20160401 Ver 1_Public Notice_20160518

M
PUBLIC NOTICE
US Army Corps
Of Engineers
Wilmington District
Issue Date: May 11, 2016
Comment Deadline: June 10, 2016
Corps Action ID Number: SAW -2014-01633
TIP No. U-3301
The Wilmington District, Corps of Engineers (Corps) has received an application from the North
Carolina Department of Transportation (NCDOT) seeking Department of the Army authorization
to permanently impact 4,033 linear feet of stream, 0.07 acre of wetland, and 0.10 acre of open
water along 4.3 miles of NC 63/Leicester Highway in order to increase traffic carrying capacity
and improve safety along this section of NC 63 in Buncombe County, North Carolina (TIP No.
U-3301).
Specific plans and location information are described below and shown on the attached plans.
This Public Notice and all attached plans are also available on the Wilmington District Web Site
at http://www.saw.usace.anny.mil/Missions/Regulator_3 PennitProgram/PublicNotices.aspx
Applicant: North Carolina Department of Transportation
Project Development and Environmental Analysis Branch
Philip S. Harris III, P.E., C.P.M., Natural Environment Section Head
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Authority
The Corps evaluates this application and decides whether to issue, conditionally issue, or deny
the proposed work pursuant to applicable procedures of the following Statutory Authorities:
® Section 404 of the Clean Water Act (33 U.S.C. 1344)
❑ Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)
❑ Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33
U.S.C. 1413)

Location
The project area is located in the Mountain physiographic region of North Carolina, in the
unincorporated community of Leicester in Buncombe County, North Carolina, just beyond the
City of Asheville's city limits.
The proposed project is located along 4.3 miles of NC 63/Leicester Highway, from SR 1615
(Gilbert Road) to SR 1004 (Newfound Road).
Project Area: 4.3 miles
Nearest Town: Leicester
Nearest Waterways: Sluder Branch, Newfound Creek, Gouches Branch, and Dix Creek River
Basin: French Broad River
Latitude and Longitude: 35.6207 N, -82.6540 W
Existing Site Conditions
The project corridor is surrounded by steep slopes as well as open, flat areas used for farming.
NC 63 is a primary northwest -southeast transportation facility for Buncombe County,
connecting Asheville to Leicester and the northwest portion of the county. It is designated as a
major collector within the Leicester community, and a principal arterial closer to Asheville, on
the North Carolina Statewide Functional Classification System. The corridor of NC 63 along
the proposed project site currently consists of a 2 -lane, 24 -foot roadway section. The roadway
has a slightly undulating vertical alignment, along with several large horizontal curves. Existing
right- of -way along NC 63 within the project limits varies from approximately 35 to 100 feet.
There is no control of access.
According to the applicant, an examination of the Proposed Land Use Map within the
Buncombe County Land Use Plan (2013) shows that the land adjacent to the project corridor is
slated for low-density residential with a mixed-use node located in the established commercial
`center' of Leicester in the vicinity of Alexander Road (SR 1620). Parcels in the project area are
zoned as `Open Use' which is the least restrictive Buncombe County zoning classification.
Furthermore, the plan contains additional maps that show pockets of privately -owned available
land adjacent to the project corridor and that there has been recent scattered low-density
residential development and very limited commercial development in the vicinity of the project
corridor. Although some residential development will continue in the project area, the amount
and density will be limited by the lack of water and sewer service, some topographical
constraints, such as steep slopes and some flood hazard areas, and the presence of conservation
properties and Voluntary Agricultural Districts (VAD). While properties enrolled as VAD's
aren't afforded any special protections, it does demonstrate a commitment by the
landowner/farmer to keep the land in agricultural use. Any development will be consistent with
adopted plans and ordinances.
N

Jurisdictional features within the project footprint are located in the French Broad River
Drainage Basin (United States Geological Survey [USGS] Hydrologic Unit Code [HUC]
06010105) in Buncombe County. Jurisdictional streams that would be impacted by this project
include Sluder Branch (N.C. Division of Water Resources (NCDWR) Classification C; NCDWR
Index No. 6-84-5), Newfound Creek and one unnamed tributary (UT) of Newfound Creek
(NCDWR Classification C; NCDWR Index No. 6-84), Gouches Branch and one UT of Gouches
Branch (NCDWR Classification C; NCDWR Index No. 6-84-4), and Dix Creek and one UT of
Dix Creek (NCDWR Classification C; NCDWR Index No. 6-84-7).
