20241173 Ver 1_R-5840 - Polk County - Permit Plans FINAL (8.28.24)_20240906

Highway"Mff North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 47083.1.1 TIP No.: R-5840 County(ies): Polk Page 1 of 1
General Project Information
WBS Element:
47083.1.1 ITIP Number: R-5840 Project Type: Roadway Widening Date: 7/8/2019
NCDOT Contact:
Andy Jordan, PE
Contractor / Desi ner:
Joshua G. Dalton, PE
Address:
NCDOT Hydraulics Unit
1590 Mail Service
Raleigh, NC 27699-1590
Address:
Sungate Design Group, P.A.
905 Jones Franklin Road
Raleigh, NC 27606
Phone:
919 707-6729
Phone:
919 859-2243
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Mill Spring
Count ies :
Polk
River Basins :
Broad
ICAMA Count
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
2.89 Surrounding Land Use: I Low Residential, Forest, Open Space
Proposed Project
;;;j10rE,,stmg Site
Project Built -Upon Area ac.
13.1 ac.
8.1 ac.
Typical Cross Section Description:
Existing lanes to be overlayed. 2 paved lanes (total 24'). Open shoulder section with 6' paved shoulder and 2'
grassed shoulder. Varying fill and cut slopes. See project typical for more detail information
Open Shoulder Section, 2 paved lanes (total 20'), 1' paved shoulder on each side. Varying fill and cut
slopes.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 54,500 Year: 2037
Existing: 45,000 Year: 2017
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The North Carolina Department of Transportation (NCDOT) has proposed towiden NC 9 in Spring Mills, NC. There are no proposed major structures involved with the
improvements to NC 9. All drainage improvements have been designed to have as little environmental and surface water impacts as possible. Coir fiber and matting and rip -rap
were utilized for bank stabilization where necessary in an attempt to reduce sediment transport and streambank erosion. Where required, chnnel improvements were made to
provide a better transition from existing channels to proposed structure crossings. Channel improvements were lined with CL II riprap to reduce sediment transport. Grassed
swales were used when possible. Rip -rap was utlized in ditches to provide stabilization to prevent erosion. Within the project limits there are jurisdictional streams. Velocities at
jurisdictional features are non -erosive.
Waterbody Information
Surface Water Body (1): South Branch
NCDWR Stream Index No.:
9-29-46-1-2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
I Deck Drains Discharge Over Buffer? I N/A
Dissi ator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
N/A
(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)

6
6
6
0
C
0
a
EE SHEET 1B FOR CONVENTIONAL SYMBOLS
Little White Oz
1322
sunny
View
Elementary
Schaal
MILL SPRING
O
�I
1529
' Sch—1
I1528
�4
1528
1526
VICINITY MAP
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
POLK CO UNTY
LOCATION: WIDEN NC 9 FROM NC 108 TO US 74
TYPE OF WORK: GRADING, PAVING, DRAINAGE
AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
`Q
V
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
STATE
Novo
R-5840
47083.1.1
P.E.
47083.2.1
R/W & LITIL.
PERMIT DRAWING
SHEET 1 OF 36
DATE: 8/28/2024
Pre red In the Office of:
Plons Pre ored For:
HYDRAULICS ENGINEER
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
KCI9sso<latcsofN.C,P.A.
DIVISION of HIGHWAYS
4505 pall; of Ncu, Road, juice 400
ADT 2024 = 3,060
Raleigh, NC 2-609
50 25 0 50 100
ADT 2045 = 4,200
K = 10 %
TOTAL LENGTH OF TIP PROJECT R-5840 = 2.704 MILES
KC I Phone [phone]
- r-x 919) 783-9266
Y.E.
2018 STANDARD SPECIFICATIONS
DEWAYNE L. SYKES, PE
PLANS
D = 60 %
RIGHT OF WAY DATE.
SIGNATURE-
PROJECT ENGINEER
5O 25 O 50 100
50
T = 11 % *
V = 55 MPH
* TTST = 7% DUAL 4%
15, 2019
BRYAN E. HOUGH, PE
ROADWAY DESIGN
ENGINEER
LETTING DATE.
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
10 5 0 10 20
FUNC CLASS =
MAJOR COLLECTOR
r.rnr. P.E.
NCDOT CONTACT:
ANDREW BUCHANAN
PROFILE (VERTICAL)
PROJECT ENGINEER - NCDOT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

OLLIE MOSS ESTATE
BURY INVERT 1.0'
�.}
RIPRAP AT EMBANKMENT
V
SEE DETAIL 5
LATERAL 3' BASE DITCH
L
v/CL I RIPRAP
LI..I U
EST, 37 TONS CL I RIPRAP
=
EST. 65 SY GEOTEXTILE
SEE DETAIL 4
V)
—
LJJ
F I
SPEC. CUT 'V' D TCH _2 7 E
C BOO PDE SEE DETPIL 1
La­DE QQ S
TY'- / BOWS C -.
EL�
18" — 1 F
72
�rl MAiMAINED RiW
EST. 94 TONS CL I RIP
` *� EST. 169 SY GEOTEXTILEANDRE
S�F�TAIL 31
w,vRE oar cREee F
woods _ F
S � BURY INVERT
SITE 1 -
CL II RIPRAP
EST. 25 TONS
EST. 35 SY GF
ROCK SILLS
SEE DETAIL SHEET D-01
EST.3 TONS BO7F"
R51LL
EST. 7 ILL
C jl'
ra
N
C
a
6
� DETAIL 1 DETAIL 4 DETAIL 5
m SPECIAL CUT DITCH ATERAL BASE DITCH RIP RAP AT EMBANKMENT /
SPECIAL
S� Il) )Nat to scale) (Not fo 5ca1el
— grant b
oral A'� a slope Nmarol EII GDitch
Ground �S F\o\\es Ground :) D 2 \ 1"Tt. slope 1.0'min. 1.5
rade
D d
Min. D=1.5 Ft. GEOTE—E g
Min. D=] F. GEOTEXIILE
Max. d=2 Ft.
FROM STA. 25+00 -L- TO STA. 26+00 -L- LT 'when B is < 6.0' g-3 Ft. Type of Liner= 11 iONS cL RIPRAP
FROM STA. 32+50 -L- TO STA. 33+44 �- RT Type of Liner= Cl I RIPRA b=5 Ft. Geatexlile= 2
0
FROM STA. 26+50 -L TO STA. 26+80 -L- LT FROM STA. 26 A. 26 190 -L- LT
SURFACE WATER MPACTS
TEMPORARY SURFACE WATER IM ACTS
0
JOY CONNER BOLT
, hTR
TO' $ILL
WOODS ODDS TOE PROT2CTIQ
EST. 88 TOMS CL I RIPRAP 1 11 O \ \ \
EST. 159 SY GEOTEXTILE
—SE=DETAIL 11 `Fc
1 �
P 1 a
REMOVE) 1 LIEIKYARIE MGDOWELLEE E�PDf —wendsf
W00HEE_ % n C \
LII RIPRAP
$T. 25 TONS
4T. 35 SY GF
SEE PERMIT DRAWIM
SILVER 3HI�Y`c5 OF 36
FOR ENLARGEMENT
CHANNEL CHANGE
SEE DETAIL 6
RCP
_ -���
0' SILL woods F
_ F E
�E
t SITE 2 DUtAN EUGENIO RAMOS WooDs
SEE PERMIT DRAVNG
R I RGEMENT
PIPE OUTLET CHANNEL
& BANK STABILIZATION
EST. 40 To
CL II RIPRAP
EST. 65 SY GF
SEE DETAIL 30
50' 25' 0 50' 100,
�TtFF
SCALE: 1"=100'
M
PROJECT REFERENCE NO.
SHEET NO.
R-5840
5
RN/ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 3 OF 36
DATE: 8/28/2024 1
DAVID MICHAEL HALFORD
CAROLYN W HALFORD
ISFD
W
LJJ
LLJ
i
Ln
Lu
LJJ
Ln
0
I 0
MM+
E 00
M
I
J
I
r rt I F------_ CH ne LI..1
Ds Ff E/
TIETTO ISTING DITCH
Lv' AARON MCABEE
S SPEC. CUT 'V' DITCH
SEE DETAIL 1
DAMIAN JACKSON moods s I
ISFD
TE
1 (
JESSICA D GREEENE
/ PATRICIA EDWARDS
BRENDA SUE EDWARDS
BECKY METCALF MCDOWELL .".$
SPEC. CUT 2' BASE DITCH f /�
\ W/COIR FIBER MATTING�LN. DTFT' 2&'I
EST. 85 SY COIR FIBER MATTING 2GU wMSIG
1 � /�E=EE DETAIL 7
1
E
DETAIL 6
CHANNEL CHANGE
( Notto Scale)
DETAIL 7
SPECIAL CUT BASE DITCH
(Not t° smlel
DETAIL 8 DETAIL 30 DETAIL 31
SPECIAL LATERAL BASE DITCH IPE OUTLET CHANNEL STABILIZATION TO PROTECTION
(Not to scale) (Notm smlel ro stole)
F. FIBER MATTING b
TO TOP OF BANK Nofurol
Naturol
n9
od CnannelB�p FUm Norural eta
Proposed Ground
Fill slope �- -
Ground y5. d�as —From
M°t Dnch
'7
5x<own a \a
Norural —Fill n Iln mall Elewtioe F Qe
1 °c to
Natural r—
Z ounr� 2 \ J
7 D 1' 1"iFt.
D F\°
slope
y ote,al Naturol
Ground 5.7 A� �,e, Slopc ao a Ground
d D E \ �y
B Mn. D=2 Ft.
S d
`TUck
L Exist. Chonnel
Max. d=2 Ft.
G1eo^enil l th d=2 Ft.
g x �n(ttP) Geofexfile
B=2 Ft.
b=2 Ft.
in. D=2 H. I— Riprap i o
Min. D=3.5 Ft.
Channel Bed Gaotaxnl:
Channel Banam
Max. d=2 Ft. )Variable) Type of Liner= CL I RIPRAP
b=5 Ft.
TYpe °f Uner=�OIR FIBER MAT
8=2 Ft Until Refasal lTypl 'Pbm Geotenile U�aer PdpNP
Type pf Liner= COIR FIBER MAT - ,n LoCanens 0lrened by Bneiaeer FROM STA. 24+00 -L- TO STA. 25+00 -L- RT
FROM STA. 35 0 -L- TO STA. 37+12 -L- LT
FROM STA. 37+00 -L- TO STA. 38+01 -L- LT mwer-F CLIINi Ra - red-ln IFROM STA. 27+06 -L- TO STA. 28+00 -L- LT
STA. 27 �-L- RT
In

