Addendum 1 ARFQ DEP2700000008 to add plans.pdf
PDF 35 MB Posted
- Attached to
- AML - Brushy Meadow Creek Highwall B
- Solicitation number
- ARFQ 0313 DEP2700000008 2
- Issued by
- West Virginia
About this file
Addendum 1 to ARFQ DEP2700000008: Brushy Meadow Creek Highwall B Project
This addendum to Solicitation ARFQ DEP2700000008, issued by the West Virginia Department of Environmental Protection (WVDEP), Office of Abandoned Mine Lands and Reclamation, modifies the original request for qualifications for the Brushy Meadow Creek Highwall B remediation project in Nicholas County, West Virginia. The addendum's primary purpose is to attach project plans that were not included in the original solicitation. The project involves comprehensive restoration of an abandoned mine highwall site, including the design and construction of multiple erosion and sediment control channels, underdrain systems, rock check dams, level spreaders, and stabilized construction features. The design encompasses five primary channels (Channels 1 through 5) with multiple sub-channels, spanning approximately 55,500 linear feet along the baseline. The project includes approximately 18,605 cubic yards of total embankment volume and 33,702 cubic yards of total excavation volume across the site. Attached plan sheets include existing conditions sheets (Sheets 1-4), erosion and sediment control plans (Sheets 5-8), planting plans (Sheets 9-12), proposed plans (Sheets 13-16), detailed cross-sections (Sheets 17-46), profile sheets (Sheets 47-55), and miscellaneous construction details (Sheets 56-60).
Vendors must acknowledge receipt of all addenda, including Addendum 1, and submit the Addendum Acknowledgment Form with their bids; failure to acknowledge addenda may result in bid disqualification. The specifications reference detailed construction standards for fabric form channels, grass channels, 12-inch PVC underdrain and conveyance pipes, super silt fence (Smart Fence 42), rock check dams, bench-to-channel transitions, low water crossings, level spreaders, and tree planting areas totaling approximately 18.75 acres distributed across four designated planting zones. All provisions of the original solicitation and any other previously issued addenda remain in full force and effect. Vendors are instructed that only information issued in writing and added to the specifications through official addenda is binding, and no verbal representations made during oral discussions with state personnel are binding.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SOLICITATION NUMBER: ARFQ DEP27000000008
Addendum Number: 1
The purpose of this addendum is to modify the solicitation identified as ARFQ DEP2700000008 ( “Solicitation”) to reflect the change(s) identified and described below.
Applicable Addendum Category:
[ ] Modify bid opening date and time
[ ] Modify specifications of product or service being sought
[ ] Attachment of vendor questions and responses
[ ] Attachment of pre-bid sign-in sheet
[ X ] Correction of error
] Other-
Additional Documentation: Documentation related to this Addendum (if any) has been included herewith and is specifically incorporated herein by reference.
Terms and Conditions:
1. All provisions of the Solicitation and other addenda not modified herein shall remain in full force and effect.
2. Vendor should acknowledge receipt of all addenda issued for this Solicitation by completing an Addendum Acknowledgment, a copy of which is included herewith. Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.
ADDENDUM ACKNOWLEDGEMENT FORM
SOLICITATION NO.: ARFQ DEP2700000008
Instructions: Please acknowledge receipt of all addenda issued with this solicitation by completing this addendum acknowledgment form. Check the box next to each addendum received and sign below.
Failure to acknowledge addenda may result in bid disqualification.
Acknowledgment: I hereby acknowledge receipt of the following addenda and have made the necessary revisions to my proposal, plans and/or specification, etc.
Addendum Numbers Received:
(Check the box next to each addendum received)
[ ] Addendum No. 1 [ ] Addendum No. 6
[ ] Addendum No. 2 [ ] Addendum No. 7
[ ] Addendum No. 3 [ ] Addendum No. 8
[ ] Addendum No. 4 [ ] Addendum No. 9
[ ] Addendum No. 5 [ ] Addendum No. 10
I understand that failure to confirm the receipt of addenda may be cause for rejection of this bid. I further understand that that any verbal representation made or assumed to be made during any oral discussion held between Vendor’s representatives and any state personnel is not binding. Only the information issued in writing and added to the specifications by an official addendum is binding.
Company
Authorized Signature
Date
NOTE: This addendum acknowledgement should be submitted with the bid to expedite document processing.
SOLICITATION NUMBER: ARFQ DEP2700000008
Addendum Number: 1
1. Addendum to attach plans that were not included in the original solicitation.
H
AN
C O
C K
BR
O
O
KE
OHIO
PENNSYLVANIA
MARYLAND
JE
FF
ER
SO
NBE
RKE
LE
YMORGAN
MINERAL
HAMPSHIRE
MARSHALL
WETZEL MONONGALIA
PRESTON
HARDY
GRANT
TAYLOR
MARION
HARRISON
DODDRIDGE
RITCHIE
TYLER
PLEASANTS
WOOD
LEWIS
BARBOUR
TUCKER
PENDLETON
RANDOLPH
UPSHUR
BRAXTON
WIRT
C
AL
H O
U N
ROANE
JACKSON
MASON
WEBSTER
POCAHONTAS
GREENBRIER
CLAY
PUTNAM
CABELL
WAYNE
LINCOLN
FAYETTE
KANAWHA
BOONE
LOGAN
RALEIGH
SUMMERS
MERCER
WYOMING
MCDOWELL
KENTUCKY
OHIO
VIR
GIN
IA
GILMER
MONROE
MINGO
PROJECT AREA
NICHOLAS COUNTY, WEST VIRGINIA
LOCATION MAP
INDEX OF SHEETS BID SCHEDULE
SCHEDULE DESCRIPTION
COVER SHEETCOVER
PROJECT AREA
PROJECT AREA
SCALE: 1" = 1 MILE
VICINITY MAP
SCALE: 1" = 2000'
PROJECT MAP
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
1_ tit le _g en no te s\ co ve r s he et .d w g
Pl ot te d by : s ke lly
5088 Washington Street, West Charleston, WV 25313 Phone: 304-776-7473
Fax: 304-776-6426 www.elrobinsonengineering.com
P.E. #10619ERIC COBERLY 7/1/2026
west virginia department of environmental protection
HAROLD D. WARD, CABINET SECRETARY
BRUSHY MEADOW CREEK HIGHWALL B
DIVISION OF LAND RESTORATION
OFFICE OF ABANDONED MINE LANDS AND RECLAMATION
NICHOLAS
PLAN SHEET INDEXINDEX
EXISTING PLAN SHEET1- 4
EROSION & SEDIMENT CONTROL PLAN SHEET5- 8
PROPOSED PLAN SHEET13- 16
CROSS SECTIONS17 - 46
PROFILE SHEET47 - 55
MISCELLANEOUS DETAILS56 - 60
9- 12 PLANTING PLAN SHEET
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
NORTH
E108810 Text Box
.7
.8
.0
.1
.2
.9
.2
.9
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
D
EN
SE
T
R
EE
S
D
EN
SE
T
R
EE
S
DENSE TREES
D
EN
SE
T
R
EE
S
DENSE TREES
DENSE TREES
DENSE TREES
DE
NS
E T
DENSE TREES
DENSE TREES
DENSE TREES
D
EN
SE
T
R
EE
S
DENSE TREES
D
EN
SE
T
R
EE
S
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P L
PL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL
PL
P L
PL
PL
PL
PL
PL
PLPLPL
PL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P L
PL
PL
PL
PL
PL