There are no designated High Quality Waters (HQW), Outstanding Resource Waters (ORW),
Water Supply I (WS -I), Water Supply II (WS -II), or Trout Waters (Tr) occurring within 1.0 mile
of the project area. No Anadromous Fish Spawning Areas or potential habitat areas are located
near or within the project study area.
There are no streams listed as 303(d) waters in the 2014 Final North Carolina 303(d) List of
Impaired Waters of North Carolina for turbidity or sedimentation within 1.0 mile of the
construction footprint.
One natural forested community (Mesic Mixed Hardwood Forest) occurs in the project study
area, as well as one additional community (Maintained/Disturbed Land) that is the result of
human activities.
Applicant's Stated Purpose
According to the applicant, the purposes of improving NC 63 are to (1) increase the traffic
carrying capacity, and (2) improve safety along the subject section of NC 63, as both are needed
to improve travel between Asheville and Leicester, as well as to decrease the crash potential
along NC 63.
Project Description
NCDOT proposes to widen 4.3 miles of NC 63/Leicester Highway from SR 1615 (Gilbert Road)
to SR 1004 (Newfound Road). The roadway would be a three -lane undivided facility from SR
1380 (Jones Road) to just east of Gray Fox Drive, then would transition to a four -lane divided
facility with a 23 -foot median that runs to Newfound Road. The alterations in the roadway would
result in the removal of several driveways and structures along the NC 63 corridor.
Proposed improvements include flattening several curves along the project roadway by utilizing
existing pavement and extending several existing culverts. The eighteen intersections that are
currently located in the project limits would still exist after the road widening, but some would
be realigned and/or widened, and the intersection of NC 63 and SR 1610 (Martin Branch Road)
would be signalized to further accommodate traffic needs. The proposed improvements to NC 63
do not include provisions for a paved sidewalk since there would be 14 -foot wide outside lanes

within the three -lane section and 5 -foot paved shoulders within the four -lane divided section to
accommodate bicycle traffic along the roadway. The design speed of NC 63 would increase to 50
miles per hour (mph) due to the wider roadway and straighter geometry. The recommended
posted speed would be 45 mph and 35 mph within the Leicester community.
Construction of the project would require the following impacts to waters of the U.S.:
• Permanent impacts to 4,033 linear feet (If) of stream, 0.07 acre of wetland, and 0.10 acre
of open water (a pond); and,
• Temporary impacts to 353 if of streams.
Permanent impacts would result from the placement, replacement, or extension of culverts; bank
stabilization; other placement of rip rap; embankment/road fill; and stream relocations.
Avoidance and Minimization
According to the applicant, avoidance and minimization measures have been employed
in the project area to the maximum extent practicable. Listed below are some of the
measures that would be implemented:
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will
be enforced;
• NCDOT's BMPs for Construction and Maintenance Activities will be utilized;
• NCDOT will implement installation and maintenance of high quality erosion and
sediment control measures;
• Rip rap pads at drainage system outlets will dissipate flow and reduce velocities and
erosive potential;
• Unstable eroded stream banks will be stabilized with rip rap armoring;
• Low flow conditions at culverts have been accommodated with the appropriate sizing,
grade controls, burial, sills and baffles;
• Where possible, streams were daylighted where existing pipe/culvert configuration
existed. See Table 3 below for stream length quantities that would be replaced by
pipe/culverts compared to ones replaced by open channel, and;
• Existing drainage patterns have been maintained to the maximum extent practicable.
The applicant has also incorporated site specific measures to maintain water quality which
include constructing/installing grassed berms, grassed lined ditches, vegetated swales, energy
dissipater basins, and preformed scour holes.
Compensatory Mitigation
While the proposed project would permanently impact 4,033 linear feet of cool water stream,
1321f of this would be due to bank stabilization. Total permanent impacts to streams, minus
bank stabilization, equals 3,901 If.
al

The applicant proposes to purchase credits from the NC Division of Mitigation Services
(NCDMS) as compensatory mitigation to offset unavoidable functional losses to the aquatic
environment resulting from 3,901 if of permanent impact to streams and 0.07 acre of permanent
impact to riparian wetlands. NCDOT proposes to mitigate for the permanent stream impacts as
follows: 3,2791f of good quality streams at a 2:1 ratio and 6221f of low quality streams at a 1:1
ratio. The applicant also proposes to purchase credits from NCDMS to mitigate the 0.07 acre of
wetland impact at a 2:1 ratio.