6
/ PROJECT REFERENCE NO. SHEET NO.
DETAIL 1 DETAIL 4 DETAIL 5 R-5840 5
ATERAL BASE DITCH RIP RAP AT EMBANKMENT
RN/ SHEET NO.
m SPECIAL CUT DITCH I at to scalel (Nal fa scalel 50' �� 0 50x 100' ROADWAY DESIGN HYDRAULICS
SPECIAL
to scale) L T
—or^m b I0'/ ENGINEER ENGINEER
slope N'l .dI EII Dill,
c�ouna ?sT D FGround d D 2.• ,.�'t. slope Grede ,.D'min. ,s SCALE: 1"=100'
Min. D=1.5 Ff. GEOT_LE— g
Min. D=2 H. GEOTEXIILE
Max. d=2 Ft.
FROM STA. 25+00 -L- TO STA. 26+00 -L- LT 'when B is < 6.0' g=3 Ft. Tyne at Liner= 11 iONs cL RIPRAP
FROM STA. 32+50 -L- TO STA. 33+44 -L- RT Type of Liner= CL RIPRA b=5 Ft. Geafexlile= 20
FROM STA. 26+50 -L TO STA. 26+80 -L- LT FROM STA. 26 180 -L- Tq�sTA. 26 1 90 -L- LT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SURFACE WATER MPACTS \ PERMIT DRAWING
SHEET 4 OF 36
�
N TEMPORARY SURFACE WATER IM ACTS DATE: 8/28/2024
o
M M
DAVID MICHAEL HALFORD
CAROLYN W HALFORD
OLLIE MOSS ESTATE JOY CONNER BOLT
BURY INVERT 1.0'
r ) 8 7 7
l /� �/I (I (� I I 1 \\��`� \�\« �� t 9 �� "` tiTR P� — =i »/�» //�IlT7��11
9� /iii l/ I Fo w
W b \ \\ib�\�db4T s LLI
� / / rn DETAIL 4 \� W
�v yvvv w
LLI 'Y 3 qA1 �j �///Y / P .9\\\�9��� ��\ R��\�I �� ` \ 9 �9 \ \�� 9S� qq0 o°i \ I 6I `l�\l vT "\ ��/\\\\ \�\�` /��// ER' tN �\ j����'ic;+°j� PTFT'2&'I 24 Ln
LLII
0
O
+
00
-
6 GE to
RCP - - - -- -- - R AIN
e u
_ s
AA°Lu
qo / ✓�E
siLLa��eG A ���� e E -�— 969 /
s G7Y IMVER? 1 0
( T
JI �� "'(I� \ w000ST �9a ➢P� E�SPf=C. GUT V' DITCH 6',i�j ' AA N MCAB� =- y
/) t \\\\\ ((( i
2% 946� SITEgsv s�DF>sAFL /%��
L RIf
SITE 1 g y 5� 4�
j ERMIIII�, DI V jl�fGz j
CL II RIPRAP ) _ _ I/ �� � \` -y-95
EST. 25 TONS pax ,� T j���@� apA \ \��_ -�� 952'
I_ PERMrF7 Vttl"t y PIPET CHANNEL r� - C ~9s��r \� \ ~ —/ 9� `
EST.35 SY GF SILVER �i LC \ �� Y S MOORE
ROCK SIDS �/� � OF �� 8 BANK STABILIZATION JESSICA D OORE
SEE DETAIL SHEET D-0I FOR EN A R EAIENT EST. 40 TONS CL II RIPRAP ENE
EST TONS 80ULD R51LL FOR ENLARGEMENT C�Y�Cl�11 EST. 65 SO GF
EST. 7 SY FiSILL CHANNEL CHANGE SEE DETAIL 30
SEE DETAIL 6
/ PATRICIA EDWARDS
BRENDA SUE EDWARDS
C
T
C
0
a
N/
y FROM STA. 24+76 -L- TO STA. 25+83 -L- RT STA. 27 20 -L- RT
m
E
a
s
dT
DETAIL 6
CHANNEL CHANGE
( Notto Scale)
DETAIL 7
SPECIAL CUT BASE DITCH
(Not t° smlel
DETAIL 8 DETAIL 30 DETAIL 31
SPECIAL LATERAL BASE DITCH IRE OUTLET CHANNEL STABILIZATION TO PROTECTION
(Not to scale) (Notm smlel fo scalel
COIR FIBER MATTING b
TO TOP OF BANK Nufural
N^furol
n9
od CnannelB�^F�m Norural eca ii°c
Proposed Ground
Fill slope �- -
Ground y5. d�ax —From
M°t Dncn
'7
Nofural —Fill n Iln mall Elewlio^ F Qe
1 °c to \ °c
Natural r—
Z ounr� 2 \ J
7 D 1'1"iFt.
D F\°
Sloae
y o�e,el Natural s\°
Ground 5.7 A � X,es slope ao a Ground h ry
d D E
\R �y
B Min. D=2 Ft.
d
`Tuerk d
Exist. Channel
Max. d=2 Ft.
Gmorcnill lh d=2 Ft.
B x
^(ttP)
B=2 Ft,
b=2 Ft. Ge°fexfile
Min. D=2 H. Press P'prnp n ^
Min. D=3.5 Fr.
enannel6ed Gaorexnl:
cnnnnel annnm
Max. d=2 Ft. NoriaNel Type of Liner= CL I RIPRAP
b=5 Ft.
Type °f Uner=�01R FIBER MAT
8-2 Ft until Refusal lTYPI 'Pbm Geol�dile under PdpNP
Type °f Liner= COIR FIBER MAT - ,n Locanens 0�rend 6y Engi^eer FROM STA. 24+00 -L- TO STA. 25+00 -L- RT
FROM STA. 35 0 -L- TO STA. 37+12 -L- LT
FROM STA. 37+00 -L- TO STA. 38+01 -L- LT mwe -F CLIIN�Rn - red -In FROM STA. 27+06 -L- TO STA. 28+00 -L- LT

PROJECT REFERENCE NO.
SHEET NO.
R-5840
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
C
STA
2
+ 07
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DATE-
97
96
EX
TB95
RT
X IB
L
_
-
-
- - -
_
EXI
TB
LT
X BED
EK
T
R
XV
BURY
INVERT
1'
X
6"
CP
PR
P
0"
RCP
O
-
EX
BE
BURY
I
VET1

