20211241 Ver 2_B-3186_B-5898 - Haywood County - Permit Drawings 5.31.23 (Revised)_20230711

Highway
Storm,vvater
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021)
FOR NCDOT PROJECTS
WBS Element: 38332.1, 48030.1
TIP/Prof No: B-3186 / B-5898 County(ies): Haywood Page 1 of 3
General Project Information
WBS Element:
38332.1, 48030.1 ITIP Number: I B-3186 / B-5898 Project Type: Bridge Replacement I Date: 5/31/2023
NCDOT Contact:
Garrett Higdon
Contractor / Desi ner:
AECOM / Meme Buscemi
Address:
275 Webster Rd.
Address:
5438 Wade Park Boulevard, Suite 200
Sylva, NC 28779
Raleigh, NC 27607
Phone:[phone]
Phone:
919-854-6200
Email:
gbhigdon@ncdgLgov
Email:
meme.buscemi aecom.com
City/Town:
Lake Junaluska
Coun ies :
Haywood
River Basins :
French Broad T
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
1.30 Surrounding Land Use: Residential, recreational, commercial
Proposed Project
Existing Site
Project Built -Upon Area ac.lac.
6.7 lac.
Typical Cross Section Description:
2-12' lanes in each direction with 4' paved inside shoulders, minimum 10' paved outside
2-12' lanes in each directions with variable shoulderwidths, mostly from 2'to 4' width.
shoulders, and grassed median.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 60,800 1 Year: 2043
Existin : 48,200 1 Year: 2022
General Project Narrative:
NCDOT STIP bridge replacement projects B3186 and B-5898 include a total 1.3 miles of roadway and the replacement of Bridge No. 430155 and No. 430158 on US 23/74 over
(Description of Minimization of Water
Richland Creek (B3186) and Bridge No. 430168 on US 23/74 over US 19/23 (B-5898).
Quality Impacts)
The project proposes to upgrade the US 23/US 74 (Great Smoky Mountains Expressway). The majority of the project is located within the Lake Junaluska municipal boundaries
in Haywood County, NC. The project area consists of varied land uses, including residential, recreational, and commercial.
One major hydraulic structure on the project is the replacment of the US23/74 bridge over Richland Creek. Richland Creek is a Detailed Study FEMA regulated channel, effective
April 2012. Bridge spans and bent locations are designed to limit disturbance to Richland Creek and placed in an effort to hydraulically model a No -Rise scenario.
Bridge runoff will not directly discharge into Richland Creek.
Guardrail with 2:1 and 1.5:1 side slopes, with rock plating for slopes steeper than 2:1, were incorprated through the project to minimize impacts to existing streams and
structures. The temporary detour alignment does impact the existing UT to Richland Creek. The final design incorporates stream stabilization design in order to restore the
stream channel after construction is complete.
Rip rap pads have been placed at all pipe outlets to minimize erosion and promote diffuse flow.
Deck drains are not needed to meet spread criteria for the permanent condition. Deck drains are needed on the temporary detour bridge to meet spread criteria. Deck drains
have been placed on the detour bridge to avoid direct discharge to Richland Creek. Rip rap energy dissipators are to be placed below the deck drains to prevent erosion.
No wetlands are present within project limits.

Hj hwa
tOYY lWtet
(Version 3.00; Released August 2021)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
\
WBS Element: 38332.1, 48030.1 TIP/Pro' No.: B-3186 / B-5898 Coun ies : Haywood
Page 2 of 3
General Project Information
Waterbody Information
Surface Water Body (1):
Richland Creek
NCDWR Stream Index No.:
5-16-(11.5)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class B
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
fecal coliform
Aquatic T&E Species?
Yes F Comments:
Ap pala.hian Elktoe: NCDOT Biological Surveys Group will be res onsible for habitat assesment and surveys if needed.
NRTR Stream ID:
Richland Creek
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
iYes
I Deck Drains Discharge Over Buffer? N/A
Dissi ator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
IN2
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I