Essential Fish Habitat
Pursuant to the Magnuson -Stevens Fishery Conservation and Management Act, this Public
Notice initiates the Essential Fish Habitat (EFH) consultation requirements. The Corps' initial
determination is that the proposed project would not affect EFH or associated fisheries managed
by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service.
Cultural Resources
The Federal Highway Administration (FHWA) is the lead federal agency for this project and
approved a Categorical Exclusion (CE) on August 4, 2014.
In 2000, NCDOT, for the FHWA, investigated historic architectural resources in the
U-3301 project area and established the Leicester Historic District and the Harold Clark House
as properties eligible for listing in the National Register of Historic Places (NRNP). Project
design refinements in 2004 placed the Harold Clark House outside the Area of Potential Effects
(APE) thereby eliminating it from concern. Re-evaluation of the project area in 2006 in response
to additional design changes concluded that the Leicester Historic District no longer met the
criteria for NR eligibility due to significant loss of historical integrity.
Two properties, the Dr. C.K. Hughes House and the Frisbee Store located within the former
district, are individually NR -eligible. In 2007, NCDOT, the North Carolina State Historic
Preservation Office (NCHPO), and the FHWA agreed that the U-3301 project would not
adversely affect these two individual resources; FHWA determined that 4(f) "de minimis" also
applies. The "no adverse effect" finding for the Dr. C.K. Hughes House is contingent upon the
development and execution of a landscape plan for replacement of trees along the right-of-way;
this landscape plan is documented in the 2014 CE for this project.
An archaeological survey was performed for FHWA's APE for the original widening alternative
in 2001. The APE for this alternative is also appropriate for the currently proposed project,
which is an updated three -lane to four -lane transitional facility minus the roundabouts. The 2001
survey relocated or identified three archaeological sites within the proposed APE. All three of
these sites were recommended as not eligible for listing in the NRHP and no further
archaeological work was recommended for this original alternative; this also applies to the
current proposal. No further archaeological investigations are recommended for the original 2001
widening alternative or for the currently proposed project.
5

Endangered Species
The FHWA is the lead federal agency for this project and approved a CE on August 4, 2014.
NCDOT, for FHWA, determined "no effect' for all species listed for Buncombe County with the
exception of the Northern Long Eared Bat (NLEB) (Myotis septentrionalis). Documentation to
address the NLEB was submitted to the US Fish and Wildlife Service on February 26, 2016.
According to the North Carolina Natural Heritage Program Biotics Database, most recently
updated in October 2015, the nearest NLEB hibernacula record is 22 miles away and no known
NLEB roost trees occur within 1/4 mile of the project. NCDOT has determined that the proposed
action does not require separate consultation on the grounds that the proposed action is consistent
with the final Section 4(d) rule, codified at 50 C.F.R. § 17.40(o) and effective February 16, 2016.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the appropriate State
agencies for review.
North Carolina Division of Water Resources (NCDWR): The Corps will generally not make a
final permit decision until the NCDWR issues, denies, or waives the state Certification as
required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and
this public notice, combined with the appropriate application fee, at the NCDWR Central Office
in Raleigh constitutes initial receipt of an application for a 401 Certification. A waiver will be
deemed to occur if the NCDWR fails to act on this request for certification within sixty days of
receipt of a complete application. Additional information regarding the 401 Certification may be
reviewed at the NCDWR Central Office, Transportation Permitting Unit, 512 North Salisbury
Street, Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding
the application for a 401 Certification should do so, in writing, by July 8, 2016 to:
NCDWR Central Office
Attention: Ms. Amy Chapman, Transportation Permitting Unit
(USPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699-1617
Or,
(physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604
North Carolina Division of Coastal Management (NCDCM):
Based upon all available information, the Corps has determined that this application for a
Department of Army (DA) permit does not involve an activity which would affect the coastal
zone, which is defined by the Coastal Zone Management (CZM) Act (16 U.S.C. § 1453).