DETAIL 1
DETAIL 7
DETAIL 8
DETAIL 9
SPECIAL CUT DITCH
[Norte Srola)
SPECIAL CUT BASE DITCH
(Nott° Scale)
SPECIAL LATERAL BASE DITCH
)Nato s<oel
PECIAL LATERAL N' DITCH
(No110 style)
—Fro
0ircli
Norurul / A�N°c Slope
Ground S F\O
/ D
Min. D=1.5 Ft.
Nat—1 _
Ground �S/ G\rec pn�F'
d D F° Slope
B Min. D=2 FL
Noturol has —Fill
aund �S. '�' slope
d D F\der
c
Natural p.\° —Fill
Grouua 1sl F°° slope
Max. d=2 Fr.
B=2 FL
B
Min. D=2 Ft.
Mi.. D=1.5 Ft.
FROM STA. 41+00 -L- TO STA. 42+00 -L- LT
FROM STA. 49+50 -L- TO STA. 51+00 -L- LT
Type of Liner= COIR FIBER MAT
Mox. d=2 Ft.
Type °f Liner= C R FIBER MAT B=2 Ft.
FROM STA. 42+00 -L- TO ST 42+73 -L- LT
YKUM SIA. 4C+/S -L- IU OI A. 40+0U -L- LI —M ]IA. dd+U I,L- IV JIA. JY+C/ -L- LI \
0
WL- OPEN CUT
a
SPEC. L TERIAL 2' ASE DITC
y' OIR FIB MATTING
EST. 991 SN OIR FIBE MATTING \ JOAN S WALDROP 1 I
1 EE DETAIL 8 ISFD lGO \
DQ ID MICHAEL HALFOR - \� 1 IjC- CUT 2' BASE DITCH
Lu AROLYN W HALFORD _ SITE 3
_ ODS I LWJ'COIR FIBER MATTING
Lu I" D S . PS dCOIR FIBER MATTING
_ \ BURY INVERT 1.0' PEC. CUT 'V' DITCH SEE DETAIL 7
(� A D //''SEE DETAIL 1
I Nor ro Scole]
Nalu,ol
Ground
D
Min. D=2 Fr. B
1��
STA. 42+74 -L- RT
MINIML
COVER
Ln
DETAIL 32 DETAIL 40
PIPE OUTLET CHANNEL & BANK STABILIZATION PIPE INLET CHANNEL & BANK STABIUZ/
Norm srolel f Nat m sale
ral I'd Naru, 1-
Flevorian [lewlion
urol our tll I ou tll
Group �oiuck G exrile �oTuck I
M.0Iln'PI oflfr a Min
ceme.rdr cce+caile•
- <nenl m=Flump a,nel
seLnb,Egg - eed erne
o„enr
CL I Np4 , - Keved-in - CL I MI - Ke d-In
STA. 40FL40 -L- RT STA. 40+10 -L- LT
50' 25' 0 50, 100'
[n1m
SCALE: 1"=100'
GE NDALLAR
MARINOTE 1:
INSTALLATION IN PUBLIC R/W REQUIRES COMPACTION
OF 95% STANDARD PROCTOR, AFTER INSTALLATION,
SURFACE MUST BE TOPSOILED AND CPASSED AS
REQUIRED RY REGULATORY AUTHORITY.
WATERLINE OPEN CUT PIPE BEDDING
TYPICAL
NOT TO SCALE
U
\2' BERM DITCH vSCL I RIPRAP
2' BERM DITCH wRCL I RIPRAP EST. 409 TONS CL I RIPRAP
EST. 204 TONS CL I RIPRAP EST. 748 SY GEOTEXTILE
EST. 374 SY GEOTEXTILE SEE DETAIL 2
SEE DETAIL 2
PIPE INLET CHANNEL Z CL 'B' RIPRAP
L1..1 / OR I 8 BANK STABILIZATIOIA / SPEC. LATERAL 'V' DITCH ,J EST. 2 TONS
L1..1 EST. 44 TONS CL I IgRAP / SEE DETAIL 9 �! �I P . 7 SY GF
E E E EST. 47 SY GF / I '-r UINS
N 24 PDE-DU Hw�� DETAIL 40 E E E f, E
O R w E-
C) I5" C P M NTPINI
MBACKFILL ARCH PIPE n REM VE
J F
BURY INVERT 1.0' F To'
Q � 30
LLI
Z AAR N MCABEE
J �s
P` OUTLET CHANNEL / j
& BANK STABILIZRIPRAP N o\
EST. 44 TONS CL RIPRAP
P
EST. 47 WOODS \ �\
f SEE DETAIL 2
ELI
WOODS `Eds
ILLS
OUSTON
BDO
- PDE_ PDT A ' L
I E W EF E
CL 'I' RIPRAP STANDARD 4' BASE DITCH
EST. 11 TONS EST. 23 CY DDE
EST. 22 SY GF H R- SEE DETAIL 10
_ `TDE—
,16' \-� -
+\ F
SPERMIi'-6�
SHEET 10 OF
� 3FO R ENLARGEMENT
JAMES M SHEHAN
PATRICIA J SHEHAN
SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTS
I
JAMES L FOSTER ESTATE
15" -ELBOWS
—E—
C -
WOODS
LARRY DEAN WALKER C-
SPEC. CUT 'V' DITCH _
SEE DETAIL 1
0
PROJECT REFERENCE NO.
SHEET NO.
R-5840
6
RN/ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 8 OF 36
DATE: 8/28/2024
KENNETH A HYDER
PAMELA G HYDER
KE�NNETF£A-k1Y11F� J
PAMELA G HYDER E� BDO'
p�D518"
zz
— — _ ,
Fs F E �j� L Ze — — — �` F
�x\ E E E sc N
X + I OR �� WOODS
C - _ PHILLIP EUGENE MCABEE w a
X x n� T, JULIE A MCABEE _ �`
�= I" ��
IMLLIAM JAMES RUFF A
AMY JOLLEY RUFF DK �r
DETAIL 2
BERM BASE DITCH
(Nor ro seole) b
d
Min. D=1.5 Ft. B-GFG.FXFILF
Max. Fr.
B=] Ft.
b=2 Ff.
Type °f liner= CL I RIPRAP
FROM STA. 45+25 -L- TO STA. 47+50 -L- LT
FROM STA. 47+50 -L- TO STA. 51+64 -L- LT
L
Lu
Ln
Lu
Lu
� N
O
O
Qy ,
— Lo
J
J W
2