PL
1, 5, 9, 13
2, 6, 10, 14 3, 7, 11, 15
4, 8, 12, 16
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee t i nd ex .d w g
Pl ot te d by : s ke lly
NORTH
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W
V
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
PL
A
N S
H
EE
T
IN
D
EX
1022078
INDEX
G R
AP
H
IC
S
C
AL
E
0'
0'
0'
0'
AutoCAD SHX Text 2815.595
AutoCAD SHX Text
AutoCAD SHX Text 2718.192
AutoCAD SHX Text
AutoCAD SHX Text 2919.705
AutoCAD SHX Text
AutoCAD SHX Text 2533.075
AutoCAD SHX Text
AutoCAD SHX Text 2818.5
AutoCAD SHX Text 2819.4
AutoCAD SHX Text 2827.5
AutoCAD SHX Text 2828.5
AutoCAD SHX Text 2902.5
AutoCAD SHX Text 2905.6
AutoCAD SHX Text 2865.4
AutoCAD SHX Text 2841.2
AutoCAD SHX Text 2857.4
AutoCAD SHX Text 2813.6
AutoCAD SHX Text 2807.4
AutoCAD SHX Text 2723.6
AutoCAD SHX Text 2713.4
AutoCAD SHX Text 2711.6
AutoCAD SHX Text 2716.7
AutoCAD SHX Text 2737.8
AutoCAD SHX Text 2817.7
AutoCAD SHX Text 2737.6
AutoCAD SHX Text 2844.6
AutoCAD SHX Text 2832.4
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2744.8
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2716.3
AutoCAD SHX Text 2696.7
AutoCAD SHX Text 2695.7
AutoCAD SHX Text 2710.7
AutoCAD SHX Text 2713.5
AutoCAD SHX Text 2633.2
AutoCAD SHX Text 2645.2
AutoCAD SHX Text 2576.6
AutoCAD SHX Text 2623.5
AutoCAD SHX Text 2642.8
AutoCAD SHX Text 2647.7
AutoCAD SHX Text 2645.5
AutoCAD SHX Text 2692.8
AutoCAD SHX Text 2687.6
AutoCAD SHX Text 2647.6
AutoCAD SHX Text 2695.7
AutoCAD SHX Text 2708.2
AutoCAD SHX Text 2754.4
AutoCAD SHX Text 2815.6
AutoCAD SHX Text 2819.7
AutoCAD SHX Text 2805.4
AutoCAD SHX Text 2728.5
AutoCAD SHX Text 2693.2
AutoCAD SHX Text 2615.4
AutoCAD SHX Text 2612.5
AutoCAD SHX Text 2680.7
AutoCAD SHX Text 2927.7
AutoCAD SHX Text 2854.4
AutoCAD SHX Text 2848.6
AutoCAD SHX Text 2835.5
AutoCAD SHX Text 2810.9
AutoCAD SHX Text 2724.6
AutoCAD SHX Text 2850.9
AutoCAD SHX Text 2839.7
AutoCAD SHX Text 2782.3
AutoCAD SHX Text 2751.4
AutoCAD SHX Text 2624.9
AutoCAD SHX Text 2637.7
AutoCAD SHX Text 2642.3
AutoCAD SHX Text 2690.8
AutoCAD SHX Text 2743.6
AutoCAD SHX Text 2755.6
AutoCAD SHX Text 2754.6
AutoCAD SHX Text 2744.7
AutoCAD SHX Text 2719.2
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2738.4
AutoCAD SHX Text 2696.8
AutoCAD SHX Text 2695.5
AutoCAD SHX Text 2689.7
AutoCAD SHX Text 2708.6
AutoCAD SHX Text 2675.1
AutoCAD SHX Text 2648.6
AutoCAD SHX Text 2624.5
AutoCAD SHX Text 2528.5
AutoCAD SHX Text 2526.3
251025202530
25402540
266026702680
.8
.0
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
D
EN
SE
T
R
EE
S
D
EN
SE
T
R
EE
S
DENSE TREES
PL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
PL
PL PL
PL
END HIGHWALL B
LAT: N38° 08' 23.50"
LONG: W80° 39' 41.19"
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee ts .d w g
Pl ot te d by : s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
EX
IS
TI
N
G P
LA
N
S H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M
ATCH LINE - SHEET 2
AutoCAD SHX Text 2533.075
AutoCAD SHX Text
AutoCAD SHX Text 2633.2
AutoCAD SHX Text 2645.2
AutoCAD SHX Text 2576.6
AutoCAD SHX Text 2623.5
AutoCAD SHX Text 2642.8
AutoCAD SHX Text 2645.5
AutoCAD SHX Text 2615.4
AutoCAD SHX Text 2612.5
AutoCAD SHX Text 2751.4
AutoCAD SHX Text 2624.9
AutoCAD SHX Text 2637.7
AutoCAD SHX Text 2648.6
AutoCAD SHX Text 2624.5
NORTH
2710272027302740
.2
.9
.2 26
.9
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
D
EN
SE
T
R
EE
S
PL
PL PL PL PL PL PL PL PL
PL PL PL PL PL PL PL PL
PL PL PL
PLPLPLPLPLPLPLPLPLPLPLPLPL
PLPLPLPL
P L
PLPL
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee ts .d w g
Pl ot te d by : s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
EX
IS
TI
N
G P
LA
N
S H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M A
TC
H
L
IN
E
- S
H
EE
T
M
AT
CH
L
IN
E
- S
HE
ET
AutoCAD SHX Text 2713.5
AutoCAD SHX Text 2647.7
AutoCAD SHX Text 2645.5
AutoCAD SHX Text 2692.8
AutoCAD SHX Text 2687.6
AutoCAD SHX Text 2647.6
AutoCAD SHX Text 2708.2
AutoCAD SHX Text 2680.7
AutoCAD SHX Text 2642.3
AutoCAD SHX Text 2708.6
AutoCAD SHX Text 2675.1
AutoCAD SHX Text 2648.6
27202730
2710272027302740
27202720
276027702780
28002810
2810282028302840
.9
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DE
NS
E
TR
EE
S
DENSE TREES
DENSE TREES
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL
PL
PL
PL
PL
PL
PL
PL
PL
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee ts .d w g
Pl ot te d by : s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
EX
IS
TI
N
G P
LA
N
S H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M A
TC
H
L
IN
E
- S
H
EE
T 2 M
ATCH LINE - SHEET 4
AutoCAD SHX Text 2718.192
AutoCAD SHX Text
AutoCAD SHX Text 2737.6
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2744.8
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2716.3
AutoCAD SHX Text 2696.7
AutoCAD SHX Text 2695.7
AutoCAD SHX Text 2710.7
AutoCAD SHX Text 2713.5
AutoCAD SHX Text 2695.7
AutoCAD SHX Text 2708.2
AutoCAD SHX Text 2754.4
AutoCAD SHX Text 2728.5
AutoCAD SHX Text 2693.2
AutoCAD SHX Text 2690.8
AutoCAD SHX Text 2743.6
AutoCAD SHX Text 2755.6
AutoCAD SHX Text 2754.6
AutoCAD SHX Text 2744.7
AutoCAD SHX Text 2719.2
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2738.4
AutoCAD SHX Text 2696.8
AutoCAD SHX Text 2695.5
AutoCAD SHX Text 2689.7
283028402850
28102810
28502860
286028702880
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
PL
PL
PL
PL
PL
PL
PL
P L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee ts .d w g
Pl ot te d by : s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
EX
IS
TI
N
G P
LA
N
S H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M A
TC
H
L
IN
E
- S
H
EE
T
AutoCAD SHX Text 2815.595
AutoCAD SHX Text
AutoCAD SHX Text 2818.5
AutoCAD SHX Text 2819.4
AutoCAD SHX Text 2902.5
AutoCAD SHX Text 2905.6
AutoCAD SHX Text 2865.4
AutoCAD SHX Text 2841.2
AutoCAD SHX Text 2857.4
AutoCAD SHX Text 2813.6
AutoCAD SHX Text 2807.4
AutoCAD SHX Text 2713.4
AutoCAD SHX Text 2711.6
AutoCAD SHX Text 2716.7
AutoCAD SHX Text 2737.8
AutoCAD SHX Text 2817.7
AutoCAD SHX Text 2737.6
AutoCAD SHX Text 2844.6
AutoCAD SHX Text 2832.4
AutoCAD SHX Text 2815.6
AutoCAD SHX Text 2805.4
AutoCAD SHX Text 2810.9
AutoCAD SHX Text 2850.9
AutoCAD SHX Text 2839.7
AutoCAD SHX Text 2782.3
251025202530
25402540
266026702680
.8
.0
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
D
EN
SE
T
R
EE
S
D
EN
SE
T
R
EE
S
DENSE TREES
PL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL
PL
LO
D
LO
D
LO
D
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LO
D
LO
D
LOD
LO
DLOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
DLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
0+00
1+
2+00
3+00
4+00
5+00
5+23
0+
1+00
2+00
2+40
0+
1+00
2+00
3+00 3+03
0+
1+00 2+00 3+00
4+00
5+00
6+00
7+00
7+
0+
0+
2+40
END HIGHWALL B
LAT: N38° 08' 23.50"
LONG: W80° 39' 41.19"
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00 9+00 10+00 11+00
12+00
13+00
14+00
15+00
-2 .0
:1
-2 .0:
-2.