Department

See Sheet IA For Index of Sheets
T— PRDTH(T —F RFN<FNf, s oT HFFr,
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Q E D IP
38332.1.FS1 B-3186 BRNHP-0023 32
^
J
898
48030.1.FS1 B-5898 BRSTP-0019 49 P.E.
I
D T B-3186
58
GI TIP B—9
HAYWO O D COUNTY
h�o
ry
akesh o N, °
LOCATION: B-3186, BRIDGES 430155AND 430158 OVER RICHLAND CREEK ON US 23174
S Lek°sh— a
vuage a9
B-5898, BRIDGE 430168 OVER US 19/23 ON US 23/74
M
BEGIN R�'IP
`•' J
B-31861 BYP
283US
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURES
•
W°°ds Ed9eRtl
WETLAND AND SURFACE WATER IMPACTS PERMIT
•
r�
V
VICINITY MAP (NTS)
BEGIN BRIDGE -L_LT- STA.31+56.00 M A I 2023 co
BEGIN CONSTRUCTION -YI RT- STA.10+00.00 END BRIDGE -L_LT- STA.32+89.00 =�
O
END BRIDGE 4 LT- STA.25+89.25 END TIP PROJECT B-5898 -L-LT- STA 40+74.50
�j
BEGIN BRIDGE -L LT-STA 23+50.75
r
BEGIN TIP PROJECT B-3180 -L_LT-STA G+89.01 r
SITE 1 ..
g S
4 Y704
J Ri
�+ TO 140/ ASHEVILLE
T AYN
E2U_ �ITE 3
I RT- END DETOUR
00
S I E 2 END CONSTRUCTION -L RT-STA 40+04.G8
*-.O
BEGIN CONSTRUCTION B-318B
"I
-L-RT- STA 13+813.51 END TIP PROJECT B-31BG
O
N
** HORIZONTAL SSD EXCEPTION ON FLYOVER BRIDGE. BEGIN DETOUR -L LT- STA 28+05.94
INSIDE SHOULDER MEETS 55 MPH _
U
THIS IS A CONTROLLED ACCESS PROJECT WITH
ACCESS BEING LIMITED TO INTERCHANGES
BEGIN BRIDGE -L_RT- STA.23+38.51 END BRIDGE -L RT- STA.25+4B .01
•
CLEARING ON THIS PROJECT WILL BE PERFORMED DOCUMENT NOT CONSIDERED FINAL
TO THE LIMITS ESTABLISHED BY METHOD H UNLESS ALL SIGNATURES COMPLETED
v
GRAPHIC SCALES
DESIGNDATA
PROJECT LENGTH
Prepared in the office of:
HYDRA ULICSENGINEER
ADT 2023 = 48,800
LENGTH ROADWAY TIP PROJECT B-3I86= 0.352 MI
NC FIRd T.ICF.NSF. No=F-0842
A�C`OM ;4,� r�,,�e P:,rk Plva.,s:,tte zoo
50 25 0 50 100
ADT 2043 = 60,800
LENGTH STRUCTURE TIP PROJECT B-3186= 0.045 MI
Raleigh, tiC 27607
(sle) 854 6200 �sls) 8�4 62ss�F�x)
2018STANDARD 5PECIFICATJOA S
C
K = 8 %
------
PLANS
�{
D = 55 %
TOTAL LENGTH TIP PROJECT B-3186= 0.401 MI
GREGORY COLS. P.E.
yF
•
PROJECTEAGLvEER
50 25 0 50 100
T = 5 % *
V = 65 MPH **
LENGTH ROADWAY TIP PROJECT B-5898= 0.215 MI
RIGHT OF W4YDATE.
S—ATURE:
ROAD W4YDESIGIVEVGLVEEl,
N/A
MOHAMMED FALLAHA,P.E.
(HORIZONTAL)
OPROFILE
* TTST = 2% DUAL 3%
LENGTH STRUCTURE TIP PROJECT B-5898= 0.025 MI
l'ROJECTDEtZA,VEVGl. EER
10 5 0 10 20
FUNC CLASS =
FREEWAY
TOTAL LENGTH TIP PROJECT B-5898= 0.240 MI
LETTING D--ATE.
DECEMBER 19. 2023
GARRETT HIGDON
-------
NCDOl'D1Y.1I COMACT
\.l
STATEWIDE TIER
(LENGTHS BASED ON L—LT ALIGNMENT)
I'.E
SZl:h"1TUXE�
PROFILE (VERTICAL)