DETAIL 1
DETAIL 7
DETAIL 8
DETAIL 9
SPECIAL CUT DITCH
[ NO te Srola)
SPECIAL CUT BASE DITCH
( Not t° Scale)
SPECIAL LATERAL BASE DITCH
)Nato s<o el
PECIAL LATERAL N' DITCH
( M., 1. style)
—Fro
oircli
Norurol / \ A�N°c Slope
Ground S F\O
/ D
Min. D=1.5 Ft.
Nat—1 _
Ground �S/ G\ree pn�F'
d D F° Slope
B Min. D = 2 FL
Noturol has —Fill
aund �S. '�' slope
d D F\der
c
Natural p.\° —Fill
Grouua 1sl F°° slope
Max. d=2 Fr.
B=2 FL
B
Min. D=2 Ft.
Min. D=1.5 Ft.
FROM STA. 41+00 -L- TO STA. 42+00 -L- LT
FROM STA. 49+50 -L- TO STA. 51+00 -L- LT
Type of Liner= COIR FIBER MAT
Mox. d=2 Ft.
Type °f Liner= C R FIBER MAT B=2 Ft.
FROM STA. 42+00 -L- TO ST 42+73 -L- LT
YKUM SIA. 4C+/S -L- IU OI A. 40+0U -L- LI —M ]IA. dd+UPt— IV JIA. JY+C/ -L- LI
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TEMPORARY SURFACE WATER IMPACTS
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D
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DETAIL 32 DETAIL 40
PIPE OUTLET CHANNEL & BANK STABILIZATION PIPE INLET CHANNEL & BANK STABIUZ/
Norm srolel f Nat m sale
ral I'd Naru, 1-
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CL I NpI , - Keved-in - CL I MI - Ke d-In
STA. 40+40 -L- RT STA. 40+10 -L- LT
50' 25' 0 50, 100'
[n1m
SCALE: 1"=100'
GE NQAL�R
MARINOTE 1:
INSTALLATION IN PUBLIC R/W REQUIRES COMPACTION
OF 95% STANDARD PROCTOR, AFTER INSTALLATION,
SURFACE MUST BE TOPSOILED AND GRASSED AS
REQUIRED RY REGULATORY AUTHORITY.
WATERLINE OPEN CUT PIPE BEDDING
TYPICAL
NOT TO SCALE
SIIWI YPI �R E fl� ` \L �- \� 1E
5
0
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04 TONS CL I RIPRAP
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m0—SEr—DETAIL2
—994
PROJECT REFERENCE NO.
SHEET NO.
R-5840
6
RN/ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 9 OF 36
DATE: 8/28/2024
KENNETH A HYDER
PAMELA G HYDER
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r 6 932— / J
Rk
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DETAIL 2
BERM BASE DITCH
(Nor ro seolo) b
d
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Max. d=1.5 Fr.
B=] Ft.
b=2 Ff.
Type of liner= CL I RIPRAP
FROM STA. 45+25 -L- TO STA. 47+50 -L- LT
FROM STA. 47+50 -L- TO STA. 51+64 -L- LT
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100
so
so
100
PROJECT REFERENCE NO.
SHEET NO.
R-5840
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Cl.ST
4
+
3
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PAMELA G HYDER
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SEE DETAIL 10
DETAIL 2
BERM BASE DITCH
1 Not m Scale) �b
I I
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round ?S.� D 1�
d
Min. D=1.5 Ft. B—GEOTEXTLE
Max. d=1.i Ft.
b=2 Ft.
Type of Liner= CL I RIPRAP
FROM STA. 54+00 -L- TO STA. 55+80 -L- LT
L()
JAMES M SHEEHAN
DB 417 PG 1568
R+PR P
2t166GEOTEcTI
EP
E
SPEC. CUT 'V'
COIR 1IBERT. 700 SCS
E DETAIL 12
II
E
JAMES M SHEEHAN
DB 417 PG 1565 A, A N
DITCH � UPMATTING \ FEE,OIR FIBER MATTING 1
1 \
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EST. 525\SY C
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MINIML
COVER
GRA DULAR
MATERIAL
NOTE 1:
INSTALLATION IN PUBLIC R/W REQUIRES COMPACTION
OF 95% STANDARD PROCTOR. AFTER INSTALLATION,
SUREACE MUST BE 70PSOILED AND GRASSED AS
RE O UIRED BY REGULATORY AUTHORITY.
WATERLINE OPEN CUT PIPE BEDDING
TY P CAL
NOT TO SCALE
a
CUT 'V' DITCH
FIBER MATTING _
1BER MATTING
J$EE DETAIL 12
\DUE
— 18'
B \NIINTIINID III
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E E E E
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4
DETAIL 9
DETAIL 10
DETAIL 12
DETAIL 13
SPECIAL LATERAL 'V' DITCH
( Not to Scale?
STANDARD BASE DITCH
(Nof to 5mle)
PECIAL CUT DITCH
(Not to Scale)
SPECIAL LATERAL BASE DITCH
1 Not t° sculel
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°
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.,52 D FYo n
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E
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it
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STA. 52+43 -L- RT
Type of Lin = COIR FIBER MAT Max =2 F
-p
FROM STA. 5 100 -L- TO STA. 57 100 -L- LT
FROM STA. 66, 0 -L- TO STA. 66+01 -L- LT
FROM STA. 57+00 -L- TO STA. 63+36 -L- RT
FROM STA 518 +00 -L- TO STA. 62+50 -L- LT
50' 25' 0 50' 100,
SCALE: 1"=100'
WL- OPEN CUT
PIPE INLET CHANNEL
BANK STABILIZATION
SEE DETAIL 44
� T
WOODS
CINDYY STAGGS
DB 360 PG 924
Woo S
DUE—
DLJp
WDF
�r
REMOVE 6'x4' RCBC —
NC 9 22'PAVEO ROADNAY
PROJECT REFERENCE NO.
R-5840
RN/ SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
7
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 12, OF 36
I DATE' 8/28/2024 1
PIPE INLET CHANNEL
BANK STABILIZATION
SEE DETAIL 43
/ //
00
/ /k
/
/ /
/
Lu
GERALD RAY PADGETT
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PENELOPE J PADGETT
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DB E PG 1930
Be a0a Pc 93
/ DB E PG 1930
N
I/
SPEC.
LATERAIL ASE DITCH
w
_
/ E DETAIL 13
W
BURY INVERT 1.0'
PUtE�
H GTD T In GTD F
f
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Q
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OII
T
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E E PE) I Lu
SPEC. LATERAL 'V' DH PIPE OUTLET CHANNEL
CONC SEE DETAYY,,LL``9 BANK STABILIZATION
D EST, 45 TONS CL II RIPRAP
ISEE DETAIL 33 J
P — — — — — — ----1
SEE PERMIT DRAWING Q
x SHEET 14 OF 36
C2�'- FOR ENLARGEMENT
DETAIL 33
PIPE OUTLET BANK STABILIZATION
coax nacx eµx—=� I Nal to 5Cale)
d, ry. EpsxPC —Tuck Geot-1.
u M G ", IN
Chan el BodoY Ii G oLe.cl13 nl' ns dcr
Untd Rulusal L1 p1 CHryu; ableEL lED Directed by Eng nee.
�w'
cngth=20 Ft. eN- I' T V
m br Ikrolliam o„is;d.
— Top of Bonk "f ' A sl�re• 1 �ol5r��.,
Est.= 55 T°nz of Class II RilrRap, KeyedJn
Est.- 60 SY GeoI-&
STA. 63+40 -L- R1
SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTS
DETAIL 43
PIPE INLET BANK STABILIZATION
IN, to Scale)
E• —Tuck G e fd.
m of1ft
P ss Kprup in1 — Pi 'I,
senile under
Channel Bonom Riprap in Lacalionc
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Length=20 Ft. ° 1�lba "A.Il'd 12fl oeaide T..,
d Top of Bank I " 11r�m.
Est. 40 Tons f EIb,, 11 Ri R p Keyed
Est.= 40 SY GeotRAW
STA. 63+27 -L- LT
DETAIL 44
cola once INLET BANK STABILIZATION
+o -oP or x.nx (Npf to Scale] j gPE1M "c
dou�°,d
14 TXY
rczz ry"oe? Oa.
Ripm—cHA-NCunnl Batp
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ke
nGimeoutmeMnolef
1Nundery
ed by e.
Length 31 Ft RiwR� ra b II
d- Top of Bonk
Est.= 25 Tons of Class II R,,Z KeVedan
Ezt.= 25 sY Ge°...II
STA. 63+27 -L- LT

PROJECT REFERENCE NO. SHEET NO.
R-5840 7
DETAIL 2
o.D. + ie"
IIII-IIII NOTE 1
Bc IIII-IIII
MINIMUM - -
RN/ SHEET NO.
ROADWAY DESIGN HYDRAULICSSEE
ENGINEER ENGINEER
BERM BASE DITCH
( Nof fo Scale) B
�7
Gofaral pyyy
d y D
COVER 30" 2 IIII IIII
IIII
- =
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[I Ft. B-GEOTEXTILE
Max.d=,s Ff.
6-] Ft.
QTFILL
4 _ (NATIVE MATERIAL)
MIN. IIII Ilu-lluuulgl 50' 25' 0 50' 100'
yp, Ft.
Type of liner= CL IRIPRAP
FROM STA. 54+00 -L- TO STA. 55+80 -L- LT
III(=IIII=
COMPACTED
GRANDULAR
MATERIAL
NOTE 1: SCALE: 1"=100'
INSTALLATION IN PUBLIC R/W REQUIRES COMPACTION
OF 95`o STANDARD PROCTOR. AFTER INSTALLATION.
DOCUMENT NOT CONSIDERED
FINAL
SURFACE MUST HE TOPSOILED AND GRASSED AS
RE O UIRED BY REGULATORY AUTHORITY.
WATERLINE OPEN CUT PIPE BEDDING
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
Typ L
NOOTTTTOO SCALE
SHEET 13 OF
36
L
DATE° 8/28/ 24
KENNETH A HYDER JAMES M SHEEHAN
PAMELA G HYDER DB 417 PG 1568
_ e JAMES M SHEEHAN
7 '�_ _i 9 0— B 417 PG 156§
19
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WL— OPEN CUT
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$EE DETAIL044 ti j A N�
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ATION
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X T KATRINA�ACK C
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v��� �� SHEET 14 OF 36
V
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SURFACE WATER IMPACTS
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DETAIL 43 DETAIL 44
PIPE INLET BANK STABILIZATION cola once INLET BANK STABILIZATION
IN, I. Scale)eu;k` rc -c. or a.nu I Npf fo Scale]
f M -�
DETAIL 9 DETAIL 10 DETAIL 12
SPECIAL LATERAL 'V' DITCH STANDARD BASE DITCH PECIAL CUT DITCH
( Not to S<ale7 (NI to Smle) (N f fa Scale)
a
DETAIL
SPECIAL LATERAL
Nof t°
-Fr�rn
13 DETAIL 33 d, —Tack G ex,lle f4 d'
BASE DITCH PIPE ounET BANK srndu¢AnoN I min ,am of ih
Scalel .o rroP cor a.N=_� (Nat to Smlel �oP or eo���kn` Press Riprnp info - %aPr. G 1-BIP under - Geo,exM1le
Channel Bonom Riprap in Lacafions Press Ripmp in o uck nimam
n---""G°o nd CN NeL Fp "
CHVoneblel
of 1N
Natural Namrol <
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7 ) Nec
R.-I AI°T -Fll M D �', and S�R W
D �fch Natural
Slope G round .SX D
a ❑e,il Re(osul lTyp) Oi.cccd by e g er channel Bnnem
oR f -FILL -Tuck Geofexnle be iebk) p d Until Refusal Typ1 11nce G afe:dile Under
d' \ Np-Rop �.. e n II
F\�e SIoPe usN� M e of IN Len91h ]0 FT ed by r
sl..pe:P� e
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J D F d
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a
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1 7 d Top of Bank
Press R' rap -n,a I G ofcxflc Undcr Est. 40 Tons of Class I Rip -Rap K y d Length 31 F1 wwR� �a b II
Min. D=1.5 Ft. Chancel Bonom i L d= Top Bonk
/
CH N.LI BEp caTons of
6 4 Ft. . LI Ft. B=2 Ff Until Rcf-,F" ryanable) Due- by Eng nee, Esf. t Sy Geo-tde Esf.= ]5 Tons of Class II Rip -Rap Keyedan
Min. D=1.5 Ft. STA. 52+43 -L- RT Type of Lin = COIR FIBER MAT Max =] F LcnyIt— FT 'w'°N-w.p m br k,.r�ll.a ro zn o„rua. ToN STA. 63+27 -L- LT Ezf.= 25 Sv Geafexfile
slPPe. P� IPI6dIelnnvl51-1-1
FROM STA. 5 100 -L- TO STA. 57 I OD -L- LT FROM STA. 6 0 -L- TO STA. 66+01 -L- LT d= Tap of Bank "` ��` STA. 63+27 -L- LT
FROM STA. 57+00 -L- TO STA. 63+36 -L- RT EsT= 55 T°nz of Class II Rip -Rap, Keyedan
FROM $TA. +00 -L- TO STA. 62+50 -L- LT
''^3
EsT- 60 SY Geofenile
STA. 63+40 -L- RT