0:1
-2.
0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2.0:1
-2 .0
:1
-2.0:1
-2.0:1
-2.0:1
12" PVC
12" PVC
PV
C
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
-2.
0:1
-2 .0:
-2 .0:
-2 .0
:1
SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SS
F
SSF
SS
F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF
SS
F
SSF
SSF
PROPOSED
CHANNEL 1 (FABRIC FORM)
(SEE SHEET 47& 56)
PROPOSED
CHANNEL 1A (FABRIC FORM)
(SEE SHEET 47 & 56)
PROPOSED
CHANNEL 2 (FABRIC FORM)
(SEE SHEET 48 & 56)
PROPOSED
CHANNEL 2A (FABRIC FORM)
(SEE SHEET 48& 56)
PROPOSED
CHANNEL 1A1 (GRASS)
(SEE SHEET 47 & 56)
BEGIN BASELINE
STA = 0+00.00
N = 415434.81 E = 2065761.19
BEGIN CHANNEL 1
STA = 0+00.00
N = 415193.08
E = 2065384.48
END CHANNEL 1
STA = 5+23.47
N = 414826.61
E = 2065428.67
BEGIN CHANNEL 1A
STA = 0+00.00
N = 415089.10 E = 2065539.46
END CHANNEL 1A
STA = 2+39.67
N = 414934.39 E = 2065663.57
BEGIN CHANNEL 1A1
STA = 0+00.00
N = 415021.20
E = 2065650.40
END CHANNEL 1A1
STA = 3+03.18
N = 415230.39
E = 2065839.65
BEGIN CHANNEL 2
STA = 0+00.00
N = 414804.87 E = 2065356.64
END CHANNEL 2
STA = 7+81.79
N = 414057.30 E = 2065397.64
BEGIN CHANNEL 2A
STA = 0+00.00
N = 414649.77
E = 2065363.60
END CHANNEL 2A
STA = 0+78.58
N = 414629.11
E = 2065439.14
END CHANNEL 3A
STA = 2+39.80
N = 414037.40
E = 2065411.04
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
SSF
SS
F
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
SSF
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
BENCH TO CHANNEL TRANSITION
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED LOW
WATER CROSSING TYP.
(SEE SHEET 60 )
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee ts .d w g
Pl ot te d by : s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
ER
O
SI
O
N
S
ED
IM
EN
T C
O N
TR
O
L
PL
A N
S H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M
ATCH LINE - SHEET 6
MAJOR CONTOUR
PROPOSED FEATURES
LEGEND
EXISTING FEATURES
MAJOR CONTOUR790
MINOR CONTOUR
STREAM OR POND
ACCESS ROAD
TREE LINE
PL PROPERTY LINE
OBSCURED AREA/ DENSE TREES
TAX MAP/ PARCEL
MINOR CONTOUR
LOD LOD LIMITS OF DISTURBANCE
CHANNEL
SSF SSF SUPER SILT FENCE (SMART FENCE 42)
UNDERDRAIN/ CONVEYANCE PIPES
CHANNEL AND BENCH FLOW
FABRIC FORM CHANNEL
GRASS CHANNEL
ROCK CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
LOW WATER CROSSING
LEVEL SPREADER
NOTE:
1. SEE SHEET 57 FOR DITCH DIMENSIONS.
AutoCAD SHX Text 2533.075
AutoCAD SHX Text
AutoCAD SHX Text 2633.2
AutoCAD SHX Text 2645.2
AutoCAD SHX Text 2576.6
AutoCAD SHX Text 2623.5
AutoCAD SHX Text 2642.8
AutoCAD SHX Text 2645.5
AutoCAD SHX Text 2615.4
AutoCAD SHX Text 2612.5
AutoCAD SHX Text 2751.4
AutoCAD SHX Text 2624.9
AutoCAD SHX Text 2637.7
AutoCAD SHX Text 2648.6
AutoCAD SHX Text 2624.5
2710272027302740
.2
.9
.2 26
.9
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
PL PL PL PL PL PL PL PL
PL PL PL PL PL PL PL PL
PL PL PL
PLPLPLPLPLPLPLPLPLPLPLPLPL
PLPLPLPL
P L
PL
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D LOD LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LODLOD
LOD
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
7+00 7+82
0+
1+
2+
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
0+00
1+00
2+00
2+40
0+
0+
0+00
0+99
0+
0+
14+00
15+00
16+00
17+00
18+00
19+00 20+00 21+00
22+00 23+00
24+00 25+00
26+00 27+00
28+00
-2 .0
:1
-2.0:1
-2.0:1 -2.0:1 -2
.0 :1
-2.0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
12" PVC 12" PVC
" P
VC
12" PVC 12" PVC
12" PVC
" P
VC
-2.0:1
-2 .0
:1
12" PVC 12" PVC
PV
C
SS
F
SSF
SSF
SSF
SSF
SSF SSF
SSF SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
PROPOSED
CHANNEL 3B (FABRIC FORM)
(SEE SHEET 50& 56)
PROPOSED
CHANNEL 3C (FABRIC FORM)
(SEE SHEET 51& 56)
PROPOSED
CHANNEL 3D (FABRIC FORM)
(SEE SHEET 51& 56)
END CHANNEL 2
STA = 7+81.79
N = 414057.30 E = 2065397.64
BEGIN CHANNEL 3
STA = 0+00.00
N = 413825.35 E = 2065240.29
BEGIN CHANNEL 3A
STA = 0+00.00
N = 413831.83
E = 2065513.15
END CHANNEL 3A
STA = 2+39.80
N = 414037.40
E = 2065411.04
BEGIN CHANNEL 3B
STA = 0+00.00
N = 413764.35 E = 2065554.88
END CHANNEL 3B
STA = 0+93.04
N = 413780.49 E = 2065644.24
BEGIN CHANNEL 3C
STA = 0+00.00
N = 413661.19
E = 2065420.75
END CHANNEL 3C
STA = 0+98.58
N = 413580.45 E = 2065474.01
BEGIN CHANNEL 3D
STA = 0+00.00
N = 413157.63
E = 2065386.03
END CHANNEL 3D
STA = 0+72.19
N = 413182.61
E = 2065453.12
END CHANNEL 3
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50& 56)
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50& 56)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50& 56)
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED LOW
WATER CROSSING TYP.