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GUARDRAIL
STEEL BEAM GUARDRAIL � FAiCE4 -6' MIN
-
SEE ROADWAY TYPICALS FOR
GUTTER.CURB AND GUTTER
OR FINISHED GRADE DETAILS (a
ry3D
GEOTEXTILE FOR ROCK PLATING
EMBANKMENT
Y CLEARANCE MIN
SHOULDER OR BERM
BREAK POINT ITOP OF SLOPE)
118'CLASS IV SELECT MATERIAL IABC)
SEE GEOTEXTILE
OVERLAP DETAIL
2'THICK RIPRAP
(SEE NOTE 3)
ICY MAX
O
SQp
SLOPE STAKE POINT AND
CONSTRUCTION LIMIT
(TQE OF SLOPE)
GROUND LINE
ROCK PLATING DETAIL NO. 1 - TYPICAL SECTION
`,-I TILE FOR
4TING (TYP)
NOTES:
CONSTRUCTION LIMIT
GROUND LINE SLOPE STAKE POINT
(TOP OF SLOPE)
2
GEOTEXTILE,�D�b�CG�
FOR ROCK PLAT ING<oQ
EXISTING GRO^UND
18' OVERLAF
MIN (TYP)
GEOTEXTILE OVERLAP DETAIL
(PLAN VIEW)
SEE GEOTEXTILE
OVERLAP DETAIL
0 THICK RIPRAP
�O ISEE NOTE 3)
TOE OF
oho SLOPE DITCH
Q D 4' - 6' i
\� I
SEE ROADWAY TYPICALS \
FOR DITCH DETAILS /
ROCK PLATING DETAIL NO. 3 - TYPICAL SECTION
1. SEE ROADWAY PLANS AND SUMMARY SHEETS FOR ROCK PLATING LOCATIONS.
2. FOR ROCK PLATING.SEE SECTION 275 OF THE STANDARD SPECIFICATIONS.
SHEET Of J. USE CLASS 1.2 OR B RIPRAP UNLESS REQUIRED OTHERWISE IN THE ROADWAY SUMMARY SHEETS.
275.01
GUARDRAIL
STEEL BEAM GUARDRAIL ---- FACE4 -6'MIN
SEE ROADWAY TYPICALS FOR
GUTTER,CURB AND GUTTER
OR FINISHED GRADE DETAILS
rl�GEOTEXTILE FOR ROCK PLATING
EMBANKMENT
v \
Y CLEARANCE MIN
SHOULDER OR BERM
BREAK POINT (TOP OF SLOPE)
�l8'CLASS Al SELECT MATERIAL (ABC)
�o
0 THICK RIPRAP
(SEE NOTE 3)
�o SEE GEOTEXTILE
OVERLAP DETAIL
oQ �< i
i<<O,p
gpr opA�
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;l C
3'-6'
ROCK PLATING DETAIL NO. 2 - TYPICAL SECTION
CONSTRUCTION LIMIT
GROUND LINE/- SLOPE STAKE POINT
(TOP OF SLOPE)
HE
GEOTEXTILE
FOR ROCK PLATING
EXISTING GROUND ^
SLOPE STAKE POINT
(TOE OF SLOPE)
CONSTRUCTION LIMIT
GROUND LINE -
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SEE GEOTEXTILE
OVERLAP DETAIL a
2'THICK RIPRAP
(SEE NOTE 3) Q
STEEL BEAM
TOE OF
SLOPE GUTTER GUARDRAIL. 0
4-6 MIN I IF APPLICABLE
�oo GUTTER
�g OHO � T CURB AND a
oO z i T_I_ _ GUTTER 0
SUBDRAIN COARSE AGGREGATE
6'DIAPERFORATED SUBDRAIN PIPE BERM WIDTH CURB
SEE ROADWAY TYPICALS FOR GUTTER OR CURB FACE U)
AND GUTTER. GUARDRAIL AND BERM DETAILS
a
ROCK PLATING DETAIL NO. 4 - TYPICAL SECTION
0
PERMIT DRAWING SHEET OF
SHEET 2 OF 15 275.01

PROJECT REFERENCE NO. I SHEET NO.
PLANTING DETAILS
LIVE STARS PLANTING DETAIL 3AREROOT PLANTING DETAIL
DI33LE PLANTING METHOD
USING THE KIC PLANTING 3AR
LIVE STAKE
2 inch
SdJARE CUT
BUDS (FACING UPWARD)
1. Insert planting bar 2. Remove planting bar 3. Insert planting bar
as shown and pull handle and place seedling at 2 inches toward planter
toplanter. correct depth. from seedling.
LIVE CUTTING
fI/2'-2' DIA4ETERI
2 3 Feet
ANGLE CUT 30'-45'
4. Pull handle of bar 5. Push handle forward 6 Leave compaction
toward planter, firming firming soil at top. hole open. Water
soil at bottom. thoroughly.
CDR FRER MAT
LIVE STAKES
PLANTING NOTES:
PLANTING SAG
During planting, seedlings
shall be kept in a moist tA,
canvas bag or similar
container to prevent the
ExISTING/PROPOSED root systems from drying.
cRour»
IOC PLA_VTING 3AR
Planting bar shall have a
blade with a triangular
4EXISTING/PROPOSED cross section, and shall
STREAMBEO be 12 inches long,
4 inches wide and
1 inch thick at center.
BANK STABILIZATION WITH LIVE STAKES
NOTEI
LIVE STARES SHALL BE SPACED APPROXIMATELY 4 FEET
(IN CENTER
LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 ROOT PRUNING
OF LIVE STAKE IS MINN GROUND All seedlings shall be root
pruned, if necessary, so that
no roots extend more than
10 inches below the
root collar.
❑ TYPE 1 STREAM3ANK REFORESTATION SHALL 3E PLANTED 3 FT. TO 5 FT.
ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER,
APPROXIMATELY 2724 PLANTS PER ACRE.
❑ TYPE 2 STRE.AM3ANK REFORESTATION SHALL 3E PLANTED 6 FT. TO 10 FT.
ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER,
APPROXIMATELY 680 PLANTS PER ACRE.
❑ NOTE: TYPE I AND TYPE 2 STREAM- ANK REFORESTATION SHAIJ, 3E
PAID FOR AS "STREAM3ANK REFORESTATION"
R1W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
STREAM3ANK REFORESTATION TYPICAL
TYPE II
TYPE I
S I-r.
I
STREAM3ANK REFORESTATION
MIXTURE TYPE, SIZE, AND FLIRNISH SHALL CONFORM TO THE FOLLOWING:
TYPE 1
50% S.ALLX NIGRA 31-ACK WILLOW 2 ft - 3 ft LIVE STAKES
50% CORNUS AMOMUM SILKY DOGWOOD 2 ft - 3 ft LIVE STAKES
TYPE 2
25%
LIRIODENDRON TULIPIFFRA
TULIP POPLAR
12 in - 18 in 3R
25%
PLATANUS OCCIDENTALIS
SYCAMORE
12 in - 18 in 311
25%
PRUNUS SEROTINA
SLACK CHERRY
12 in - 18 in 3R
25%
3ETUI,A NIGRA
RIVER 3IRCH
12 in - 18 in 3R
❑ SEE PLAN SHEETS FOR AREAS TO 3E PLANTED
PERMIT DRAWING
SHEET 3 OF 15
STREAM3ANK REFORESTATION
DETAIL SHEET I OF 2
N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT

DIRECTION
OF FLOW
ANChvn.y vn
1' CENTERS
COIR FIBER
MATTING
ANCHORS ON
3' CENTERS
EXTEND MATTIN
TO NWSEL
STREAM BED
MATTING ANCHOR TRENCH
IN TRENCH ON 1' CENTERS
Aklt'U^n 1%1/Cn1 An
PLAN VIEW
_ 1811
(TYP)
BACKFILL—\
L ANCHORS ON
1' CENTERS
IN TRENCH
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
ANCHORS ON
1' CENTERS
TYPICAL CROSS SECTION
;HORS ON
CENTERS
ANCHORS ON
1' CENTERS
FLOODPLAIN/
EXISTING
GROUND
6" MIN
COIR FIBER MATTING DETAIL
NOT TO SCALE
2" x 2" (nominal)
WOODEN STAKE
1"
1-2"
1-2
12-24"
#10 STEEL
REINFORCEMENT BAR
4"
IAMETER BEND
4"
2411
1" (nominal)
STAPLE
12"
ANCHOR OPTIONS
PERMIT DRAWING
SHEET 4 OF 15
STREAM3ANK REFORESTATION
DETAIL SHEET 2 OF 2
N.C.D.O.T.- ROADSIDE ENVIRONMENTAL UNIT

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CONCRETE DITCH BEHIND
RETAINING WALL
SEE DETAIL F
,
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WOODS F
15" RCP-4'
EST.
DETAIL D DETAIL E
SPECIAL LATERAL 'V' DITCH FALSE SUMP e
I Noi to Scale] INor ro Sculel
Ditch
Outside Dirch Iz o
n Fir�Tid D
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°her D GI
k.
Min.D= t Fr. S=Ditch Sloe Proposed Ditch
FROM STA. 11+90 TO STA. 16+84 RT -L RT- FROM STA. 18+45 TO STA. 18+63 LT -L LT -
FROM STA. 22+54 TO STA.22+73 LT -CLT-
FROM STA. 17+02 TO STA. 17+19 M -L_LT- DETAIL I DETAIL J
DETA L F TYPICAL ROADWAY DITCH W/RIPRAP LINING LATERAL BASE DITCH
CONCRETE DTCH Worm scnle7 (Net re stele]
BEHIND RETAINING WALL GOLF COURSE b
RETAINING 1 NoBOND IeI NP�ES I SIoPe
11 WALL BREAKER o�n 'L ec nimu D hr
pe
D —Tuck Geerenile o B ec Min. D= 1 Fr.
D 6y - r.+l m al tRln) B= 2 Ft.
1 NATURAL
PARCEL 11 SHALL GROUND O Geere,iue b= 3 Ft,
P BE N Min, D= 1 Ft.
UNDERR TPASED 4" D= 1.0' Type of Liner= Class B Ri,, 2 , Keyed -In d= 1 Ft, FROM STA. 26+35 TO STA. 28+50 LT -L LT_
2.0' FROM STA. 17+01 TO STA. 18+40 LT -L LT -
FROM STA. 12+05 TO STA. 16+49\\LT- N FROM $TA. 18 \\\ STA, 22+50 LT -CLT- I S I T E 1
FROM STA. 11-90 TO STA. 16-77 RT -L1tT- .F:'i
COCFCOGR \�\F630 //J END RETAINING WALL#4
IAINING WALL #2 \-_ ' S'PO wo00 FRAME I I
BATHROOM
PRES +AV CLASSESB' RIPOF
/ /TYPICAL ROADWAY DITCH
/ / 11 SY GEOTEXT
j/ SE RIPRAP LINING ROADWAY DITCH \\ END SBG'G3
-- —/ EST.50TTONS
CLASS B RIPRAP EEIDETAILII ING S\\\
EST. 150 TONS CLASS B RIPRAP \c`=
�EST.2 TON
CLASS '8' RIP RAP
EST.7 SY GEOTEXTILE _ rTYPICAL
DETAIL M
DETAIL G
STREAM STABILIZATION
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snealde, �
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omt d
d
F.h.,
M_.B
D
Min. D= 3 Ft.
B
Me d= 5 Fr.
8= 3 Ff.
Key Rip Rep 1' Into
Channel Bottom
6= 3 Fr.
Type of Liner= Class
'I' Ri,-R p
'When B is c 6.0'
FROM STA. 24+87 TO STA. 29+50 -L- RT
EST. 360 TONS CLASS I RIPRAP; 1,13 0 SY COIR FIBER MATTING
"4<
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20 LF
MOVE F
'LOWABLE FILL RFG CRf,+IR
TONS
B' RIP RAP
SY GEOTEXTILE
WOODS
1
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B-3186/B-5898
\\ R'T IN \ e`` 1
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NORTH CAROLINA
DEL-TMENT OF TI-WSPOI—TION
H.—OL COUNTY
ROe1D 11 DWi.IHN UNIT
ROADWAY DESIGN
ENGINEER
HYDRAULICS
EN ,INFER
O� PARCEL 11 SHALL BI
PURCHASED
UNDER TIP B-3186
/ 2' LATERAL BASE DITCH
SEE DETAIL 1
EST. DDE=140 CY
/ EST. NS
CLASS 'B .RAPLAKE ALU A
PRET'4RED BY
/ 7 SY GEOTE
HEDGE ASSEMBLY, IN
RETAIN
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DTEXTILE
STEPHEN B. KIDD
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/ fio � - � •Fq<
TEM ORARY SURFACE WATER IMPACTS SPECIAL LEAF DITCH
(Nor ro Scolel
SURFACE WATER IMPACTS men BI
D SIoPe
D= 1 Ft
PERMIT D RAW I N G FROM STA. 16+84 TO STA. 1.
7+09 RT -L_RT-
SHEET s O F 1 s o' Zo' 100, Lam= P lki R T 9
Scale