\
\
10' 5' 0
10' 20'
PROJECT REFERENCE NO. SHEET NO.
RW SHEET NO.
WOODS
SCALE: 1"=20'
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
WL-OPEN CUT
TEMP SURFACE
WATER IMPACTS
ODOCUMENT
NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
Du�
�
SHEET 14 OF 36
D
E
DATE: 8/28/2024
\ o a
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IMPACTS
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SITE 4
TEMP SURFACE
WATER IMPACTS
SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTS

100
so
so
100
PROJECT REFERENCE NO.
SHEET NO.
R-5840
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CL
SA
3+31
-1-
93
EX
TB
LT
N
EX
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LT
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RT
92
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B
RY
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B
RY
INVERT
IV
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6'
4' RCBC
PROP
_ 0.56
7"R
D
P
91

WL- OPEN CUT
PENELOPE J PADGETT
STANDARD CUT 4 BASE DITCH
ROBERT SIDNNEY SILVERS
II W,/ L I RIPRAP
DB 404 PG 93
EST, 60 TONS CL I RIPRAP
\
DB E PG 1930eDDE=21
WODSQSPEC.
LATERAL 2' BASE DITCHIE�tIISEE
DETAIL 13
/J
E
Qd
L
S SURF E WATER IMPACTS I
TEM CIRARY SURFACE WATER MPACTS
O
DAMES M SHEHAN
PATRICIA J SHEHAN
DB 297 PG 425
ti>q
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GUFFEY RENTAL PROPERTIES, LLC
DB 465 PG 2085
WOODS
SPE / LATERAL 4' BASE DITCH �/. GR
RAP SO
DUE ES . 300 TONS CL I RIPRAP
m E4T. g18 SY GE
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SEE DETAIL 39 -
SEE PERMIT DRAWING\
SHEET 18 OF 36
FOR ENLARGEMENT
BRYAN PACK
KATRINA PACK
/ \ DETAIL 1
AL CUT DITCH
/ calelc —Fronk
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FROM STA. 80+00 -L- TO STA. 80-05 -L- LT
SPECIAL L.gTERAL BASE DITCH
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D
Min. D=1.5 Ft.
B=2 Ft.
FROM STA. 66+01 -L- TO STA. 69+00 -L- LT
O GUY
15" —
DUE -DUE -DUE
�DUE-
DETAIL 14
SPECIAL LATERAL BASE DITCH
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Nataral
Ground ?Sk� a Slope
d ? D Qs Met
B
Min. D=2 FF
M- d=2 H.
Type of Liner= COIR FIBER MAT B=4 F.
FROM STA. 78+22 -L- TO STA. 80+00 -L- Ll
I
PROJECT REFERENCE NO. SHEET N0.
R-5840 8
RN/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
50'
25' 0 50' 100'
SCALE: 1"=100'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 16 OF 36
DATE: 8/28/2024
GUFFEY RENTAL PROPERTIES, LLC
DB 465 PG 2082
HTR
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DETAIL 15 DETAIL 16 DETAIL 39 DETAIL 41
SPECIAL LATERAL BASE DITCH LATERAL 'V' DITCH PIPE OUTLET CHANNEL & BANK STABILIZATION STANDARD BASE DITCH
Nor ro Scmlel INor 1D Scale) 211 [Noi ro Stole) (Norio stole)
6 (1YP) Nar�.al Bed Natural Natural
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Noraral ? k.\a5 —Fill Narurol Fill oral „ral d 2:� D
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D F ) D h'� rou ound —Tuck Geolenile
d Gcorcxrilc— aMini a of lh
Min. D-2 Fr. Tuck Georexlile @ lTMpl
Georezrile— @ b=5 Ff. o mum of lh Der ail Applies I— fl is 60'
for Clusz land 11 Rip -Rap; Min. D=1.5 H.
Min. D=2.0 Ff. G �ex0le gel aed M11G1 1 And All Width. for Cl— B Riper p d=1.5 Fr.
o Fr FROM STA. 69+00 -L- TO STA. 80+OS -L- RT ngrl,= eo jvadadel „� Laear,an, ore�ned�nvrE��g;� er Ty, of Liner= CL I Rip -Rap, Ke din B=4 H.
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WL- OPEN CUT
PENELOPE J PADGETT STANDARD CUT 4 BASE DTC I�
ROBERT SIDNNEY SILVERS II -' W,/CL-YI£IPRAP
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I I PROJECT REFERENCE NO. SHEET N0.
R-5840 8
RN/ SHEET NO.
ROA
S SURF E WATER IMPACTS DWAY DESIGN HYDRAULICSENGINEER ENGINEER
TEM ORARY SURFACE WATER MPACTS
50' 25' 0 50' 100'
SCALE: 1"=100'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 17 OF 36
DAMES M SHEHAN
PATRICIA297 PG 425 J SHEHAN
DB 29DATE: 8/28/2024
ti>q
GUFFEY RENTAL PROPERTIES, LLC
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B=2 Ft.
FROM STA. 80+00 -L- TO STA. 80-05 -L- LT
FROM STA. 66+01 -L- TO STA. 69+00 -L- LT
DETAIL 14
SPECIAL LATERAL BASE DITCH
I Not to Scale)
Natural
Ground �Sk� a Slope
d 7 D Qs Met
B
Min. D=2 FF
Ma d=2 H.
Type of Liner= COIR FIBER MAT B=4 F.
FROM STA. 78+22 -L- TO STA. 80+00 -L- Ll
DETAIL 15 DETAIL 16 DETAIL 39 DETAIL 41
SPECIAL LATERAL BASE DITCH LATERAL 'V' DITCH PIPE OUTLET CHANNEL & BANK STABILIZATION STANDARD BASE DITCH
Nor to Senile (Nor to scale) 211 [Nel to Srole) (Nor to stole)
6 (1YP) Nptural Natural
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d Gcorcxtilc— a Mini a at lh
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for All land 11Ripd-L5=F H.
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FROM STA. 69+00 -L- TO STA. 71+50 -L- LT STA. 69-00 -L- RT