(SEE SHEET 60 )
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee ts .d w g
Pl ot te d by : s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
ER
O
SI
O
N
S
ED
IM
EN
T C
O N
TR
O
L
PL
A N
S H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M A
TC
H
L
IN
E
- S
H
EE
T
M
AT
CH
L
IN
E
- S
HE
ET
MAJOR CONTOUR
PROPOSED FEATURES
LEGEND
EXISTING FEATURES
MAJOR CONTOUR790
MINOR CONTOUR
STREAM OR POND
ACCESS ROAD
TREE LINE
PL PROPERTY LINE
OBSCURED AREA/ DENSE TREES
TAX MAP/ PARCEL
MINOR CONTOUR
LOD LOD LIMITS OF DISTURBANCE
CHANNEL
SSF SSF SUPER SILT FENCE (SMART FENCE 42)
UNDERDRAIN/ CONVEYANCE PIPES
CHANNEL AND BENCH FLOW
FABRIC FORM CHANNEL
GRASS CHANNEL
ROCK CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
LOW WATER CROSSING
LEVEL SPREADER
PROPOSED
CHANNEL 3A (FABRIC FORM)
(SEE SHEET 50& 56)
NOTE:
1. SEE SHEET 57 FOR DITCH DIMENSIONS.
AutoCAD SHX Text 2713.5
AutoCAD SHX Text 2647.7
AutoCAD SHX Text 2692.8
AutoCAD SHX Text 2687.6
AutoCAD SHX Text 2647.6
AutoCAD SHX Text 2708.2
AutoCAD SHX Text 2680.7
AutoCAD SHX Text 2642.3
AutoCAD SHX Text 2708.6
AutoCAD SHX Text 2675.1
AutoCAD SHX Text 2648.6
2710272027302740
27202720
276027702780
28002810
2810282028302840
.9
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DE
NS
E
TR
EE
S
DENSE TREES
DENSE TREES
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL
PL
PL
PL
PL
PL
PL
PL
LOD
LOD
LOD LOD
LOD
LO
D
LOD
LOD
LOD LOD LOD
LOD
LOD
LO
D
LOD LOD LOD LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LODLOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
15+00 16+00
17+00 17+26
0+
1+
2+
3+00
4+00
5+00 6+00 7+00 7+90
0+
1+00
2+00 2+12
0+
1+
1+
0+
1+
1+
0+
1+
1+
0+
1+
2+
3+00
4+00
5+00
6+
7+00
0+00
1+
1+
28+00
29+00
30+00
31+00
32+00
33+00
34+00 35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2.0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2.0:1
-2.0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2.0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SSF
SSF
SSF
SSF
SSF
SSF
PROPOSED
CHANNEL 4 (FABRIC FORM)
(SEE SHEET 51 & 56)
PROPOSED
CHANNEL 4A (FABRIC FORM)
(SEE SHEET 52& 56)
PROPOSED
CHANNEL 4B (FABRIC FORM)
(SEE SHEET 52& 56)
PROPOSED
CHANNEL 4C (FABRIC FORM)
(SEE SHEET 52& 56)
PROPOSED
CHANNEL 4 (FABRIC FORM)
(SEE SHEET 51& 56)
PROPOSED
CHANNEL 5 (FABRIC FORM)
(SEE SHEET 53-54& 56)
PROPOSED
CHANNEL 4A1 (FABRIC FORM)
(SEE SHEET 52& 56)
END CHANNEL 3
STA = 17+25.68
N = 412580.59 E = 2065617.27
END CHANNEL 4A
STA = 2+11.74
N = 412549.15
E = 2065656.33
BEGIN CHANNEL 4
STA = 0+00.00
N = 412322.99
E = 2065401.19
BEGIN CHANNEL 4A1
STA = 0+00.00
N = 412435.42 E = 2065694.14
BEGIN CHANNEL 4A
STA = 0+00.00
N = 412365.63
E = 2065652.35
END CHANNEL 4A1
STA = 1+75.38
N = 412412.81 E = 2065867.97
END CHANNEL 4B
STA = 1+00.04
N = 412283.19 E = 2065774.11
BEGIN CHANNEL 4B
STA = 0+00.00
N = 412285.46 E = 2065675.71
BEGIN CHANNEL 4C
STA = 0+00.00
N = 412097.89 E = 2065736.10
END CHANNEL 4C
STA = 1+18.92
N = 412109.75 E = 2065853.94
END CHANNEL 4
STA = 7+90.17
N = 411877.59
E = 2065833.20
BEGIN CHANNEL 5
STA = 0+00.00
N = 411741.95 E = 2065621.48
BEGIN CHANNEL 5A
STA = 0+00.00
N = 411588.27
E = 2066126.17
END CHANNEL 5A
STA = 1+22.46
N = 411632.78
E = 2066238.59
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 56)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED LOW
WATER CROSSING TYP.
(SEE SHEET 60 )
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee ts .d w g
Pl ot te d by : s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
ER
O
SI
O
N
S
ED
IM
EN
T C
O N
TR
O
L
PL
A N
S H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M A
TC
H
L
IN
E
- S
H
EE
T
M
ATCH LINE - SHEET 8
MAJOR CONTOUR
PROPOSED FEATURES
LEGEND
EXISTING FEATURES
MAJOR CONTOUR790
MINOR CONTOUR
STREAM OR POND
ACCESS ROAD
TREE LINE
PL PROPERTY LINE
OBSCURED AREA/ DENSE TREES
TAX MAP/ PARCEL
MINOR CONTOUR
LOD LOD LIMITS OF DISTURBANCE
CHANNEL
SSF SSF SUPER SILT FENCE (SMART FENCE 42)
UNDERDRAIN/ CONVEYANCE PIPES
CHANNEL AND BENCH FLOW
FABRIC FORM CHANNEL
GRASS CHANNEL
ROCK CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
LOW WATER CROSSING
LEVEL SPREADER
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50 & 56)
NOTE:
1. SEE SHEET 57 FOR DITCH DIMENSIONS.
AutoCAD SHX Text 2718.192
AutoCAD SHX Text
AutoCAD SHX Text 2737.6
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2744.8
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2716.3
AutoCAD SHX Text 2696.7
AutoCAD SHX Text 2695.7
AutoCAD SHX Text 2710.7
AutoCAD SHX Text 2695.7
AutoCAD SHX Text 2708.2
AutoCAD SHX Text 2754.4
AutoCAD SHX Text 2728.5
AutoCAD SHX Text 2693.2
AutoCAD SHX Text 2690.8
AutoCAD SHX Text 2743.6
AutoCAD SHX Text 2755.6
AutoCAD SHX Text 2754.6
AutoCAD SHX Text 2744.7
AutoCAD SHX Text 2719.2
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2738.4
AutoCAD SHX Text 2696.8
AutoCAD SHX Text 2695.5
AutoCAD SHX Text 2689.7
283028402850
28102810
28502860
286028702880
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
PL
PL
PL
PL
PL
PL
PL
P L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
LO
D
LOD
LOD LOD LOD LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LODLO
D
LO
D
LO
D
LOD
LODLOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
7+00
8+00 9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
+0
+0
+0
+0
+0
+0
1+
1+
0+
0+96
BEGIN HIGHWALL B
LAT: N38° 07' 43.69"
LONG: W80° 39' 25.10"
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
51+00
52+00
53+00
54+00
55+00
55+50
90 28
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0:
-2 .0
:1 -2
.0 :1
-2.0:1
-2.0:1
-2.0:1
-2.0:1
-2.0:1
-2.0:1
-2 .0
:1
-2.0:1
SSF
SSF
SSF
SSF
SSF SSF
SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SS
F SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
PROPOSED
CHANNEL 5 (FABRIC FORM)
(SEE SHEET 53-54 & 56)
PROPOSED
CHANNEL 5 (FABRIC FORM)
(SEE SHEET 53-54 & 56)
PROPOSED
CHANNEL 5B (FABRIC FORM)
(SEE SHEET 55 & 56)
END CHANNEL 5A
STA = 1+22.46
N = 411632.78 E = 2066238.59
BEGIN CHANNEL 5B
STA = 0+00.00
N = 411284.68 E = 2066543.54
END CHANNEL 5B
STA = 0+96.23
N = 411293.65 E = 2066639.03
END BASELINE
STA = 55+50.00
N = 411033.55 E = 2067248.17
END CHANNEL 5
STA = 22+06.36
N = 411144.94 E = 2067220.59
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED STABILIZED
CONSTRUCTION ENTRANCE
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
SSF
SSF
PROPOSED
CHANNEL 5 (FABRIC FORM)
(SEE SHEET 53-54& 56)
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
PROPOSED
NPDES SIGN AND RAIN GAUGE
PROPOSED LAYDOWN YARD
CONTRACTOR SHALL
UTILIZE THIS AREA FOR
CONSTRUCTION ENTRANCE
AND LAYDOWN YARD.