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T
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Fill 'a is w �•I
roon ) D o ec slope T
ohe GI
k.
Mi, D- 1 FE S=Ditch Slo a Proposed Ditch C
FROM STA. 11+90 TO STA. 16+84 RT -L RT- FROM STA. 18+45 TO STA. 18+63 LT -L LT -
FROM STA. 22+54 TO STA. 22+73 LT -CLT-
FROM STA. 17+02 TO STA. 17+19 M -L LT- \
- DETAIL I DETAIL J
DETA L F TYPICAL ROADWAY DITCH W/RIPRAP LINING LATERAL BASE DITCH
CONCRETE DTCH INo,m stele] (Net re stele]
BEHIND RETAINING WALL GOLF COURSE b
RETAINING NoBOND le NP�ES slope
71 WALL BREAKER o�n 1`o ec nimu D h,
Slane
D -Tuck Geerenile o e ec
p 6 y r.+l m al tR ln'PI B= ] Ft.
PARCELURA
1 GROUND o ceore,lile 6= 3 Ft.
11 SH
RCHA ALL BE N
Min, D= 1 Fr.
UNDER
NDRrip SED 6 4'• D= 1.0' Type of Liner= Class BRip-Rop, Keyed -In d= 1 F. FROM STA. 26+35 TO STA. 28+50 LT -L_LT-
18
B= 2.0' FROM STA. 17+01 TO STA. 18+40 LT -L LT -
FROM STA. 12+05 TO STA. 16+49 LT -L LT- FROM STA. 18+78 TO STA 22+50 LT -CLT- SITE 1
FROM STA.11-90 TO STA.16-77 RT -L1tT- \ \
�\ F
1<F ocRs ���, O � ENLRETAIi
DETAIL Mr
DETAIL G
STREAM STABILIZATION
1No„O Scale)
z..
snealde, �
M1� feU"
o,m d
d
Fiber
M_.R
D
Mi, D= 3 Ft.
B
M., d= 5 Ft.
B= 3 Ft.
Key Rip Rep T Into
Channel Bottom
6= 3 Fr.
Type of Liner= Class
'IRip Rap
'When B is c 6.0'
FROM STA. 24+87 TO STA. 29+50 -L- RT
EST. 360 TONS CLASS I RIPRAP; 1,13 0 SY COIR FIBER MATTING
20
51
1
!2� H \ \
LINING
L I SO \\
ONS CLASS B AP \
ST. 2
CLASS
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ETAI N J/
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♦ HYDRAULICS
r
i'
n
3 TONS —
RIP RAP RI
DTEXTILE
STEP HEN B. KIDD
SITE 3
TEM ORARY SURFACE WATER IMPACTS SPECIADETAIL M
L LATERAL' DITCH
(Nor ro stole)
SURFACE WATER IMPACTS gun D
PERMIT D RAW I N G Min. D= 1 Ft.
FROM STA. 16+84 TO STA. 17+09 RT -L_RT-
SHEET 6 OF 152 '° LHTT-0=56R r9
Scale
S.0
0
LJ J
LLI
Ui
LIJ
LLJ
Ln
0
0
0
CD
00
N
Q
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ESY. DDE=140 CY
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" '
SPECIAL LATER
aEf'� R tN�
1 /
18DONALDZIA,DREW W SOUTHERN ASSEMBLY
PENNELw~ti+Z :P
\ �RNAT TL ROAD �
PAR PURCHASED BE CuoN ti
=i� \�q KE ✓UNQLUS A_
ER TIP �3186
OND
11
SPECIAL LATERAL 'V' DIT
W/RIPRAP LINING
--
SEE DETAIL L
\ ----
\
. 11 TONS CLAS
- - +
�cqu o
WsYI-2g
AILLL- -
��33
_
RNIGE-L LT S Al�. 1+5G.00
MINING MR #5
-L
BEG RETAN VIA
\
r SPECIAL LATERAL V D CH
4 SEE DETAIL K
"`�;'ENG
S G+�
RF 0G
i-22
��w
EBL-
REMOVE
SOUTHERN ASSEMBLY SOUTHERN ASSEMBLY \
DETAIL N DETAIL O
SPECIAL 'V' DITCH SPECIAL 'V' DITCH PERMIT D RAW I N G '
IN- f° S--) I Not fo S—)
=ope _ SHEET OF is 3;1
Min. D= 0.7 FF a Min. D= I Ft.
iM STA.28+77 TO SA. 29+54 M -L LT- FROM STA. 29+61 TO STA. 32+12 M -L LT- SOLI
DjHERN E SOD% JE
EIP M M N ASS MgCY KERN ASSE4484 RDME BENJALn MIN DDUCLAS \
Ell WOOD,
Ct
}{' WOODS
515� ..
NNG Cb .. � ` �� UN Cq USKA SA S� Y q EIP Dq END B. AO
..
OVE
_ ------ENO AM
c \
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=� VJaLb#7��� g_ \� \vim\ WOODS