100
so
so
100
PROJECT REFERENCE NO.
SHEET NO.
R-5840
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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10
BERM B SE DITCH PIPE OUTLET CHANNEL STABILIZATION RN/ SHEET NO.
scale)
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FROM STA. 106+00 -L- TO STA. 108+ -L- LT STA. 105 1 50 -L- RT
50' 25' 0 50' 100'
ED
ICI .-I( BBACKFI
— (NATIVlL MATE RIAL)
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Ln
DATE: 8/28/2024
TYPSCALE
NOT07 TO To scnLE
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I
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DEI 18
DB 185 PG 128
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SEE DETAIL 24
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SEE DETAIL 21
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SEE PERMIT DRAWING \. SEE DETAIL 34 SALLY WALKER ESTATE
T
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`c„ DB 101 PG 265
u
SHEET 22 OF 36 'S� DB 107 PG 183
Q
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DETAIL 24 DETAIL 25 AS
DETAIL 21 RIP RAP AT EMBANKMENT RIP RAP AT EMBANKM T
RIP RAP AT EMBANKMENT IN°I rp scplel (N°I to scale)
( Na1Ia Scale)
10'min. 10'min.
10'min. Ditch
Ditch 1.0'min. —1.5 Grpde 10'min. —1.5
Dit<h I.0'min. 15 Grade
Grade
GEOTEXTILE GEOTEXTILE
GEOTEXfILE
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Gear-.1— 50 SY FROM STA. 104+30 -L- TO STA. 105+00 -L- LT FROM STA. 105+52 -L TO STA. 106+00 -L- RT
FROM STA. 104-00 -L- TO STA. 104+36 -L- LT
DETAIL 20 DETAIL 22 DETAIL 23
/
DETAIL 9 DETAIL 17 DETAIL 18
SPECIAL LATERAL 'VDITCH SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH
( No1Io Scale) (N.1 1° scale? I Not t° scale)
DETAIL 19
SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH RIP RAP AT EMBANKMENT SPECIAL CUT BASE DITCH
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—Fill R
Nalural °c —Fill p� °c sbpe Nptural y p.\ ° —Fill
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Min. D=1.5 Ft.
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Type Of Liner= COIR FIBER MAT Max. d=1.5 F+.
FROM STA. 94+49 —L— TO STA. 108+4 —L— RT B=2 Ft
FROM STA. 106+00 —L— TO STA. 108+49 —L— RT FROM STA. 91+00 —L— TO STA. 96+00 —L— LT Type °f Liner= COIR FIBER MAT
Max. d=1.5 Ft.
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-When 6 is- 8=3 Ft.
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B=3 Ft. Type MLiner= I Ri+00
Type pf Liner= CL I RIPRAP FROM STA. 102+00 —L— TO STA. 105+41 —L— RT FROM STA. 105+36 —L— TO STA. 105+51 —L— RT
FROM STA. 96+50 —L— TO STA. 104+00 —L— LT FROM STA. 94+50 —L— TO STA. 96+00 —L— LT
FROM STA. 96+00 —L— TO STA. 102+00 _L— RT

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�B AIL 2 DETAIL 34 R-5840
10
BERM B SE DITCH PIPE OUTLET CHANNEL STABILIZATION RN/ SHEET NO.
la scale)
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NOTE 1:
INSTALLATION IN PUDLIC R,w S CUQN
AFTER INSTALLATION,
QF 95 FA%sMUSARE PRDCTOR.AFTER ASSS SURFACE WATER IMPACTS
SD RFArrE MIDST BE TOPSOILED AND GRASSED AS SHEET 21 O F
3 6
Ln REQUIRED BY REGU ATOOL AUTHORITY. Ln
WATER NE OPEN cPPE BEoo N� DATE: 8/28/2024
TYPSCALE TEMPORARY SURFACE WATER IMPACTS
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DB 267 PG 1233
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DETAIL 21 RIP RAP AT EMBANKMENT RIP RAP AT EMBANKM T
RIP RAP AT EMBANKMENT INpt fp scplel INof to scale)
(Nat to Scale)
10'min. 10'min.
10'min. Ditchrpde
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GEOTEXTILE GEOTEXTILE
GEOTEXIILE
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Type °f Liner= 40 TONS,CL I RIPRAP GeS,CL le= 75 SV
Geat-.1— 50 SY FROM STA. 104+30 -L- TO STA. 105+00 -L--FT FROM STA. 105+52 -L TO STA. 106+00 -L- RT
FROM STA. 104-00 -L- TO STA. 104+36 -L- LT
DETAIL 20 DETAIL 22 DETAIL 23
/ DETAIL 9 DETAIL 17 DETAIL 18 DETAIL 19
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH RIP RAP AT EMBANKMENT SPECIAL CUT BASE DITCH
( Not to Scale) I Nol I scale? I Not to scale) (N°t fa Sc°IeJ I Not to smle) (N°t la sc°Ie) ( Not t Scala)
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Nalural °t —Fill p� °t Fill Nptural y p.\ ° —Fi11 G�°und S pat t —Fill Ground Fill Ditch \Met
+oral y\et Ground S slope ] ] 1"iFt. I.0'min_ 1.5 Ground p' Ditch
Ground ?S.y D Eon°c slope Gr°oand �S.] p F d 'T p F\Met d.7 D F\ate slope d D slave Grade D F\o slaPe
d GEOTExI1LE — 6 Min. D=1.5 Ft. /. B Min. D-1.5 Ft.
g Ge°texlile— g GEOTEXTILE B-2 Ft
Max. d=1.5 Ft.
Min. D=1.5 Ff. Min. D=1.5 H. Min. D=1.5 Ft. 50 Min. D=1.5 Ft. -When 6 is - 8=3 Ft.
Mox. d=1.5 Ft. Mox. d=1.5 Ft. Type °! Liner= II TONS,CL I RIPRAP
Type Of Liner= COIR FIBER MAT Max. d=1.5 F+. b=5 Fr. GeateAd— 22 SY FROM STA.1+00 -L- TO STA. 108+00 -L- LT
FROM STA. 94+49 -L- TO STA. 108+4 -L- RT B=2 Ft B=3 Ft. Type of Liner= I Rip -Rap
FROM STA. 106+00 -L- TO STA. 108+49 -L- RT FROM STA. 91+00 -L- TO STA. 96+00 -L- LT Type of Liner= COIR FIBER MAT Type of Liner= CL I RIPRAP FROM STA. 102+00 -L- TO STA. 105+41 -L- RT FROM STA. 105+36 -L- TO STA. 105+51 -L- RT
FROM STA. 96+50 -L- TO STA. 104+00 -L- LT FROM STA. 94+50 -L- TO STA. 96+00 -L- LT FROM STA. 96+00 -L- TO STA. 102+00 -L- RT

PROJECT REFERENCE NO. SHEET NO.
10' 5' 0 10' 20'
RN/ SHEET NO.
' I
SCALE: 1 =20 ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
O
O
OO
M
°°
TEMP SURFACE
O WATER IMPACTS DUE
0
a
DUE Z
D U
E
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SURFACE WATER
PERMIT DRAWING
IMPACTS FILL IN WETLAND
SHEET 22 OF 36
WL-OPEN C
I..IW
DATE:8/28/2024
SURFACE WATER
o c
o
---------
00 O IMPACTS
o
00000 00
---
0 0
O ° °C OCD
oa
—
— —
00
x
00° ga0 ga°
ILS0
MTIRTTIRDD R/
\
now
FILL IN WETLAND g �i�
—� — CD
Q6
0
MTIRTTIRDD R/
°
0 0
O 00
0 00 Oo0 00
ga0
oo
°
Ewa
o00 0 °000
0 CD °o
30
SITE 6 PDE
FILL IN WETLAND
SURFACE WATER
IMPACTS
- Ct
moo\
SURFACE WATER IMPACTS
TEMP SURFACE
\
TEMPORARY SURFACE WATER IMPACTS
WATER IMPACTS
\

0
"ElTT
5 10
PROJ. REFERENCE NO.
SHEET NO.
R-5840
X-63
130
1,0
130
1,10
1
0
100
90
80
70
60
50
AD
30
20
1
13
20
30
AD
50
60
70
80
90
100
1
0
120
1130
1,0
150
PERMIT
DRAWIN
SHEET
23
OF
3
DATE:
8/
8/
02
Pn
4d
zgon
—
4•�
0
+
00
S
TE
ILL
IN
WE
LAND
90
MP
CT
IN
S
RFA
E
A
ER
IF
ILL I
ET
AN
a•i
900
1
0
1,0
1
0
1
0
110
1
10
0
0
0
0
0
0
30
20
13
1
20
30
0
50
0
0
0
0
1
0
11
0
120
1
0
1
0
1
0

100
so
so
100
PROJECT REFERENCE NO.
SHEET NO.
R-5840
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CL
STA
1
4 +
2
L-
X TB
L
EX
TB
RT
EX
TB
RT
EX
BIE
EX
B
T
BURY
WERTV
—
-�
X
0"
RcpPROP
7
" R
P
D
EX
BED
BURY
I
VET
1'