Con

Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable impacts
including cumulative impacts of the proposed activity on the public interest. That decision will
reflect the national concern for both protection and utilization of important resources. The benefit
which reasonably may be expected to accrue from the proposal must be balanced against its
reasonably foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof; among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife
values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline erosion and accretion, recreation, water supply and conservation, water
quality, energy needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of the
impact of the activity on the public interest will include application of the Environmental
Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials, including any consolidated State Viewpoint or written position of the Governor;
Indian Tribes and other interested parties in order to consider and evaluate the impacts of this
proposed activity. Any comments received will be considered by the Corps of Engineers to
determine whether to issue, modify, condition or deny a permit for this proposal. To make this
decision, comments are used to assess impacts on endangered species, historic properties, water
quality, general environmental effects and the other public interest factors listed above.
Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to NEPA. Comments are also used to determine
the need for a public hearing and to determine the overall public interest of the proposed activity.
Any person may request, in writing, within the comment period specified in this notice, that a
public hearing be held to consider the application. Requests for public hearings shall state, with
particularity, the reasons for holding a public hearing. Requests for a public hearing shall be
granted, unless the District Engineer determines that the issues raised are insubstantial or there is
otherwise no valid interest to be served by a hearing.
The Corps of Engineers, Wilmington District will receive written comments pertinent to the
proposed work, as outlined above, until 5pm, June 10, 2016. Comments should be submitted to
Lori Beckwith, Regulatory Project Manager, Asheville Regulatory Field Office, 151 Patton
Avenue, Room 208, Asheville, North Carolina 28801-5006, at [phone]. Comments can
also be emailed to loretta.a.beckwithgusace.army.mil .
7

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SHEET 1 OF 48 �o�o U-3301 I
DIVISION OF HIGHWAYS STATePRUJNO
34909.1.1 STP -63(D PE
B UNCOMBE COUNTY
LOCATION: NC 63 (LEICESTER HWY) FROM SR 1615 (GILBERT RD.)
TO SR 1004 (NEWFOUND ROAD) NORTHWEST OF ASHEVILLE
TYPE OF WORK: GRADING, DRAINAGE, PAVING, CULVERTS
'ETE PLANS
t Rf W ACQUISITION
ARY PLANS
'OR CONSTRUCTION
;O PLANS
IRI
;R 2, 2015
Ji I L I J / I Jh —L— STA. 222+97
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GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA PROJECT LENGTH
ADT 2014 = 20,200 VPD
ADT 2040 = 29,200 VPD LENGTH ROADWAY TIP PROJECT U-3301 = 4.431 MILES
K = 9 %Q
D = 70 % LENGTH STRUCTURE TIP PROJECT U-3301 = 0.024 MILES
T = 4 %Q *
V = 50-60 MPH
*TTST = 1%Q DUAL = 3%Q TOTAL LENGTH OF TIP PROJECT U-3301 = 4.455 MILES
FUNCTIONAL CLASSIFICATION NCDOT CONTACT K. ZAK HAMIDI, PE
PRINCIPLE ARTERIAL (4 LANE)
MAJOR COLLECTOR (3 LANE) DESIGN BUILD PROJECT ENGINEER
Prepared In the Office of;
VA UGHN & MELTON, INC.
1318-F PATTON AVENUE ASHEVILLE, NC 28806 PRONE [phone]
2072 STANDARD SPECIFICATIONS
REECE SCHULER, PE
RIGHT OF WAY DATE.
MARCH 16, 2015
PROJECT ENGINEER
JOHN LANSFORD, PE
LETTING DATE.
MARCH 16, 2015
PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA

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KUM SIA BB+YI IV SIA 89+23 -L- IKII
DETAIL 4
I ACOL.ISCfION
PIS EI dhldN
DO NOT USE FO
1S CHANNECHANGE
(N.—I'bmle)
Ntrl Ntrnl
Groon �,� Grown
d D
Geotextlle B Min. D = 4.0 Ft.
Max. d = 4.0 Ft.
•when R is a.g' B= 3.0 H.
TWof Liner= Class Ri Ra
OM STA. 90+65 TO STA. 91+50 -L- (RT)
4K STABILIZATION
2GI-
PD
�F 5 {
IS ST AM OUTLET
PIP ROTECTION �S
S AIL 10
e5
7
61 �
ITE A �
S 7
DETAIL 5
IS CHANNEL CHANGE
(NM to Scele)
b
Ntrl �— FII
Groan d D 1"ht' Slope
GEOTE%TILE E
Min. D = 4.0 Ft.
Max. d -4o Ft.
'When Bis < ao' B= 3.0 Ft.
Type of Lim—Class I Rip-Rop b= 5.0 Ft.
FROM STA. 91+50 TO STA. 93+55 -1- (RT)
PERMIT DRAWING
SHEET 22 OF 48
SCALE 1"=100'
100' 0' 100'
GRAPHIC SCALE
NO.
u= z z ILfv
RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPL]E
lE PL SNS
DO NOT USE FOR
I ACOL.ISCfION
PIS EI dhldN
DO NOT USE FO
I8� Da L SNS
CONSTRUCTION
FOR PROFILE OF -L- SEE SHEET 26 & 27
FOR PROFILE OF-DRRT5- SEE SHEET 40
FOR STRUCTURE PLANS SEE S-1 THRU S-
DETAIL 10
IS STREAM OUTLET PIPE PROTECTION
(Not io Sr°lel
/ Nntumis �r�g Notuml
Grown o�9 E*OpeY D Grown
d
Ge°teaile
OB 1.5'
utlet Pipe Min. D = Existing Ch Depth
Min. d = Outlet Pipe D-
8- Existing Cha-18—
S..
nelBaseSee Plan View for Length of Bank Protection
/ Type of Liner 22 TONS,CL I Rip -top
Geole 44 s
L 94 STA. 94+50 (RT)
// MARE H. RLCKARO
/11EM. CARV/�R.
�
SPECIAL LATERAL V DITCH
77 l SEE DETAIL 9
CLASS 'B' RR �1
.( EST. 10 5�
RR EST1
U RR EST. 3 TN 1
2GI
NC 63 26, BST
B2 -------- ---
2GI—
_
FS
JG C _ '2GI-A
76
LARRY W,FERGUSON &
JOE FERGUSON
OF 3G1 -A V _ '� b I CLASS 'B' RR
IR" Ria- GEOTEXT EST. 7 Sy
RR EST. 2 TN
IF
4
VANCE E.RANDALL E
P
:.
LATERAL BASE DITCH UE(-
SEE DETAIL 6 -
_ STANDARD BASE DITCH I
SEE DETAIL 7 / ho
CLASS II RIPRAP AT EMBA ENT /
SEE DETAIL B
SITE 8 �! ,
BANK /
STABILIZATION
DETAIL 8 II \\
RIP RAPAT EMBANKMENT
(Not io br°le)
pitch 1.0'min. 2,0 \
Grode
NMS \ \
GEOTE%IILE \
Type of Liner= 26TONS,CL II Rip -Rap I10 NEWFOUND ESTATES HOA. INC. \ \
Geotextile= 39 s \
-L- STA. 100+90(R7)
7
SICAypgE
FARM, V�L
LLC E E"71LEY��\ \
VS
CONC.ISLAND 0

DETAIL 1
INLET CHANNEL TYPICAL
ILT TOLOoa.SoNG.. WN51xEsv.I
E—.E d�,
GR
`E-CNELIN19T6R)FS S ryv. -1915.7
WinSSo II RIP MP 0.1P FM
-T VILE oTEmQ
ARIFS CHANC FLMWINOTH IES
-ILLI T-41 BASE Pwom EL CHANGE
vmn ceorarl�ie o1sEe vury vle�
FROM STA. 133+64 TO STA. 134+50 RT.
DETAIL 2
1S CHANNEL CHANGE
( Not to Scale) \ \
b Nalurol
ProposeSlope d Ground �1 \ X
r— Fill y \ \
Min. Dt. E.
Ft. �:r. Ch --1
\ \\ \
6=5 Ft. \
ST. 134+50 TO STA.136+50 RT.
V \ \\
\ SYCAMORE VALLEY FARMI
\fes \\ N\\
11
♦4.
SNELSON FARM LLC
90
CLASS B RR
GEOTEXT EST. 3 SY
RR EST.1 TN
130+00
N_
AUE
OE D
DI
C�o TB 2G �o
+ —___ 0 2G1 15" 2/=
F x
rn
L
15 _ 2GI
L�-1,zy LIDO
x /
LATERAL BASE DITCH
(SEE DETAIL 3) --7
F
-X—X—X— X \
48' WO RAIL 1, 3S8W
I 2 _ \
2'2�
_ �S� 2GI //
' / f BERM DI F / /
AIL 5) \
9 O SNELSON FARM LLC r
SITE 9
li3
®DENOTES IMPACTS IN
SURFACE WATER
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 26 OF 48
SCALE 1"=100'
SNELSON FARM LLC
90
/ JL IDS
OS
—X>95 Xk 45BW
2GI. 1
\ \ �i0 I'll"g1',
0
�C\ 1 \\ , F m
o ` �
/+ X 48• � 1
I I
II 1
\+
1 I
1 I X
\ / I
I
1
BERM BASE DITCH
(SEE DETAIL 5)
a
BDO
NO.
LL=.zauc i Ij
RM/ SHEET NO. _
ROADWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
INCOMPL]E
)E PLANS
DO NOT USE FOR
/W ACQUISITION
PRE➢ IMIN
DO NOT USE FO
RY PLANS
CONSTROCTION
FOR PROFILE OF -L- SEE SHEET 28
FOR PROFILE OF -Y11- SEE SHEET 37
FOR PROFILE OF -Y11A- SEE SHEET 42
FOR CULVERT PLANS SEE C- THRU C --
C2?
-0
2GI—A
NC 63 LEICEA NWY 26 BST --
\C;
2GI—A
w
0
7 �
H
+
F I �1
� —15
N
RR EST. 1 TN I
�E E E—EJ I
u DIS NOT
� DISTURB TREE
SNELSON FARM LLL IS X
�\ 90
/\ \
100' U'
GRAPHIC SCALE
CONC. ISLAND 0

z lO
11700 NC -63 12200
1800018900
300 800
400 1300
M I
� I
2-0 ESTIMATED ADT
1100
1700
SR -1377
GOUGES BRANCH RD
CTA 1—aa Y12 LT.
DETAIL 1
JS CHANNEL CHANGE
I Not to
b Scale)
Naf ral
Proposed Gro=nd
r�,,.ur„1 r_ Fill Slape j
GEOTE%TIIE� B Min. D=2.5 Ft. Exist. Channel
B=4 Ft.
b=5 Ft.
Type of Liner= Vegetation
FROM STA.147+00 TO STA. 148+50 -L- LT.
STA.150+50 TO STA. 151+90 -L- LT.
®DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
FROM STA. 148+50 TO STA. 150+50 -L- Lt.
PERMIT DRAWING
SHEET 30 OF 48 �oeN
SCALE 1"=100'
100' 0' 100'
GRAPHIC SCALE
DETAIL 3
JS CHANNEL CHANGE
( Not to b Scale)
Natural
Pse
ropod Ground
�untl �— Fill
d Slope
D 1,�'
R\
GEOTE%TILE B Min. D=3.0 Ft. Exist Channel
3.0 Ft.
FROM STA. 151+90 TO STA. 152+25 -L- Lt.
ROBERT HARRINGTON
PROJECT REFERENCE NO. SHEET NO.
U::jjQ1 14
RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPL]ElE
DETAIL 2
DO NOT USE FOR
/W ACOUESmox
JS CHANNEL CHANGE
PLAMS
CONSTRUCTION
( Not to Scale)
b
G—nd
Ground
-U'
Slope
d
J
GEorE%rRE
B Min. D =2.5 FL
Edst. Channel
Mux. d=2.5 Ft.
8=4 Ft.
Type of Liner=Class
8 Rip Rap b=5 Ft.
FROM STA. 148+50 TO STA. 150+50 -L- Lt.
PERMIT DRAWING
SHEET 30 OF 48 �oeN
SCALE 1"=100'
100' 0' 100'
GRAPHIC SCALE
DETAIL 3
JS CHANNEL CHANGE
( Not to b Scale)
Natural
Pse
ropod Ground
�untl �— Fill
d Slope
D 1,�'
R\
GEOTE%TILE B Min. D=3.0 Ft. Exist Channel
3.0 Ft.
FROM STA. 151+90 TO STA. 152+25 -L- Lt.
ROBERT HARRINGTON
PROJECT REFERENCE NO. SHEET NO.