�r \ \
LA ' � \\
HMIWDOpS KE JUNA(LISKA q —REMOVE
S SE6 (P
LE FIL 1P'---���--- \ \ \ \ � MBC Y.
30"
-�
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RETAIN tl-BDS
=KTAINIUB
Z
&PSMCASTSTREAM
STABILIZATION
NE
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CL SS 'B' P i
10 OTE
SEE DETAIL H
ER P40 5' CHL G
.$TRE STABILIZATION
p1S�'EE
T EST. $.TONS
CIL 'B' QL}P RAP
1 SY GEOTEXTILE
-3
P naK�6
Vin TiTin nr
LT- STA.28+05.94
V
GONG SpZ, ETAIL P i\
ETAIN PppR1NG \ / Gq %
EPN CONG ` OO � \y\
ER\C O•g 6E PN ppR0.MG \\ °Sr \ FONC P
ST PCY M• ;oNc sw
"` \ SITE 3
TRUSTEES OF HAYWOOD
you \ GONG 4A 15MTYBNS COMMUNITY COLLEGE
® E/P
STREAM STABILIZATION
SEE DETAIL G
TEMPORARY SURFACE ATER IMPACTS
SURFACE WATER IMPACT
DETAIL C
FALSE SUMP
Not to Scole)
Median Ditch
9„ I2'
ee Chort Below) T ]0' �y GI
_S_
S=Ditch Slope C Proposed Ditch
FROM STA, 29+38 TO STA. 29+56 M -L LT -
FROM STA. 37+38 TO STA. 37+56 M -L_LT-
K
Q➢
L
TL °G,,,RETA r L LT-
C F
_ �� •..Fo nnn n
i llr z !— —� -
18" RCP
%% % X X ^ 2
s
WOODS
AIN
�—
emu. -� NOCg,* 4 r
EST.2 TOIKP905
CLASS 'B' RIP RAPT
I (
1
FxlsnOG
4 RW
2y 9j j//2IP RA
--
C T —
c
C°
esr
—�-I —I� ��II
TOP,ZSg�•
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Dl 6•p0 DI
RS'T �NC\CURe D DI esr
I ❑
l\
I
I%
1
I]
cpNC Sµ�LI LT
BOARD OFTRUSTEES OF
HAYWOOD COMMUNITY COLLEGE
DETAIL G
STREAM STABILIZATION
(Nat ro Scolel
on d
d
Moir Fiber
n
D t—
Min. D= 3 Ft.
B
Max, d= 5 Ft.
6= 3 Ft.
Key Rip Rap 1' Into
Channel Botom
6= 3 Ft.
Type of Liner= Class 'I' Rip -Rap
'When B is 6.0'
FROM STA. 24 187 TO STA. 29 50 -L- RT
EST. 360 TONS CLASS I RIPRAP; 1,130 SY COIR FIBER MATTING
b
oan D ar Fill
ope
B Min. D= 1 Ft.
B= 2 Ft.
6= 3 Ft.
DETAIL K
SPECIAL LATERAL 'VDITCH
>INor to Scolel
� D Slope
FROM STA. 16+83 TO STA. 19+45 LT -Yl RT-
FROM STA. 19+80 TO STA. 20+64 LT-Yl_RT-
DETAIL L
SPECIAL LATERAL 'V' DITCH W/RIPRAP LINING
(Natta Smle)
FII
4� Slope
roan d D _ �ck Geatenile
i— of Ift7yP)
Geode
Min, D= I Ft.
Type of Liner= Class B Rip -Rap, Keyedan d= 1 Ft.
�AfXll_'R -
STREAM STABILIZATION
I Nof F. S-1.)
Nbt bI
Pomfl� t-e d
J
Rick Placing -�
D
Moi„Fiber Min. D= 3 R.
i^ g Max. d= 5 Ff,
B= 3 Ft.
Key Rip Rap 1' Into Channel Bottom 6= 3 Ft. Min.
Type of Liner= Class 'I' Ri,a , 'When B is < &0
FROM STA. 29+50 TO STA.31+50 -L- RT
EST. 658 TONS CLASS I RIPRAP; 390 SY COIR FIBER MATTING
THE USTEES OF
HAYWOOD TECHNICAL COLLEGE
DETAIL P
STREAM STABILIZATION
I Nof fo Scolel
l I
91
o nt der 4a°
Rock %sting sock Plating
t. D
<oir Fiber Min. D= 3 Ft.
hfoning B
B= 3 Ft.
Key Rip Rap I' Into Channel B.— 6= 3 Ft. Min.
Type of Liner= Class 'I' Rip -Rap 'When B is &W
FROM STA. 31+50 TO STA. 34+77 -L- RT
EST. 1,55E TONS CLASS I RIPRAP; 360 SY COIR FIBER MATTING
\ 0' 20' 100'
\ Scale
JFV
-58 a
q + f►
\
\ \GPSL1.1
,---ENOCONSTRUCTION'r
ry
—
T- .40+ co
I
JI
z
J
�% U
SAIECCIre DISH
WOODS
O
B-318G/B-5898
PSH I BB
NORTH CA OLII-A
DEP-TMENT OF TRWSFOI—TION
H--O➢ COUNTY
RD.ADWAY DESIGN
ENGINEER
HYDRAULIC.'
Er ,INFER
PREPARED BY

TA
tom
-40
l� •
• = riir_sil` aa, a �!ii/aal::N ��•ry�-i InTn ••oi •�••�) �• La• - .. ...•�
Ditch Grade L Ditch Grade L
2.0h 20' Over 4.Oti To 6.0% 40'
30' Over 6.0% 50'

,01
44,E
4'7SFM�(/Y4 44
C
m
GOLF COURSE
no
PARCEL 111
SHALL BE
PURL
I UNDER TIPgE�786
� I
SITE 1
Collis
"1 00
0
{
W000 ME`W I
'
v
BATHROOM
/
w000s o .
^— WOODS
\ \ \ °/4 -
\ \�
-_.........------ ----- - ----- _----- ------
------
_ —
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—__ —�-
—
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WOODS IF ` �_�2p�.�'
�-LNUT
RETAINING WALL #
AAA
V
M�,googr��
Cod"TR OF �L� R F S
Y C�GB RF4Z FS
T4T F
F of
PERMIT DRAWING
SHEET 10 OF is
DET01 EB
�F+PEn� w000s
TEMP SNORING HEDGE WBL" 15
—
�- �- �-�3£(R�9 41_1TN .IPATER PAD
i =- SEE DETAIL Tl ----� ST BOUND)
LTOE PROTECTION /
CLASS B RIP RAP
EST. 135 TONS
EST. 305 SY GE IL
y
I
I
4' WI DECK DRAIN (PATER PAD'I
S ETAIL T1
TOB I
DETAIL Tl
DECK DRAINED S�IFATOR PAD
CD
N
Z
I None s<olel
D.
DISSIPAT WA"'n=
PAD
111— DECK DRAINS
`NOTE: CENTER PAD DIRECTLY
ROUND
AWL
/
GEOTEXTILE eonc c v cw I D
TDial I�
L— 311
Type of Liner— ]5 TONS CL B Ri17.
Geote�tlle= 1]D s
/
FROM STA. 22+25 TO STA. 23+35 FIT -DETOlEB-
FROM STA. 24+40 TO STA. 24+B6 RT-DETOlER-
FROM STA. 22a 25 TO STA. 23+35 LT TOIEB-
/
FROM STA. 24+70 TO STA. 25+-D 5 LT-DETOIEB-
D
� °S .
Sbr /
C IyfOcf BUS
DAVID I. HEITZ I
SITE 2 I1
TEM ORARY SURFACE WATER IMPACTS
SUR ACE WATER IMPACTS
0' 20' 100'
Scale
al B-3186 / B-5808
D�,
PCPRTV(RTH CL-
MENT I—dPDRTATIDN
HMOLCOUNTti
40p \
Re �\➢R'4V ➢F: If.N UNIT
\ 9'f kD.1ENGI EESIGV ENGINEER
F
T4��c
\ °c
/ /O PARCEL 11 SHALL BE
PURCHASED HYDRAULICS
UNDER TIP g_3786 Er ,INEER
H
/ LAKE ALUSKA
/ HEDGE ` ASSEIVBLY, INC
- - M
L
P SNORING y Co
�— -�— N
�-- - — —
_ s___-- U5 23/74---- W
ST BOUND) -- _
--
.s
WIPATIER PAD— CAP PIP
�F41�•
aI
�7u _
%-48" TEMPORARY PIPE
STEPHEN B. KIDD
HEDGE
'S� PROTECTIOIJ-
;LASS�B RIP RAP
ST. 16 NS Cps
:ST. 365 GEOTEXTILE09
SITE 3
H Ln
O
O
O
O
o N
Q
N Ln
y J
TEE JI
ELBOWLu
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_ U
09
DETAIL T2
PIPE OUTLET CHANNEL
I Not TE Scolel
Length- 42 Ft. CU—imbiajEa
d= 1.5 Ft.
Est. = 25 Tons of Class IRip-Rap T^o oT ncrn\ER
QR-DETd-EB- PROFILE SEE SFfEET 12
PREPARED BY