_O
Lu
Lu
2
N
Lu
Lu
tn
O
O
00
O
r
J
I
Lu
J
2
V
F_
Q
�j
SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTS
FILL IN WETLAND
MECHANIZED CLEARING
0
O.D. + 18'
IIII=IIII
SEE 1
IIII=IIII
MINIMUM
BNOTE
=
_
COVER 30" IIII
IIII
2
-
lill
— CAREFULLY
IIII:._
+
III CCOMPACTED
—_
(9N,
NOTE 1:
N5TALLATION
OF 959 STANDARD
SURFACE MUST
REQUIRED BY
WATERLINE OPEN
IIII=IIII_IIII IIII=
-IIII-
IN PUBLIC R/W
PROCTOR,
BE TOPSOILED
REGULATORY AUTHORITY.
CUT
(NATIVE MATERIAL)
COMPACTE
MRANDUL R
MATERIAL
REQUIRES COMPACTION
AFTER INSTALLATION,
AND CRA55ED AS
PIPE BEDDING
TYP CAL
NOT TO SCALE
50' 25' 0 50' 100'
SCALE: 1"=100'
PROJECT REFERENCE NO.
SHEET NO.
R-5840
11
RN/ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 25 OF 36
DATE: 8/28/2024 1
SALLY WALKER ESTATE
DB 101 PG 265
SALLY WALKER ESTATE
WL— OPEN CUT DB 107 PG 183
BsT/ DB 101 PG 265 1 . / DB 107 PG 183 - 1^'✓ f CHANNEL VEMENTS
2' BERM DITCH w/CL I RIPRAP SITE 7 & BANK STABIL TION
/Fj/ EST. 91 TONS CL I RIPRAP � EST. 21 TONS CL I RIPRAP
2' BERM DITCH w/CL I P 2' BERM DITCH WCL I RIPRAP EST. 166 SY GEOTEXTILE EST. 25 SY GF
EST. 47 TONS CL I RIPRA / EST. 136 TONS CL I RIPRAP SEE DETAIL 2 eKQ01LS 15EE DETAIL 37
EST. 85 SY GEOTEXTIL / T EST. 249 SY GEOTEXTILE RIPRAP AT EMBANKMENT
SEE DETAIL 2 L\ .2 SEE DETAIL 2 I /
/'' SEE DETAIL 26 /
DU DUE DUE DUE DUE DUE DU
SPEC. LATERAL 2' BASE DITCH DUE�DUE E
/ SEE DETAIL 13 DUE_9n�QIItE11 DUE
+ / / BDO BOO / �Y RIPRAP AT EMBANKMENT SEE DETAIL 9 DUE DUE DUE DUE
SEE DETAIL 27 C
x X xJ BST/ C C 18=E� c R _15" /ELBOWS RFHC C R BWF
E x MAINTAweo ww _ MAINTAINEDXX x
— — — — — — — — i rj — — — — OS — — — — — — — — — — — — — — — — — — — —
CL 'I' RI P CL 'I' RIPRAP
EST.4 125 EST.3 TONS
— — — — = n;u
PDE E E E E E E E E x BwF
PDE I\� x x
SALLY WALKER ESTATE I m CHANN EL IMPROVEMENTS E — E
WOODS DB 101 PG 265 I EST. 211 TONSCLI RIIOPRAP I
DB 107 PG 183 EST. 25 SY GF
j OAF - k E DETAIL 37
EPEP RMI DRAWI✓ G 0s ,
SHEET 27 F 36 W°°°s
FOR ENLAR _
Woods STATE OF NORTH CAROLINA
SUE MAZ2
1 LLLI
MARK 2CONSERVATION EASEMENT AREA '10
I I
( DETAIL 2
BERM BASE DITCH
I N r m S­Ia1�--b—y
it Narurol I I RDVlV
Ground �S.d D
d
Min. D=1.5 Ff. B—GEOTEXIILE
E Max.d=1.5 FL
L B=2 Ff.
b=2 Ft.
Type of Liner= CL I RIPRAP
s, FROM STA. 108+49 —L— TO STA. 109+00 —L— LT
1B FROM STA. 111+50 —L— TO STA. 114+00 —L— LT
DETAIL 9 DETAIL 13
SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL BASE DITCH
Nof ro Stole] (Nor ro Smlej
Natural �p� —F'I
Narurol °x —Fill Ground �S A 511
Ground �5.� F N°� slope
D LB] Min. D-1.5 Ft.
B=2 Ft.
D-1.5 Ft.
FROM STA. 110+00 —L— TO STA. 114+50 FROM STA. 108+49 —L— TO STA. 109+00
FROM STA. 115+50 —L— TO STA. 118+50 —L— LT
FROM STA. 122+00 —L— TO STA. 122-49 —L— LT
DETAIL \
RIP RAP AT EMBANKMENT
( Nor ra stole)
lU'min
Ditch 1.0'min. —1.5
Grode
GEOTEXTILE
Type of Liner= 16 TONS,CL I RIPRAP
Ge°rexfile= 31 3V
FROM STA. 105+00 —L— TO STA. 105+15 —L— RT
DETAIL 26 I
RIP RAP AT EMBANKMENT
(N ffo MBA
10'min.
D'nch — 1.0'min. 1.5
Grode
GEOT—ILE
Type °f Liner= 18 TONS,CL I eRIPRAP
Geofeeil= 36 SV
DM STA. 114+50 —L— TO STA. 114+88 —L— LT
DETAIL 37
CHANNEL IMPROVEMENTS
& STABILIZATION
fNorro 1w1e)
urUl eed
Ele.nrian
\ tll
GroniZ `Tuck Georexnle
o Minimum of lh
Oeore.nle <banncl ecd 1YP
%ace G mile u
ngrb= 27 R.
6 in ration. Dimc cdnby Engine
Typ
e or Liner=CL II NII. p — Keyed4.
STA. 11114+95 —L— FIT
STA. 4+95 —L— LT
SALLY WALKER ESTATE
DB 101 PG 265
DB 107 PG 183
N_
Lu
Lu
2
<n
Lu
Lu
Cn
O
JO
T
N
N
r
J
Lu
J
2

O
r
F—
LU
Lu
N
Lu
Lu
N
O
O
O
O
r
I
J
I
Lu
_Z
J
V
F-
Q
►:
SURFACE WATER IMPACTS
TEMPORARY SURFACE WATER IMPACTS
FILL IN WETLAND
MECHANIZED CLEARING
DETAIL 2
BERM BASE DITCH
I Norm Sealal�--b-y
urol�Fl.—EIILE
RDVlV
GrroundMin. D=1
Max. d=1.5 FL
B=2 Ff.
b=2 Ft.
Type of Liner= CL I RIPRAP
FROM STA. 108+49 -L- TO STA. 109+00 -L- LT
FROM STA. 111+50 -L- TO STA. 114+00 -L- LT
0
O.D. + 18'
IIII=IIII
SEE 1
IIII=IIII
MINIMUM
BNOTE
=
_
COVER 30" IIII
IIII
2
-
lill
+
- CAREFULLY
IIII:._
III CCOMPACTED
-_ (NATIVE MATERIAL)
(9N,
NOTE 1:
N5TALLATION
OF 95% STANDARD
SURFACE MUST
REQUIRED BY
WATERLINE OPEN
IIII=IIII_IIII IIII=
-IIII-
IN PUBLIC R/W
PROCTOR,
BE TOPSCUED
REGULATORY AUTHORITY.
CUT
COMPACTE
MRANDUL R
MATERIAL
REQUIRES COMPACTION
AFTER INSTALLATION,
AND CRA55ED AS
PIPE BEDDING
TYP CAL
NOT TO SCALE
SIAIE OF NORTH CAROLINA
CONSERVATION EASEMENT AREA '10
50' 25' 0 50' 100'
SCALE: 1"=100'
DETAIL 27 \ DETAIL 26 I DETAIL 37
RIP RAP AT EMBANKMENT RIP RAP AT EMBANKMENT CHANNEL IMPROVEMENTS
DETAIL 9 DETAIL 13
SPECIAL LATERAL'V' DITCH SPECIAL LATERAL BASE DITCH INar re sralel INef fe 8<plel &STABILIZATION
Nof to SCPIe] (Nor ro Smlej lU'min. 10'min. 1Nor ro Sw1e) oral eed
Ditch D'nch — Ele.nrion
AIlac —NI
Grode 10 min. —1.5 Grode I.0'min. 1.5 oral arurol
Noturol °c — Fill G� A 81 pe Grano
Ground �S A.\ N°c SoPe a] D F\o\xot 7 �Tutlk Georexnle
] D E Min. D-1.5 Ft. GEO —ILE GfOTE>TILE G o Minimum of lh
6-2 Ft. Type of Line.= 16 TONS,CL I RIPRAP Type °f Liner= 18 TONS,CL I RIPRAP eo e.nle <ban6cl Bcd �Nace Geerextile a deer RiPra1
Min. D=1.5 Ft. Ge°t—M L 31 SV Geofeeile= 36 SV Lengrb= 1] in Lororian. �imcrcd by Engine
FROM STA. 110+00 -L- TO STA. 114+50 -L- T FROM STA. lOS+00 -L- TO STA. 105+15 -L- PIT F OM STA. 114+50 -L- TO STA. 114+88 -L- LT pe of Line.= CL II NI-R p - Keyedan
FROM STA. 108 +50 L -O TO S STA. 109+00 STA. 114+95 -L- RT
FROM STA. 115+00 -L- TO STA. 118+50 -L- LT
FROM STA. 122+00 -L- TO STA. 122-49 -L- LT I � STA. 114+95 -L- LT
PROJECT REFERENCE NO.
SHEET NO.
R-5840
11
RN/ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 26 OF 36
DATE: 8/28/2024
SALLY WALKER ESTATE
DB 101 PG 265
DB 107 PG 183
N
r
Lu
Lu
<n
Lu
Lu
N
O
O
N
N
r
I
J
I
Lu
_Z
U
F-

1 D' S' 0 10' 20'
tFtM
PROJECT REFERENCE NO. SHEET NO.
/
0 D
SCALE: 1"=20' `-s
0
RN/ SHEET NO.
ROAEN IN EDWAY RSIGN HENGINEERS
o
00
o
ILL IN WETLAND
DUE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DUE �o
U E
PERMIT DRAWING
SHEET 27 OF 36
WL-OPEN CUT
DATE: 8/28/2024
MECHANIZED
CLEARING
/
SITE 7
RFH-
--_
CD
ao0 o
oo
aoo
O
> os
W
-L-
o-
00 00
i- t
--
oB
E
g
SURFACE WATER {./ \
IMPACTS
o
SURFACE WATER IMPACTS
v
CD
rn
TEMP SURFACE
0
rn
TEMPORARY SURFACE WATER IMPACTS
WATER IMPACTS
FILL IN WETLAND
o
*
0
o 0 �,,\
MECHANIZED CLEARING
o�
o
✓

\l f
0
"ElTT
5 10
PROJ. REFERENCE NO.
SHEET NO.
R-5840
X- 0
130
1,0
130
1,10
1
0
100
90
80
70
60
50
AD
30
20
1
13
20
30
AD
50
60
70
80
90
100
1
0
120
1130
1,0
150
PERMIT
DRAWIN
SHEET
28
OF
3
DATE:
8/
8/
02
11
+
50,0
-Pon
-
z
11
+
30.0
11
+
po.0
z
Q
J
W
Pon
FILL
IN
WETLAND
1
0
1
0
1
0
1
0
1
0
100
0
0
70
60
0
0
30
20
1
1
20
30
0
50
0
0
0
0
1
0
1
0
1
0
1
0
1
0
1
0

100
so
so
lon
PROJECT REFERENCE NO.
SHEET NO.
R-5840
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
4—
Cl
STA
11
+
5
L—
POP
TB
EX
TB
RT
TB
PROP
X1
B L
EX
TB
R
890
E
T
L
X EED
--
PROP
BED
X BED
PROP
0"
RCP
PROP
BED
— 1.08ro
X 3
x4'
CB

0
"ElTT
5 10
PROJ. REFERENCE NO.
SHEET NO.
R-5840
X-15
130
1,0
130
1,10
1
0
100
90
80
70
60
50
AD
30
20
1
13
20
30
AD
50
60
70
80
90
100
1
0
120
1130
1,0
150
PERMIT
DRAWIN
SHEET
33
OF
3
DATE:
8/
8/
02
89
.
Z
Q
F`
W
qon
'sue
41
89
.
O
Q
W
-
FIL
IN
W
TLA
D
0
g>
O
SI
E
Q
z
Q
W
ti
IMPACT
IN
SURFSURFA
CE
A
ER
FI
L I
ETLAND
z
130
1,0
110
0
1
0
1
0
100
90
80
70
60
0
0
30
20
13
1
20
30
40
50
0
70
0
0
1
0
110
1
0
1
0
1
0
1
0

100
so
so
100
PROJECT REFERENCE NO.
SHEET NO.
R-5840
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CL
STA
1
4 +
5
L-
EX
TB
RT
�
N
_
\
E
Til
R
EK
TB
LT
BUY
INVERT
1
2
q4"
RCP
X BED
EX
0"
cmil
B
RY
IN
ERT
V

WETLAND AND SURFACE 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+70 to 26+05-L-RT
CHANNEL CHANGE
0.03
177
1A
DEWATERING
0.01
36
2
26+97 to 27+17-L-
60" PIPE REPLACEMENT
< 0.01
44
2A
26+83 to 27+03-L-LT
INLET CHANNEL STABILIZATION
< 0.01
14
2B
DEWATERING
< 0.01
9
2C
27+14 to 27+42-L-RT
OUTLET CHANNEL STABILIZATION
< 0.01
20
2D
DEWATERING
< 0.01
12
3
40+06 to 40+38-L-
66"x51" ARCH REPLACEMENT
< 0.01
31
3A
29+84 to 40+08-L-LT
INLET CHANNEL STABILIZATION
< 0.01
22
3B
DEWATERING
< 0.01
16
3C
40+36 to 40+52-L-RT
OUTLET CHANNEL STABILIZATION
< 0.01
16
3D
DEWATERING
< 0.01
10
3E
39+99 to 40+02 -L-LT
DEWATERING (WATERLINE)
< 0.01
3
4
63+25 to 63+35-L-
72" PIPE PIPE REPLACEMENT
< 0.01
21
4A
62+77 to 63+29-L-LT
INLET CHANNEL DEWATERING
< 0.01
54
4B
63+29 to 63+49-L-RT
OUTLET BANK STABLIZATION
24
4C
DEWATERING
< 0.01
14
4E
62+82 to 63+19 -L-LT
DEWATERING (WATERLINE)
< 0.01
28
TOTALS*:
0.04
0.02
369
182
0
*Rounded totals are sum of actual impacts
NOTES:
Site 1: Channel Loss 61 LF
Revised 2018 Feb

WETLAND AND SURFACE 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)
5
68+72 to 68+92-L-
54" PIPE REPLACEMENT
< 0.01
15
5A
68+81 to 69+17-L-RT
OUTLET CHANNEL STABILIZATION
< 0.01
32
5B
DEWATERING
< 0.01
12
6
104+54 to 105+43-L-
72" PIPE REPLACEMENT
< 0.01
< 0.01
< 0.01
79
6A
104+09 to 104+55-L-LT
INLET CHANNEL
< 0.01
40
6B
DEWATERING
< 0.01
23
6C
105+35 to 105+64-L-RT
OUTLET CHANNEL
< 0.01
23
6D
DEWATERING
< 0.01
10
6E
104+13 to 104+56 -L-LT
DEWATERING (WATERLINE)
< 0.01
< 0.01
< 0.01
4
7
114+80 to 114+90-L-
60" PIPE REPLACEMENT
< 0.01
29
7A
114+90 to 115+42-L-LT
INLET CHANNEL STABILIZATION
0.01
0.02
7B
114+88 to 115+00-L-RT
OUTLET CHANNEL STABILIZATION
< 0.01
25
7C
DEWATERING
< 0.01
9
7D
114+87 to 115+25 -L-LT
DEWATERING (WATERLINE)
< 0.01
< 0.01
8
124+48 to 124+67-L-
2 at 48" PIPE REPLACEMENT
< 0.01
25
8A
124+12 to 124+49-L-LT
INLET CHANNEL STABILIZATION
< 0.01
< 0.01
< 0.01
22
8B
DEWATERING
< 0.01
22
8C
124+50 to 125.26-L- RT
OUTLET CHANNEL STABILIZATION
0.04
< 0.01
< 0.01
14
8D
124+55 to 125+18 -L-RT
DEWATERING (WATERLINE)
< 0.01
0.01
< 0.01
3
SHEET 34 OF 35
TOTALS
0.04
0.02
369
182
TOTALS*:
0.05
< 0.01
0.06
0.06
0.03
673
265
0
*Rounded totals are sum of actual impacts
NOTES:
Site 6: Wetland Total Take Due to Loss of Function
Revised 2018 Feb