U::jjQ1 14
RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPL]ElE
]SII,SNS
DO NOT USE FOR
/W ACOUESmox
PR E➢,IMII8Y
DO NOT USE Ir0
PLAMS
CONSTRUCTION
FOR PROFILE OF LINE —L— SEE SHEETS 28 AND 29
FOR PROFILE OF LINE —Y12— SEE SHEET 37
P,IH
E
S. CLAY
ONCISLANC 0

l !2
6 PROJECT REFERENCEET NO.
PERMIT DRAWING ®/g add E NO. SHLL_3�QL i7
SHEET 36 OF 48 RM/ SHEET NO.
F® DENOTES FILL IN J. B. ARRINGTON ROADWAY DESIGN HYDRAULICS
WETLAND OB 899 PG 429 SCALE 1q _ -100I / ENGINEER ENGINEER
JUNIOR MOORE
DENOTCLEARI H NIZED OB 860 PG 221,3 ,n, / Q// tii
ti3 Q /sc23
x
6 36' CO NC �ti / y� CONC
OADNLDOCK G
_ r
x xJ b Lx x� r coNc FOR PROFILE OF LINE -L- SEE SHEETS 30 fN 31
I 48' CHL ti } ��M BLK WALL I FOR PROFILE OF LINE -YI2A- SEE SHEET 37
- - --- SNELSON FARM, LLC J � k / sj/P re ousE °' CR I 8ST FOR PROFILE OF LINE -Y13- SEE SHEET 37
I ��
9fl Dol? 4 poo = 3 k / }ys I 105 I FOR PROFILE OF LINE -YI4- SEE SHEET 37
�QRE HIM PROF;'ERTIES. LC
x x— / wM 107
98' CHL - X - /
x
/ 3v
Y
c23JUNE BROOKSHIRE / �gPTCk FIELD E
s
CTION 10'Z OB 076 PG 711 - F�Sy AU
SEE DETAIL 2 F �Y 2GI 5 , / / // ss\ LK WALL AUF w
(CLASS B RIPC23- .. E F —� - h
Q zL } \ ` C
w
\F L9 _ k - -
E F _ Ta 21f \ REMOVE NC 63 _i O
_- S7ER_yya h
+
TB -1
SIGN
2GI / ��I —g I /6Y CA EXIST- Riw
GI I/ 2GI 2GI
GI
FS 2 PDE F V
X (SEE DETAIL) Q!
-
v�, X
X l \ I Do NOT HTR
X 'CH _x DiS7UR
�
GLASS a RR
EOTEXT EST. 14 SY Rip RAP
� a
1 _ RR EST.5 TN
oMH I
RIP RAP IOO
—__ KEVIN G. KING &
W E S ITE 1 X \ y a� m _ — BRANDON J. KING-,
I \ �� ��3 a a � Is � DB 4595 PG t �1
dNC®Nffh�]L]E
]E ]�II,.�NS
DO NOT USR FOR
d W ACQUISITION
]PIg]Ell,d�dN
118 F1L.�N5
DO NOT USE FO
CONSTRUCTION
L
2014 ESTIMATED ADT RAMSEY RD
2040 900
1500
100 700
300 1100
12200 NC -63 13100
18900 20200
IO� 400
700 600
a
N �
I M
h �
600
800
BROOKSHIRE RD
102
ASS I. R JUNE BROOKSHIRE
OTE EST. 17 SY OB 1376 PG 224
ES .7 TN
I
11 I
�I
/+ Q
II mIl II� 36° DOC
103 � II Ni 1.
1
CHRISTINE BROOKSHIRE*
ACATHA JUNE BROOKSHIRE. 11 1 F
MAXINE BROOKSHIRE 1
OB 1166 PG 729 1 1 1 -
�1 oNc NORMAN G. HOFFM
DB 3719 PO 895
�I1
1
111 11
111 11
1 /
/ 100' 0'
1
1 1
GRAPHIC SCALE
1 1
1 1 1
1 1 PAINT STRIPING
1 1 1
CONC. ISLAND 0
i 1

WA
DETAIL 5
OUTLET CtInYPICAL
NOxoixil.. ntFl
y aE
sEv.= zozeo —7—
o
�Niuuijmwloi
j .�
n wren aEoixnu
HORACE CONSTA14CE
- - - >.e
100' 0' 100'
GRAPHIC SCALE
( Nof to Scalal
EPL SNS
b
NaNml f_
Ground 'I D
Fill
Slaps
d
GEOTWILE B
Min, D= 1.5 F.
Max. d= 1.0 Ft.
•When B is < So'
B= 5.0 Ft.
Type of Liner= CL I Rip -Rap
6= 5.0 Ft.
FROM STA.223+12 TO STA.224+50 -L- LT
'NOTE at STA 224+50 modify existing swale
DETAIL 3
RIP RAP AT EMBANKMENT
I No110 Bcalel
10'min
Ditch 1.0'min. 1.5
Grade
DETAIL 7
LATERAL BASE DITCH
I Not o Scolal
b
Gaan 7y •L.\ I"h1. Fill
D
Slope
l a l Min. D= 1.0 Ft.
I.J B= 4.0 H.
b= 5.0 H.
FROM STA. 222+14 TO STA. 222+34 -L- RT (24m RR; 33sy GF)
FROM STA. 222+85 TO STA. 222+93 -L- LT IStn RR; 13sy GF
FROM STA. 222+40 TO STA. 222+60 -L- RT I Im RR; 30sy G )
FROM STA. 223+00 TO STA. 223+12 -L- LT 03tn RR; 19sy GF)
FROM STA. 226+00 TO STA 228+75 -L- LT
'NOTE at STA 226+50 modify existing Swale.
DETAIL 8
LATERAL BASE DITCH
I Not Smle)
b
Noluml �— Fill
Groun D 1"?t. Slope
d
GEOTE.. g
.in
D= 1.5 F
Max. d= 1.0 Ft.
B= 4.0 Ft.
Type of Liner= CLASS B Rip-Rnp b= 5.0 Ft.
FROM STA. 228+75 TO STA. 231+50 -L- LT
SOUTLET
EE DETAIL 5NNEL , SITE
SITE 13
DETAIL 4
INLET CHANNEL TYPICAL
(a io Ri I ..I.G 1 R—)
INC.= 'To I ExCnvwi E.o vo oEo
wloE IsiN11 VLiNi� Etvl uiFs
1 [oiwiinw e
To Al
n4
PERMIT DRAWING col
SHEET 40 OF 48 \"X\
O�
Z
13A
®DENOTES IMPACTS IN
SURFACE WATER
SHEET NO.
u=aauc I cv
RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPL]E
EPL SNS
DO NOT USE FOR
!W ACOL.ISCfION
Il�IS EI dhldN
DO NOT USE FO
I8� 1� L SNS
CONSTRUCTION
FOR PROFILE OF INE —L— SEE SHEET 32
�' - FOR PROFILE OF LDRRT8- SEE SHEET 40
SCALE 1 —100f FOR CULVERT PLANS SEE C- THRU C-
® DENOTES FILL IN
WETLAND
®DENOTES TEMPORARY ® DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER SURFACE WATER
(POND)
O
C
h
a
N
CONC.ISLAND D

SITE 13
-E
Lu
E
OUTLET CHANNEL
SEE DETAIL 5
SITE
RIP RIP AT EMBANKMENT
SEE TAIL 3
LATERAL BASE DITCH
SEE DETAIL 6
E
13A\
JS STRE `�? L
PIPE PR TB TI
(SEE DETILA\ \V .
s
CL IRR �\ \
IGeotext est. 22 sy \ \ \
RR est. 11 to \
r
\
dNC®ATIf�]L]E
00 NOT USE FOR
FE PLANS
1 W ACQUISITION
�Ig]Ell,dh'lIIN
M1 NOT USE FO
PROJECT REFE.
NO
SHEET NO.
PERMIT DRAWING
20
20 DET
DENOTES IMPACTS IN
SHEET 42 OF 48
PW SHEET NO. —
SURFACE WATER
SCALE1" — 60'
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
�11
DENOTES IMPACTS IN
P
SURFACE WATER
��
(POND)
Z
DENOTES FILL IN
WETLAND
dNC®ATIf�]L]E
00 NOT USE FOR
FE PLANS
1 W ACQUISITION
�Ig]Ell,dh'lIIN
M1 NOT USE FO
]I81<' l�]L.�NS
CONSTRUCTION
SITE 14
CL B RR1 �....� fli'�I �rrll�y I
6 A ' �....tir�ersr�'`.�ii�r�Rrrar•4 �4.�'�� DITCHLATERAL BASE
fo
RR est. 2 in SEE DETAIL
15" CSP
V.
s2rGriu�:t«ate
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LEICESTER HWY 26' BST
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