THIS AREA WILL BE
CONSTRUCTED LAST
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee ts .d w g
Pl ot te d by : s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
ER
O
SI
O
N
S
ED
IM
EN
T C
O N
TR
O
L
PL
A N
S H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M A
TC
H
L
IN
E
- S
H
EE
T
MAJOR CONTOUR
PROPOSED FEATURES
LEGEND
EXISTING FEATURES
MAJOR CONTOUR790
MINOR CONTOUR
STREAM OR POND
ACCESS ROAD
TREE LINE
PL PROPERTY LINE
OBSCURED AREA/ DENSE TREES
TAX MAP/ PARCEL
MINOR CONTOUR
LOD LOD LIMITS OF DISTURBANCE
CHANNEL
SSF SSF SUPER SILT FENCE (SMART FENCE 42)
UNDERDRAIN/ CONVEYANCE PIPES
CHANNEL AND BENCH FLOW
FABRIC FORM CHANNEL
GRASS CHANNEL
ROCK CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
LOW WATER CROSSING
LEVEL SPREADER
PROPOSED
CHANNEL 5A (FABRIC FORM)
(SEE SHEET 55 & 56)
NOTE:
1. SEE SHEET 57 FOR DITCH DIMENSIONS.
AutoCAD SHX Text 2815.595
AutoCAD SHX Text
AutoCAD SHX Text 2818.5
AutoCAD SHX Text 2819.4
AutoCAD SHX Text 2902.5
AutoCAD SHX Text 2905.6
AutoCAD SHX Text 2865.4
AutoCAD SHX Text 2841.2
AutoCAD SHX Text 2857.4
AutoCAD SHX Text 2813.6
AutoCAD SHX Text 2807.4
AutoCAD SHX Text 2713.4
AutoCAD SHX Text 2711.6
AutoCAD SHX Text 2716.7
AutoCAD SHX Text 2737.8
AutoCAD SHX Text 2817.7
AutoCAD SHX Text 2844.6
AutoCAD SHX Text 2832.4
AutoCAD SHX Text 2815.6
AutoCAD SHX Text 2805.4
AutoCAD SHX Text 2810.9
AutoCAD SHX Text 2850.9
AutoCAD SHX Text 2839.7
AutoCAD SHX Text 2782.3
251025202530
25402540
266026702680
.8
.0
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
D
EN
SE
T
R
EE
S
D
EN
SE
T
R
EE
S
DENSE TREES
PL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL
PL
LO
D
LO
D
LO
D
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LO
D
LO
D
LOD
LO
DLOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
DLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
0+00
1+
2+00
3+00
4+00
5+00
5+23
0+
1+00
2+00
2+40
0+
1+00
2+00
3+00 3+03
0+
1+00 2+00 3+00
4+00
5+00
6+00
7+00
7+
0+
0+
2+40
END HIGHWALL B
LAT: N38° 08' 23.50"
LONG: W80° 39' 41.19"
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00 9+00 10+00 11+00
12+00
13+00
14+00
15+00
-2 .0
:1
-2 .0:
-2.
0:1
-2.
0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2.0:1
-2 .0
:1
-2.0:1
-2.0:1
-2.0:1
12" PVC
12" PVC
PV
C
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
-2.
0:1
-2 .0:
-2 .0:
-2 .0
:1
SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SS
F
SSF
SS
F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF
SS
F
SSF
SSF
PROPOSED
CHANNEL 1 (FABRIC FORM)
(SEE SHEET 47 & 56)
PROPOSED
CHANNEL 1A (FABRIC FORM)
(SEE SHEET 47 & 56)
PROPOSED
CHANNEL 2 (FABRIC FORM)
(SEE SHEET 48 & 56)
PROPOSED
CHANNEL 2A (FABRIC FORM)
(SEE SHEET 48 & 56)
PROPOSED
CHANNEL 1A1 (GRASS)
(SEE SHEET 47 & 56)
BEGIN BASELINE
STA = 0+00.00
N = 415434.81 E = 2065761.19
BEGIN CHANNEL 1
STA = 0+00.00
N = 415193.08
E = 2065384.48
END CHANNEL 1
STA = 5+23.47
N = 414826.61
E = 2065428.67
BEGIN CHANNEL 1A
STA = 0+00.00
N = 415089.10 E = 2065539.46
END CHANNEL 1A
STA = 2+39.67
N = 414934.39 E = 2065663.57
BEGIN CHANNEL 1A1
STA = 0+00.00
N = 415021.20 E = 2065650.40
END CHANNEL 1A1
STA = 3+03.18
N = 415230.39
E = 2065839.65
BEGIN CHANNEL 2
STA = 0+00.00
N = 414804.87 E = 2065356.64
END CHANNEL 2
STA = 7+81.79
N = 414057.30
E = 2065397.64
BEGIN CHANNEL 2A
STA = 0+00.00
N = 414649.77
E = 2065363.60
END CHANNEL 2A
STA = 0+78.58
N = 414629.11
E = 2065439.14
END CHANNEL 3A
STA = 2+39.80
N = 414037.40
E = 2065411.04
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
SSF
SS
F
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
SSF
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
BENCH TO CHANNEL TRANSITION
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED LOW
WATER CROSSING TYP.
(SEE SHEET 60 )
PROPOSED LOW
WATER CROSSING TYP.
(SEE SHEET 60 )
PROPOSED TREE PLANTING
AREA ±1.0 ACRES
PROPOSED TREE PLANTING
AREA ±1.5 ACRES
PROPOSED TREE PLANTING
AREA ±1.2 ACRES
PROPOSED TREE
PLANTING
AREA ±1.5 ACRES
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\tr ee p la nt in g sh ee ts
.d w g Pl ot te d by
: s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
PL
A
N
TI
N G
P
LA
N S
H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M
ATCH LINE - SHEET10
MAJOR CONTOUR
PROPOSED FEATURES
LEGEND
EXISTING FEATURES
MAJOR CONTOUR790
MINOR CONTOUR
STREAM OR POND
ACCESS ROAD
TREE LINE
PL PROPERTY LINE
OBSCURED AREA/ DENSE TREES
TAX MAP/ PARCEL
MINOR CONTOUR
LOD LOD LIMITS OF DISTURBANCE
CHANNEL
SSF SSF SUPER SILT FENCE (SMART FENCE 42)
UNDERDRAIN/ CONVEYANCE PIPES
CHANNEL AND BENCH FLOW
FABRIC FORM CHANNEL
GRASS CHANNEL
ROCK CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
LOW WATER CROSSING
LEVEL SPREADER
TREE PLANTING AREA
NOTE:
1. SEE SHEET 57 FOR DITCH DIMENSIONS.
AutoCAD SHX Text 2533.075
AutoCAD SHX Text
AutoCAD SHX Text 2633.2
AutoCAD SHX Text 2645.2
AutoCAD SHX Text 2576.6
AutoCAD SHX Text 2623.5
AutoCAD SHX Text 2642.8
AutoCAD SHX Text 2645.5
AutoCAD SHX Text 2615.4
AutoCAD SHX Text 2612.5
AutoCAD SHX Text 2751.4
AutoCAD SHX Text 2624.9
AutoCAD SHX Text 2637.7
AutoCAD SHX Text 2648.6
AutoCAD SHX Text 2624.5
2710272027302740
.2
.9
.2 26
.9
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
PL PL PL PL PL PL PL PL
PL PL PL PL PL PL PL PL
PL PL PL
PLPLPLPLPLPLPLPLPLPLPLPLPL
PLPLPLPL
P L
PL
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D LOD LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LODLOD
LOD
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
7+00 7+82
0+
1+
2+
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
0+00
1+00
2+00
2+40
0+
0+
0+00
0+99
0+
0+
14+00
15+00
16+00
17+00
18+00
19+00 20+00 21+00
22+00 23+00
24+00 25+00
26+00 27+00
28+00
-2 .0
:1
-2.0:1
-2.0:1 -2.0:1 -2
.0 :1
-2.0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
12" PVC 12" PVC
" P
VC
12" PVC 12" PVC
12" PVC
" P
VC
-2.0:1
-2 .0
:1
12" PVC 12" PVC
PV
C
SS
F
SSF
SSF
SSF
SSF
SSF SSF
SSF SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
PROPOSED
CHANNEL 3B (FABRIC FORM)
(SEE SHEET 50 & 56)
PROPOSED
CHANNEL 3C (FABRIC FORM)
(SEE SHEET 51 & 56)
PROPOSED
CHANNEL 3D (FABRIC FORM)
(SEE SHEET 51 & 56)
END CHANNEL 2
STA = 7+81.79
N = 414057.30
E = 2065397.64
BEGIN CHANNEL 3
STA = 0+00.00
N = 413825.35 E = 2065240.29
BEGIN CHANNEL 3A
STA = 0+00.00
N = 413831.83
E = 2065513.15
END CHANNEL 3A
STA = 2+39.80
N = 414037.40
E = 2065411.04
BEGIN CHANNEL 3B
STA = 0+00.00
N = 413764.35 E = 2065554.88
END CHANNEL 3B
STA = 0+93.04
N = 413780.49 E = 2065644.24
BEGIN CHANNEL 3C
STA = 0+00.00
N = 413661.19
E = 2065420.75
END CHANNEL 3C
STA = 0+98.58
N = 413580.45 E = 2065474.01
BEGIN CHANNEL 3D
STA = 0+00.00
N = 413157.63
E = 2065386.03
END CHANNEL 3D
STA = 0+72.19
N = 413182.61
E = 2065453.12
END CHANNEL 3
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50 & 56)
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50 & 56)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50 & 56)
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED LOW
WATER CROSSING TYP.
(SEE SHEET 60 )
PROPOSED TREE
PLANTING
AREA ±1.5 ACRES
PROPOSED TREE
PLANTING
AREA ±1.2 ACRES
PROPOSED TREE
PLANTING
AREA ±2.6 ACRES
PROPOSED TREE
PLANTING
AREA ±2.6 ACRES
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\tr ee p la nt in g sh ee ts
.d w g Pl ot te d by
: s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
PL
A
N
TI
N G
P
LA
N S
H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M A
TC
H
L
IN
E
- S
H
EE
T9
M
AT
CH
L
IN
E
- S
HE
ET
MAJOR CONTOUR
PROPOSED FEATURES
LEGEND
EXISTING FEATURES
MAJOR CONTOUR790
MINOR CONTOUR
STREAM OR POND
ACCESS ROAD
TREE LINE
PL PROPERTY LINE
OBSCURED AREA/ DENSE TREES
TAX MAP/ PARCEL
MINOR CONTOUR
LOD LOD LIMITS OF DISTURBANCE
CHANNEL
SSF SSF SUPER SILT FENCE (SMART FENCE 42)
UNDERDRAIN/ CONVEYANCE PIPES
CHANNEL AND BENCH FLOW
FABRIC FORM CHANNEL
GRASS CHANNEL
ROCK CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
LOW WATER CROSSING
LEVEL SPREADER
TREE PLANTING AREA
PROPOSED
CHANNEL 3A (FABRIC FORM)
(SEE SHEET 50 & 56)
NOTE:
1. SEE SHEET 57 FOR DITCH DIMENSIONS.
AutoCAD SHX Text 2713.5
AutoCAD SHX Text 2647.7
AutoCAD SHX Text 2692.8
AutoCAD SHX Text 2687.6
AutoCAD SHX Text 2647.6
AutoCAD SHX Text 2708.2
AutoCAD SHX Text 2680.7
AutoCAD SHX Text 2642.3
AutoCAD SHX Text 2708.6
AutoCAD SHX Text 2675.1
AutoCAD SHX Text 2648.6
2710272027302740
27202720
276027702780
28002810
2810282028302840
.9
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DE
NS
E
TR
EE
S
DENSE TREES
DENSE TREES
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL
PL
PL
PL
PL
PL
PL
PL
LOD
LOD
LOD LOD
LOD
LO
D
LOD
LOD
LOD LOD LOD
LOD
LOD
LO
D
LOD LOD LOD LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LODLOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
15+00 16+00
17+00 17+26
0+
1+
2+
3+00
4+00
5+00 6+00 7+00 7+90
0+
1+00
2+00 2+12
0+
1+
1+
0+
1+
1+
0+
1+
1+
0+
1+
2+
3+00
4+00
5+00
6+
7+00
0+00
1+
1+
28+00
29+00
30+00
31+00
32+00
33+00
34+00 35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2.0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2.0:1
-2.0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2.0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SSF
SSF
SSF
SSF
SSF
SSF
PROPOSED
CHANNEL 4 (FABRIC FORM)
(SEE SHEET 51 & 56)
PROPOSED
CHANNEL 4A (FABRIC FORM)
(SEE SHEET 52 & 56)
PROPOSED
CHANNEL 4B (FABRIC FORM)
(SEE SHEET 52 & 56)
PROPOSED
CHANNEL 4C (FABRIC FORM)
(SEE SHEET 52 & 56)
PROPOSED
CHANNEL 4 (FABRIC FORM)
(SEE SHEET 51 & 56)
PROPOSED
CHANNEL 5 (FABRIC FORM)
(SEE SHEET 53-54 & 56)
PROPOSED
CHANNEL 4A1 (FABRIC FORM)
(SEE SHEET 52 & 56)
END CHANNEL 3
STA = 17+25.68
N = 412580.59 E = 2065617.27
END CHANNEL 4A
STA = 2+11.74
N = 412549.15
E = 2065656.33
BEGIN CHANNEL 4
STA = 0+00.00
N = 412322.99
E = 2065401.19
BEGIN CHANNEL 4A1
STA = 0+00.00
N = 412435.42 E = 2065694.14
BEGIN CHANNEL 4A
STA = 0+00.00
N = 412365.63 E = 2065652.35
END CHANNEL 4A1
STA = 1+75.38
N = 412412.81 E = 2065867.97
END CHANNEL 4B
STA = 1+00.04
N = 412283.19 E = 2065774.11
BEGIN CHANNEL 4B
STA = 0+00.00
N = 412285.46 E = 2065675.71
BEGIN CHANNEL 4C
STA = 0+00.00
N = 412097.89 E = 2065736.10
END CHANNEL 4C
STA = 1+18.92
N = 412109.75 E = 2065853.94
END CHANNEL 4
STA = 7+90.17
N = 411877.59 E = 2065833.20
BEGIN CHANNEL 5
STA = 0+00.00
N = 411741.95 E = 2065621.48
BEGIN CHANNEL 5A
STA = 0+00.00
N = 411588.27
E = 2066126.17
END CHANNEL 5A
STA = 1+22.46
N = 411632.78
E = 2066238.59
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 56
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL
TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED LOW
WATER CROSSING TYP.