441E
4,7SFM�(iY4 �S`C4
C
GOLF COURSE
}7
PARCEL 11 SHALL BE
PURCHASED
UNDER TIP 8_3186
�f�♦ENGINEER
HYDRAULICA
EN ,INFER
Et
v
PRE,T'4RED BY
NE�KATM1l �1551 ,TER PAO1
SEE DETAI
--Z -- 2ALW_ALNUT
RETAINING
r/00,10,
♦:_ DETAIL T1
! /
I •
DISSPATOOJ
PAD
'NOTE CENTER PAD DIRECLY 111— —K DRAINS I
--, •
ROUND
. ♦ ©--/
�i
/
a
—
.raET
-
•s J'a
TEMPORARY
/MOW
STEPHEN B. KIDD
x.
SITE 3
DETAIL T2
PIPE OUTLET CHANNEL
(N.— S-1.)
�, o �C�aTM
d
fi
Length- 42 Ft. CU—imbl.)
d= 1.5 Ft.
Est.= 25 Tons of Class I Rip -Rap
cpnu. -A 2A I R6 TO STA. 25+28 RT-DETOIEB-
S H E ET i o OF 15
L= 3a1 TDial 01 20' 100
/ Type of Liner- 25 TONS CL . Rip-Rop
Geote�tile= 1]D s
FROM STA. 22+10 TO STA. 23+35 FIT -DETOlE6-
D ETO1 E B FROM STA. 2A+40 TO STA 24+35 RT-DETOIEB Scale
- / FROM STA. 22a 25 TO STA. 23+35 LT -D TOIEB-
FROM STA.24+70 TO STA.25+45 L7-DETOIEB- OR -L1ETd_EB- PROFILE SEE SFfEET 12

,RCEL 11 A
RURCNP B 3
NDER
SAKE JUNp�USN
pSSEMg�Y'
r
O
� o
J � O
rJ 2Gi
j
�1
TEMPORARY SURFACE ATER IMPACTS
SURFACE WATER IMPACT
i
EIpO/
2p _
B-3186 / B-5898
20-3
VORTH CAHOLINA
\ PCP_aRTMENT C-NE 1 -4YW00➢ OOL"I-'ITRT A'fION
Hti
t'RVAII
1
i SDUTNER uoe-11-11ON-KIT
N ASSEMeC y SDVTNERN ASSEMeC y ✓ERDME BEN'�AMi ItCL Er GNESRICV
S LIC HYDRAU
YE RI LIC
/
ER
AS SeMe \ 5 AV� tip D 6 �? �
�y. /IV \ ADA,US
WOODS
cv' WOODS CAKE JOIVAL�SKA
ASSEM8Ly PREPARED BY
ANC
\\\ \_� � _2629.8T• � . 1 \.
� � IN+'qMIV9C]FF IF'L�NS
\`— �1 DOCUNiENT NOT CONSIDERED FIN
\ \\ _� - \_�� UNLESS ALL SIGNATURES COMPLETED
i- �. .
.................
T
DET01 EB
PERMIT DRAWIN,
SHEET i i OF is
\ 0' 20' 100,
\ Scale
\ fQR-LIETQI�B
m
H
a

m
N
SURFACE WATER IMPACTS
i
EO/Ip
DET01 EB
PERMIT DRAWt
G
SHEET 12 OF
\ 0' 20' 100,
Scale
\ FOR -OETOI-EB- PROFILE
B-3186 / B-5898
28-3
V(1RTH CAHOLII"A
ORTATIaN
PCP_1RTH O COUNTY
H.4YW��➢ dui"I"Tti
Rl'0,", IIF'Ow UNIT
RD.IDW 4Y DESIGN
ENGINEER
HYDRAULICS
Er ,INFER
PREPARED BY

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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
24+40 -L RT-
BRIDGE
0.02
115
2
23+87 -L RT-
DETOUR BRIDGE
0.05
80
3
24+87 to 34+87 -L RT-
DETOUR / STREAM STABILIZATION
0.07
< 0.01
1006
10
TOTALS*:
0.07
0.08
1006
205
0
*Rounded totals are sum of actual impacts
NOTES:
vised 2018 Feb