■ ■■.■ \ II 7...., \
kl,, EMUNK - \ '-'- ---7-5'' 2 /s . di tikla. _--_, 4s.--
+O '■ 1 I . ' 'Will .: \\� \ eyr �z 1 ' ��� A .r =zs3� I
-.<7.--\\N \ �7 "k-1 . iii : I 7 v
/
: : eu a /\'�\ 're ' /G■ c a
\
J
Nk. . ,,,,, ,_,, al, 'y / ,
, s ----R- — --_____ —,OK ,---%; ,-,------
�r �\ 1 \ CI Fes' i
or i. 4,,...=.:,. �� J/ i ip�
ryP Z
is 'r � \i �\° "-* J Y�
• Gd■l•• .`4►P.■v■,.�,011•■y" L'.■�, ,�Ydylll ,=..,
I; :AG ■�LiIY■ai■fq \ \�i fl l\\\\\'� .�)/
77 �tt■■uf �c�■_ \\\ \
:elml.h, ._uq.a■7:'arr■:■r ■' a �y.
':: is g■i� r■∎rraei■_ - I \\� / / /
�ri ..Sr.■.¢ae:.ri.Nl.r■u■rnu?a \\\ \1 ti �re 1> ,/ // ,_\ai tea► ■'.iur,-r.ndY■�,,.r
•nu ■auuum■;aa>.crrtrf-..'r`r= \ \ \ / / 1 i,� t` 2 /
$ :ki:aa�.Eeca.aauyac= , \ ‹..„`•-....----. � // \ 1\1` I I O N ,V.41,44//Ii/J/ —
1 -A I DIM/ �i:�iu�i■°iii�iiQ:�iiaiQu■k_
,I nn uueit ►�ro9{i�r..��.i• iar■x_ a WI-- 9 �,� t-ea IIVV ~ :t
cram ar.• - ` rig S.-1 kl
5u1, .a •
LA s� -,0 rro
5 : Z--nm am mu)I i i i . 0 2m v; 0D
i;.-':': ,„m r- _,-0 z
C X/0 z �� °
an a
nA
::::: p *� Z om — o 'E
`fir'. ,:. zo rn b o O'
'. si Z Crl < a
I`f '.I:::: C •��, o
r•
to
4 ° i Tg
�r
. ■ z
{ '
41F! A ;=!
!

I1
t
' r ri v
lu Z
12o
Pt.
Q a
� d
U „ II e 4e .
I � a
I H +P N N 44
II
NI-
.. 0. (I ''o .
km
C H
a —N 1 L i i
m n
co CZ' pc>li O
k 4d t rmirmi .O O a f.9 a
y I 0
p(i)1.3 z0 11
`\• W
I a, U k \` '-�U
y
tq CI
m \\\` >'
b \\ 2
pi
\\ p qq
\\ bN O
to
\\ c Q
\\ ..c.? °
\\ y
^
j 1 / 'l _. / \\ �+
` / \..` } d
wig 1
2 dite* AA* \CZNN> .\ . ...to)' pi c" \\ _ z2 o4
i ' � . - _ " II cV o ry 8 x�a
. \ / `\ /1 O U Oti w�,
rgj ` \ i 1 //! W x YO i
, ,„„„c4 0 w
w
C 13
P� o i
® �` J
I ON
( \\ \\ W Fi N
OW® \ y 41 A N
0 e.i co)
‘..'1 P x/41 i I � \\
\ 0 IQ
� :12
Q _ _
n 1
,..._, ,,
Z
Fi ., .._
„,, ....., 0, i r V.N3
g 4' 144 C
_.63
N® 0 'I� k I IA N ° w
Z w I
/ I 0 ° MI n
z
li 1 W I 1 I 0 pi Cy O m y y m
® b 0 / ~ R R,/ x
R R w
C� 1 `®i o F ` ` V
W z D t=i m i / Lm m ,n■
° y o o ^ y
i=i V b
Z el z z
® / 1— F- a n i U U o
U
Z
` it [s4 O O
AO 1 �__ O O_ d W
W r m i F
n/111
of
, \ >- a
� / / \ _ W
C7 I p 0 d
h I J
-
II \ ° III � � a
1
1 O J J O
1
t I = a
'ut a }or. J U
m 1 ' ; Q M �o el II
E ', \ ( x II II II II II II II II N
o� '' t")Li, Aor 1 y oo = n � > D gwr ®� '' 1 4 0o z
gip .. ,x as 14 U °o 4 O
as
, w a � J NI
' i te 14 4 J
1-. W I ; o ° 0 C S° O N h V U g n n
1 Al r4
U3 CA Cl/
0 U _n vi 04 J E a
oe
Nms � NEoOe t
° o o
,,C
66/90/60 $$$$31A1VN213S11$$$$
u5p 494. Apd SILb9\fo.Adyompood\d
GO II ZIOZ AVIV 60
s*
I