(SEE SHEET 60 )
PROPOSED TREE
PLANTING
AREA ±2.6 ACRES
PROPOSED TREE
PLANTING
AREA ±0.35 ACRES
PROPOSED TREE
PLANTING
AREA ±0.50 ACRES
PROPOSED TREE
PLANTING
AREA ±0.20 ACRES
PROPOSED TREE
PLANTING
AREA ±0.25 ACRES
PROPOSED TREE
PLANTING
AREA ±1.2 ACRES
PROPOSED TREE
PLANTING
AREA ±1.75 ACRES
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\tr ee p la nt in g sh ee ts
.d w g Pl ot te d by
: s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
PL
A
N
TI
N G
P
LA
N S
H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M A
TC
H
L
IN
E
- S
H
EE
T
M
ATCH LINE - SHEET 12
MAJOR CONTOUR
PROPOSED FEATURES
LEGEND
EXISTING FEATURES
MAJOR CONTOUR790
MINOR CONTOUR
STREAM OR POND
ACCESS ROAD
TREE LINE
PL PROPERTY LINE
OBSCURED AREA/ DENSE TREES
TAX MAP/ PARCEL
MINOR CONTOUR
LOD LOD LIMITS OF DISTURBANCE
CHANNEL
SSF SSF SUPER SILT FENCE (SMART FENCE 42)
UNDERDRAIN/ CONVEYANCE PIPES
CHANNEL AND BENCH FLOW
FABRIC FORM CHANNEL
GRASS CHANNEL
ROCK CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
LOW WATER CROSSING
LEVEL SPREADER
TREE PLANTING AREA
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50 & 56)
NOTE:
1. SEE SHEET 57 FOR DITCH DIMENSIONS.
AutoCAD SHX Text 2718.192
AutoCAD SHX Text
AutoCAD SHX Text 2737.6
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2744.8
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2716.3
AutoCAD SHX Text 2696.7
AutoCAD SHX Text 2695.7
AutoCAD SHX Text 2710.7
AutoCAD SHX Text 2695.7
AutoCAD SHX Text 2708.2
AutoCAD SHX Text 2754.4
AutoCAD SHX Text 2728.5
AutoCAD SHX Text 2693.2
AutoCAD SHX Text 2690.8
AutoCAD SHX Text 2743.6
AutoCAD SHX Text 2755.6
AutoCAD SHX Text 2754.6
AutoCAD SHX Text 2744.7
AutoCAD SHX Text 2719.2
AutoCAD SHX Text 2745.5
AutoCAD SHX Text 2738.4
AutoCAD SHX Text 2696.8
AutoCAD SHX Text 2695.5
AutoCAD SHX Text 2689.7
283028402850
28102810
28502860
286028702880
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
PL
PL
PL
PL
PL
PL
PL
P L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
LO
D
LOD
LOD LOD LOD LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LODLO
D
LO
D
LO
D
LOD
LODLOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
7+00
8+00 9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
+0
+0
+0
+0
+0
+0
1+
1+
0+
0+96
BEGIN HIGHWALL B
LAT: N38° 07' 43.69"
LONG: W80° 39' 25.10"
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
51+00
52+00
53+00
54+00
55+00
55+50
90 28
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0:
-2 .0
:1 -2
.0 :1
-2.0:1
-2.0:1
-2.0:1
-2.0:1
-2.0:1
-2.0:1
-2 .0
:1
-2.0:1
SSF
SSF
SSF
SSF
SSF SSF
SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SS
F SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
PROPOSED
CHANNEL 5 (FABRIC FORM)
(SEE SHEET 53-54 & 56)
PROPOSED
CHANNEL 5 (FABRIC FORM)
(SEE SHEET 53-54 & 56)
PROPOSED
CHANNEL 5B (FABRIC FORM)
(SEE SHEET 55-56)
END CHANNEL 5A
STA = 1+22.46
N = 411632.78 E = 2066238.59
BEGIN CHANNEL 5B
STA = 0+00.00
N = 411284.68 E = 2066543.54
END CHANNEL 5B
STA = 0+96.23
N = 411293.65 E = 2066639.03
END BASELINE
STA = 55+50.00
N = 411033.55 E = 2067248.17
END CHANNEL 5
STA = 22+06.36
N = 411144.94 E = 2067220.59
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED STABILIZED
CONSTRUCTION ENTRANCE
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
SSF
SSF
PROPOSED
CHANNEL 5 (FABRIC FORM)
(SEE SHEET 53-54 & 56)
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
PROPOSED
NPDES SIGN AND RAIN GAUGE
PROPOSED TREE
PLANTING
AREA ±6.3 ACRES
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\tr ee p la nt in g sh ee ts
.d w g Pl ot te d by
: s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
PL
A
N
TI
N G
P
LA
N S
H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
M A
TC
H
L
IN
E
- S
H
EE
T
MAJOR CONTOUR
PROPOSED FEATURES
LEGEND
EXISTING FEATURES
MAJOR CONTOUR790
MINOR CONTOUR
STREAM OR POND
ACCESS ROAD
TREE LINE
PL PROPERTY LINE
OBSCURED AREA/ DENSE TREES
TAX MAP/ PARCEL
MINOR CONTOUR
LOD LOD LIMITS OF DISTURBANCE
CHANNEL
SSF SSF SUPER SILT FENCE (SMART FENCE 42)
UNDERDRAIN/ CONVEYANCE PIPES
CHANNEL AND BENCH FLOW
FABRIC FORM CHANNEL
GRASS CHANNEL
ROCK CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
LOW WATER CROSSING
LEVEL SPREADER
TREE PLANTING AREA
PROPOSED
CHANNEL 5A (FABRIC FORM)
(SEE SHEET 55- & 56)
NOTE:
1. SEE SHEET 57 FOR DITCH DIMENSIONS.
AutoCAD SHX Text 2815.595
AutoCAD SHX Text
AutoCAD SHX Text 2818.5
AutoCAD SHX Text 2819.4
AutoCAD SHX Text 2902.5
AutoCAD SHX Text 2905.6
AutoCAD SHX Text 2865.4
AutoCAD SHX Text 2841.2
AutoCAD SHX Text 2857.4
AutoCAD SHX Text 2813.6
AutoCAD SHX Text 2807.4
AutoCAD SHX Text 2713.4
AutoCAD SHX Text 2711.6
AutoCAD SHX Text 2716.7
AutoCAD SHX Text 2737.8
AutoCAD SHX Text 2817.7
AutoCAD SHX Text 2844.6
AutoCAD SHX Text 2832.4
AutoCAD SHX Text 2815.6
AutoCAD SHX Text 2805.4
AutoCAD SHX Text 2810.9
AutoCAD SHX Text 2850.9
AutoCAD SHX Text 2839.7
AutoCAD SHX Text 2782.3
251025202530
25402540
266026702680
.8
.0
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
D
EN
SE
T
R
EE
S
D
EN
SE
T
R
EE
S
DENSE TREES
PL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
PL
PL PL
PL
35 / 18.1
LO
D
LO
D
LO
D
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LO
D
LO
D
LOD
LO
DLOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LO
D
LO
DLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LO
D
LO
D
0+00
1+
2+00
3+00
4+00
5+00
5+23
0+
1+00
2+00
2+40
0+
1+00
2+00
3+00 3+03
0+
1+00 2+00 3+00
4+00
5+00
6+00
7+00
7+
0+
0+
2+40
END HIGHWALL B
LAT: N38° 08' 23.50"
LONG: W80° 39' 41.19"
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00 9+00 10+00 11+00
12+00
13+00
14+00
15+00
-2 .0
:1
-2 .0:
-2.
0:1
-2.
0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2.0:1
-2 .0
:1
-2.0:1
-2.0:1
-2.0:1
12" PVC
12" PVC
PV
C
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
-2.
0:1
-2 .0:
-2 .0:
-2 .0
:1
SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SS
F
SSF
SS
F
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF
SS
F
SSF
SSF
PROPOSED
CHANNEL 1 (FABRIC FORM)
(SEE SHEET 47& 56)
PROPOSED
CHANNEL 1A (FABRIC FORM)
(SEE SHEET 47 & 56)
PROPOSED
CHANNEL 2 (FABRIC FORM)
(SEE SHEET 48 & 56)
PROPOSED
CHANNEL 2A (FABRIC FORM)
(SEE SHEET 48& 56)
PROPOSED
CHANNEL 1A1 (GRASS)
(SEE SHEET 47 & 56)
BEGIN BASELINE
STA = 0+00.00
N = 415434.81 E = 2065761.19
BEGIN CHANNEL 1
STA = 0+00.00
N = 415193.08
E = 2065384.48
END CHANNEL 1
STA = 5+23.47
N = 414826.61
E = 2065428.67
BEGIN CHANNEL 1A
STA = 0+00.00
N = 415089.10 E = 2065539.46
END CHANNEL 1A
STA = 2+39.67
N = 414934.39 E = 2065663.57
BEGIN CHANNEL 1A1
STA = 0+00.00
N = 415021.20
E = 2065650.40
END CHANNEL 1A1
STA = 3+03.18
N = 415230.39
E = 2065839.65
BEGIN CHANNEL 2
STA = 0+00.00
N = 414804.87 E = 2065356.64
END CHANNEL 2
STA = 7+81.79
N = 414057.30 E = 2065397.64
BEGIN CHANNEL 2A
STA = 0+00.00
N = 414649.77
E = 2065363.60
END CHANNEL 2A
STA = 0+78.58
N = 414629.11
E = 2065439.14
END CHANNEL 3A
STA = 2+39.80
N = 414037.40
E = 2065411.04
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
SSF
SS
F
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
SSF
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
BENCH TO CHANNEL TRANSITION
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED LOW
WATER CROSSING TYP.
(SEE SHEET 60 )
M
ATCH LINE - SHEET 14
\\m ai n\ (1
5) m in in ge ng in ee rin g\
0_ am lp ro je ct s\
8-w vd ep a m l-b ru sh y m ea do w c re ek h ig hw al l b
\c ad d\ pl an s et \0
2_ de si gn
\1 d es ig n sh ee ts .d w g
Pl ot te d by : s ke lly
PROJECT NUMBER
DATE
SHEET NUMBER
N O
D
AT
E
R
EV
IS
IO
N
BY
W as hi ng to n
St re et , W es t
C ha rle st on , W es t V irg in ia
Ph on e:
-7
-7
Fa x:
-7
-6 w w w
.e lro bi ns on en gi ne er in g.
co m
PL
AN
S
PR
EP
AR
ED
F
O R
7/14/2026
W
VD
EP
O
FF
IC
E O
F
AB
AN
D
O N
ED
M
IN
E
LA
N
D S
N
IC
H O
LA
S
C O
U N
TY
, W
ES
T
VI
R
G
IN
IA
B R
U
SH
Y M
EA
D
O W
C R
EE
K
H
IG
H W
A
LL
B
PR
O
PO
SE
D P
LA
N
S H
EE
T
1022078
G R
AP
H
IC
S
C
AL
E
0'
MAJOR CONTOUR
PROPOSED FEATURES
LEGEND
EXISTING FEATURES
MAJOR CONTOUR790
MINOR CONTOUR
STREAM OR POND
ACCESS ROAD
TREE LINE
PL PROPERTY LINE
OBSCURED AREA/ DENSE TREES
TAX MAP/ PARCEL
MINOR CONTOUR
LOD LOD LIMITS OF DISTURBANCE
CHANNEL
SSF SSF SUPER SILT FENCE (SMART FENCE 42)
UNDERDRAIN/ CONVEYANCE PIPES
CHANNEL AND BENCH FLOW
FABRIC FORM CHANNEL
GRASS CHANNEL
ROCK CHECK DAM
STABILIZED CONSTRUCTION ENTRANCE
LOW WATER CROSSING
LEVEL SPREADER NOTE:
1. SEE SHEET 57 FOR DITCH DIMENSIONS.
M
ATCH LINE - SHEET 14
AutoCAD SHX Text 2533.075
AutoCAD SHX Text
AutoCAD SHX Text 2633.2
AutoCAD SHX Text 2645.2
AutoCAD SHX Text 2576.6
AutoCAD SHX Text 2623.5
AutoCAD SHX Text 2642.8
AutoCAD SHX Text 2645.5
AutoCAD SHX Text 2615.4
AutoCAD SHX Text 2612.5
AutoCAD SHX Text 2751.4
AutoCAD SHX Text 2624.9
AutoCAD SHX Text 2637.7
AutoCAD SHX Text 2648.6
AutoCAD SHX Text 2624.5
2710272027302740
.2
.9
.2 26
.9
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
PL PL PL PL PL PL PL PL
PL PL PL PL PL PL PL PL
PL PL PL
PLPLPLPLPLPLPLPLPLPLPLPLPL
PLPLPLPL
P L
PL
35 / 18.1
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D LOD LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LODLOD
LOD
LODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
7+00 7+82
0+
1+
2+
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00 12+00
13+00
14+00
15+00
0+00
1+00
2+00
2+40
0+
0+
0+00
0+99
0+
0+
14+00
15+00
16+00
17+00
18+00
19+00 20+00
21+00 22+00
23+00 24+00
25+00 26+00
27+00 28+00
-2 .0
:1
-2.0:1
-2.0:1 -2.0:1 -2
.0 :1
-2.0:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
-2 .0
:1
-2 .0
:1 -2
.0 :1
-2 .0
:1
-2 .0
:1
12" PVC 12" PVC
" P
VC
12" PVC 12" PVC
12" PVC
" P
VC
-2.0:1
-2 .0
:1
12" PVC 12" PVC
PV
C
SS
F
SSF
SSF
SSF
SSF
SSF SSF
SSF SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF SSF
SSF
SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
PROPOSED
CHANNEL 3B (FABRIC FORM)
(SEE SHEET 50& 56)
PROPOSED
CHANNEL 3C (FABRIC FORM)
(SEE SHEET 51& 56)
PROPOSED
CHANNEL 3D (FABRIC FORM)
(SEE SHEET 51& 56)
END CHANNEL 2
STA = 7+81.79
N = 414057.30 E = 2065397.64
BEGIN CHANNEL 3
STA = 0+00.00
N = 413825.35 E = 2065240.29
BEGIN CHANNEL 3A
STA = 0+00.00
N = 413831.83
E = 2065513.15
END CHANNEL 3A
STA = 2+39.80
N = 414037.40
E = 2065411.04
BEGIN CHANNEL 3B
STA = 0+00.00
N = 413764.35 E = 2065554.88
END CHANNEL 3B
STA = 0+93.04
N = 413780.49 E = 2065644.24
BEGIN CHANNEL 3C
STA = 0+00.00
N = 413661.19
E = 2065420.75
END CHANNEL 3C
STA = 0+98.58
N = 413580.45 E = 2065474.01
BEGIN CHANNEL 3D
STA = 0+00.00
N = 413157.63
E = 2065386.03
END CHANNEL 3D
STA = 0+72.19
N = 413182.61
E = 2065453.12
END CHANNEL 3
PROPOSED
LEVEL SPREADER
(SEE SHEET 56)
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50& 56)
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50& 56)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
SUPER SILT FENCE
(SMART FENCE 42)
(SEE SHEET 57)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
UNDERDRAIN PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
ROCK CHECK DAM (TYP.)
(SEE SHEET 58)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
BENCH TO CHANNEL TRANSITION
(SEE SHEET 57)
PROPOSED
CHANNEL 3 (FABRIC FORM)
(SEE SHEET 49-50& 56)
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED
CONVEYANCE PIPE (12" PVC)
(SEE SHEET 56)
PROPOSED LOW
WATER CROSSING TYP.
(SEE SHEET 60 )
M A
TC
H
L
IN
E
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .