4---2021-01-05-WSC-Site-Plans

U.S. DEPARTMENT OF THE INTERIOR
The National Map
CARY QUADRANGLE
`USGS U.S. GEOLOGICAL SURVEY
science for a changing world
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Produced by the United States Geological Survey *
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid: Universal Transverse Mercator, Zone 17S 9. 5"
SCALE 1:24 000
1 0.5 0 KILOMETERS 1 2
Expressway
NORTH CAROLINA
Secondary Hwy
ROAD CLASSIFICATION
Local Connector
— Local Road
M
Do
�
10 000-foot ticks: North Carolina Coordinate System of 1983 161 MILS N
2000 1000 500 0 METERS 1000
1' 17" 1 0.5 0 1
Ram P
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This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government 1
reservations may not be shown. Obtain permission before
23 MILS MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
• Interstate Route US Route O State Route
QUADRANGLE LOCATION
Y
N
(0 X
entering private lands. UTM GRID AND 2016 MAGNETIC NORTH FEET
DECLINATION AT CENTER OF SHEET
Imagery ..................................................NAIP, June 2014 1 Southwest Durham
Roads ................................ U.S. Census Bureau, 2015 2016 U.S. National Grid CONTOUR INTERVAL 10 FEET
Names ........................................................ 1 2 3 2 Southeast Durham
..GNIS, 2016 io0,000-m Square ID NORTH AMERICAN VERTICAL DATUM OF 1988
H dro rah National H dro rah Dataset, 2014 3 Gr en f
Y g P Y•••••••••••••••••••• Y g P Y 700 4 Green Level
Contours............................National Elevation Dataset, 2008 This map was produced to conform with the
Boundaries ............ Multiple sources; see metadata file 1972 - 2016 PV Qv 4 5 5 Raleigh West
�
M 0)
cD 0
r` LL
National Geospatial Program US Topo Product Standard, 2011.
6 New Hill
LU
Wetlands ......... FWS National Wetlands Inventory 1977 - 2014
Grid Zone Designation
17S
A metadata file associated with this product is draft version 0.6.19
6 7 8 7 Apex
8 Lake Wheeler
CARP N C
,
Z Q
N O
ADJOINING QUADRANGLES
2016
Z z
WAIFSTONE
CORPORATION
-7D -7
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anc
c, a-
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F o r t hd(�--% e --Z%%T\l- p a n si o n o f T ri a n g I
Q u a r r y, i I u di n g t h e a d di ti o n o f
RDU Prop(.(P-1.rty mineral lease
(appro-z1.-imat(,(,P,.ly 106 acres),
and modific.111 01
ation of
existing Triangle Quarry pit
ffl
perimeter road
Contents (Separated by Plan Set)
Wake Stone Site Plan Set (Revised January 5, 2021)
Sheet # Contents
1 Cover/ Contents/ USGS Vicinity Map
2 Existing Conditions Overview (with buffers and clearing limits)
3 Site Plan Overview
4 Odd Fellows (Phase I Site Prep)
5 Odd Fellows (Phase II Site Prep)
6 Conceptual Mine Plan
7 Existing Triangle Site Prep (and Conceptual Pit Depletion)
8 Existing Triangle Perimeter Road Improvements
9 Conceptual Overburden Storage
10 Details and Cross Sections
11 Conceptual Reclamation Plan
E&SC Plan Set -Piedmont Land Design, LLP (Revised September 30, 2020)
Sheet # Contents
U
2
3
4
5
6
7
8
9
10
11
12
PLD
E&vSC
SITE
1
- Cover Sheet
PLD
E&SC
SITE
2
- Overall Erosion Control Plan
PLD
E&SC
SITE
3
- Not Used
PLD
E&SC
SITE
4 -
PLD
E&vSC
SITE
5-
PLD
E&SC
SITE
6 -
PLD
E&SC
SITE
7 -
PLD
E&SC
SITE
8 -
PLD
E&vSC
SITE
9 -
PLD
E&SC
SITE
10 -
PLD
E&SC
SITE
11 -
PLD
E&SC
SITE
12 -
-7 III�an
Vew Quarry Expansion -Phase 1 Erosion
Control
Plan Sheet 1 of 2
Vew Quarry Expansion -Phase 1 Erosion
Control
Plan Sheet 2 of 2
Vew Quarry Expansion -Phase 2 Erosion
Control
Plan Sheet 1 of 2
Vew Quarry Expansion -Phase 2 Erosion
Control
Plan Sheet 2 of 2
existing Quarry Road Improvements Sheet 1 of 2
existing Quarry Road Improvements Sheet 2 of 2
Details
Details
Details
Block Retaining Wall Plan Set - S&ME
Sheet # Contents
1
S8sME
MSE
Retaining
Wall
Sheet
1
-Plan
View
2
S&ME
MSE
Retaining
Wall
Sheet
2
-Wall
No.l
Elevation
View
3
SAME
MSE
Retaining
Wall
Sheet
3
-Wall
No.l
Elevation
View (cont.)
4
SBvME
MSE
Retaining
Wall
Sheet
4
-Wall
No.2
Elevation
View
5
SBvME
MSE
Retaining
Wall
Sheet
5
-Wall
No.3
and No. 4
Elevation View
6
SBvME
MSE
Retaining
Wall
Sheet
6
-
MSE
Details
and
Notes
Wake Stone Site Plan (page 1 of 11)

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LEGEND
680 INDEX CONTOUR WITH ELEVATION, (.NISI,) _�
�`� .I
INTERMEDIATE CONTOUR � ' I)
BASE RING \ \
PAVED ROAD ► I )l. ,
DIRT/ UNIMPROVED ROAD
RAILROAD
FENCE
GUARD RAIL
DITCH (WATER) LINE
SWAMP LINE
TREE LINE
SCRUB LINE
0 TREESYMBOL
4 SWAMPSYMBOL
I BUILDING
25.5 SPOT ELEVATION, (MSL)
X
25.5 ESTIMATED SPOT ELEVATION, (MSL)
Q'Nf WATER ELEVATION,( MSL)
100 IN
E 0423 4.51 BENCH MARK LOCATION WITH ELEVATION, SL
N 1527194.5 � )
Z 25.58
♦ 9 WELL (VARIOUS TYPES)
o UTILITY POLE
� TRAFFIC SIGN
o MISC. / UNKNOWN OBJECT
- HYDRANT
® MANHOLE
GUY WIRE
(} LIGHTPOLE
- CULVERT
❑ CATCHBASIN
a ROCK CHECK DAM
_ NEUSE RIVER BUFFER ZONE 1
NEUSE RIVER BUFFER ZONE 2
0 LAT/LONG POINTS ALONG PERMIT BOUNDARY
)( PROPOSED PERIMETER SECURITY FENCE
NOTES: Accuracy Specifications
1) Contours - Ninety (90) percent of the elevations determined from the solid
line contours of this topographic map has an accuracy with respect to
true elevation of one-half (1 /2) contour interval or better and the remaining ten
(1 0) percent of such elevations are not in error by more than one contour
interval. In densely wooded areas where heavy brush or tree cover fully obscures
the ground and the contours are shown as dashed lines, they have been plotted as
accurately as possible from the stereoscopic model, while making full use of
spot elevations obtained during ground control surveys and all spot elevations
measured photogrammettically in places where the ground is visible.
2) This map was compiled by Garland Photogrammetric Services, L.L.C. using photogrammetric
methods. Contours portrayed as dashed or broken lines represent areas of dense vegetation
and should be considered approximate. This map has not been field verified.
Prior to use as a basis for design / construction, it should be field verified.
3) Buildings are shown roofline only. N
0 150 300
I I I I I I I Feet
SCALE: 1° =150'
COMPILED BY PHOTOGRAMMETRIC METHODS Affected Areas as of 02/04/2011
WAKE STONE
CORPORATION
- C)
Wake Stone Corporation
Triangle Quarry
Wake County
Mining Permit No. 92-10
Site Plan Map
2020 Mining Permit Modification
(Adding RDU Mineral Lease)
Last Revised: January 5, 2021
DATE OF PHOTOGRAPHY: 03-17-2019 REVISION No.: 1
Map Prepared by: L. Cole Atkins, Geologist SHEET No.:2 of 11
Land Use Classes
Acreage of Affected Area
Currently Active Pit Area
90.25 Acres +/-
Plant/Stockpiles/Office Areas
57.0 Acres +/-
Vegetated Earthen Berms
17.2 Acres +/-
Total Affected Area
164.45 Acres
Permitted Acreage
223.0 Acres +/-
Proposed Affected Areas for Permit Modification
Land Use Classes
Acreage of Affected Area
Proposed Pit Area (Active Pit)
93.16 Acres +/-
Proposed Pit Area (New Pit)
51.3 Acres +/-
Plant/Stockpiles/Office Areas
57.0 Acres +/-
Vegetated Earthen Berms
25.2 Acres +/-
Total Affected Area
226.66 Acres +/-
Permitted Acreage
329.0 Acres +/-
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Wake Stone Site Plan (page 2 of 11)

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PAVED ROAD \ \ \ v� 1 1 \ ` \-- / / / /%� _�\\ • \ \ c \ \ -�./ / / r / J / �� 1 f / , I A //2%/ l 4 Y v /�\ I
\
DIRT /UNIMPROVED ROAD
RAILROAD
FENCE
GUARD RAIL
DITCH (WATER) LINE
SWAMP LINE
TREE LINE
SCRUB LINE
TREESYMBOL
4 SWAMPSYMBOL
I BUILDING
25.5 SPOT ELEVATION, (MSL)
X
25.5 ESTIMATED SPOT ELEVATION, (MSL)
X
, Q'�' WATER ELEVATION, (MSL)
100 IN
E 475
'51 BENCH MARK LOCATION WITH ELEVATION, SL
N 104234452719.51 )
Z 25.58
♦ 9 WELL (VARIOUS TYPES)
o UTILITY POLE
� TRAFFIC SIGN
o MISC. / UNKNOWN OBJECT
- HYDRANT
® MANHOLE
t GUY WIRE
* LIGHTPOLE
- CULVERT
❑ CATCHBASIN
a ROCK CHECK DAM
_ NEUSE RIVER BUFFER ZONE 1
NEUSE RIVER BUFFER ZONE 2
0 LAT/LONG POINTS ALONG PERMIT BOUNDARY
XX X PROPOSED PERIMETER SECURITY FENCE
NOTES: Accuracy Specifications
1) Contours - Ninety (90) percent of the elevations determined from the solid
line contours of this topographic map has an accuracy with respect to
true elevation of one-half (1 /2) contour interval or better and the remaining ten
(1 0) percent of such elevations are not in error by more than one contour
interval. In densely wooded areas where heavy brush or tree cover fully obscures
the ground and the contours are shown as dashed lines, they have been plotted as
accurately as possible from the stereoscopic model, while making full use of
spot elevations obtained during ground control surveys and all spot elevations
measured photogrammetrically in places where the ground is visible.
2) This map was compiled by Garland Photogrammetric Services, L.L.C. using photogrammettic
methods. Contours portrayed as dashed or broken lines represent areas of dense vegetation
and should be considered approximate. This map has not been field verified.
Prior to use as a basis for design / construction, it should be field verified.
3) Buildings are shown roofline only. N
0 150 300
1 1 1 1 I 1 1 I Feet
SCALE: V = I30'
COMPILED BY PHOTOGRAMMETRIC METHODS Affected Areas as of 02/04/2011
CWAKE STONE
CORPORATION
Wake Stone Corporation
Triangle Quarry
Wake County
Mining Permit No. 92-10
Site Plan Map
2020 Mining Permit Modification
(Adding RDU Mineral Lease)
Last Revised: January 5, 2021
DATE OF PHOTOGRAPHY: 03-17-2019 REVISION No.: 1
Map Prepared by: L. Cole Atkins, Geologist SHEET No.: 3 of 11
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Li Denotes Property B ri �\ \ EXISTING ASIN a1s \ �\ �� \ l� /�� �/I % 1� ,� ���// Q \ a / ^ I �I I I I I I I / 1
e e otes o e t ou d \\ \\\\ y\\ r� /�//i �5�// E. ��- I I II I I
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Existing Mining Permit Bo ndary- � �\��\ ��� \ / / o �� -tip \ / / / zr, I) I I ii I I \\ \
�\ \ \\\ i / / IIII I Il�
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11
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\. \ on / , , I • I \ - I I \
\ g / I((�(� �� / I I I \ \ J II I � I II a
- \ { \ / / / I Vt/\ l\ l .,.i
\ t` 4 �� / ____� / h� o��. I / \ \1\ 1 l \ \\ \I p /
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\\\ -%e I II \��) � I I r /0 N
Land Use Classes
Acreage of Affected Area
Currently Active Pit Area
90.25 Acres +/-
Plant/Stockpiles/Office Areas
57.0 Acres +/-
Vegetated Earthen Berms
17.2 Acres +/-
Total Affected Area
164.45 Acres
Permitted Acreage
223.0 Acres +/-
Proposed Affected Areas for Permit Modification
Land Use Classes
Acreage of Affected Area
Proposed Pit Area (Active Pit)
93.16 Acres +/-
Proposed Pit Area (New Pit)
51.3 Acres +/-
Plant/Stockpiles/Office Areas
57.0 Acres +/-
Vegetated Earthen Berms
25.2 Acres +/-
Total Affected Area
226.66 Acres +/-
Permitted Acreage
329.0 Acres +/-
\�� ,
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Wake Stone Site Plan (page 3 of 11)

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Wake Stone Site Plan (page 6 of 11)
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Wake Stone Site Plan (page 7 of 11)
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— _ — -- ning Permit Stipulated) ��\ ♦ , ,
\ 50' BUFFER FROM \ 1 \\ --.,FRINGE WETLAND 10+20.00
� 340
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Foxcroft \\� _ — —tea 1 = 50 �eu�e f�iv \ \\\\ 270
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— — � \ \ \ \ \ 240- ELL
Open Water \ — — 50' 20+500
_ 651808 S . Ft./1.51Ac. I —1 _ (MOQ
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680 INDEX CONTOUR WITH ELEVATION, (MSI.)\\\\\ \ \ I 1 1 I I I II • • 1 I //I I///'///���/// �/ //// //� l 1
\ \\\ \\\\ \ ��\ I „Ill1 I' 1� ll��l II �1 11 I/�'
II f I (IIII II I(I Anticipated Depleted
/�/�
INTERMEDIATECONTOUR / 11 I III) II I p p Once appropriate E&SC measures are installed around\/ / / ��
PAVED ROAD \\ \ \ \ \\\ \I\ \ II II I IIIII 11 )) . / /�/J� / / \
DIRT/UNIMPROVED ROAD \\\\\\\\\\\\\\\ \ \\�\\ V _ I Ill IIIIII Triangle Pit to at least Trian le uarr erimeter road im rovement areas�og Quarry p p
RAILROAD\\\\\\\\\\\\\\\\\ \ �)/�\\ II 1\II\\ • •
FENCE ' \ \ \ 111 III I 1 I ' construction will begin at the easternmost point and
GUARDRAIL - \ \ 11�1') I II 1 70 (MSL) Elevation
DITCH (WATER) LINE \ �\\\\\\\\\\\\\\ \ \�\�V I \\ /� Yo reSS to the west. The proposed method of
SWAMP LINE \\ I progress
p p
TREE LINE \\\\\\\\\\\\\\\\\\\ \ II\� \� The current it sumpwill remain in lace at an construction for the cut areas of the road will ensure all
SCRUBLINE \ \ \\ I \ \ p
TREESYMBOL \\ II f�l I elevation currently estimated to be at least 130 drainage is diverted into the existing pit via superx4 SWAMPSYMBOL 1 /
BUILDINGI//A\ final above the pit floor elevation, maintaining elevation of the road surface as illustrated by cross
25..5 SPOT ELEVATION, (MSL)
\ \ \ 1 separation of water used for make-u water for the
25.5 ESTIMATED SPOT ELEVATION,NSL, - —8 I/ sections above. Engineered retaining walls along fill f // ///// % / / ////
/ \ 1 process water reservoir and/or discharged as pit /////� // / / // /
WATER ELEVATION,(MSL) \ �\ /1I / I areas will be constructed and fill placed and compacted
18.4
0 A 0 WELL (VARIOUS TYPES) dewatering wastewater. Smaller port ble pumps may
o UTILITY POLE II II \hll ll be utilized to transfer water from lower pit levels as to ensure all drainage is diverted into the existing pit or
� II 11111111111111111 \ I�1(� � to Temporary Basin 7. Safe berms large boulder
a TRAFFIC SIGN I
O MISC./UNKNOWN OBJECT III II IIII\ I/' they are currently) to the sump as ne ded. p Y Safety g
e HYDRANT IIII III II III 1 \\��II
IIII II 1 V I barricades Or concrete block barricades will be utilized
ll I II 11 \ I �
� MANHOLE II III / IIII II III \ �, --9 11111�11 � -�
F GUY WIRE I IIIIII/ 1 I I�1 I to meet MSHA safety requirements along any rollover
!. CULVERT \ \l\ \ 1 hazard areas. This phase of perimeter road improvement
❑ CATCROCK C EC ' '
® ROCK CHECK DAM will also include filling and grading of pre-existing
NEUSE RIVER BUFFER ZONEI 2 I � I 111 \ \\� / V I
s11,\
NEUSE RIVER BUFFER ZONE2 \\\\\\\\�\� \� I \ I IIIIII \ �� SDO-4 basin and TemporaryBasin 7 to divert all
LAT/LONG POINTS ALONG PERMIT BOUNDARY \ \\\�\\ I \ 11
PROPOSED PERIMETER SECURITY FENCE \\
/stormwater runoff to the existing pit. Noise and visual
N IIIIIIIIIIII/abatement will be provided alongUmstead State Park
Jill facingareas b the inclusion of a 14 high solid barrier �
I I I II
I
�II
I1 -
where needed as shown b cross sections above and
Y
detaile-�-d-,on WSC Site Plan(Sheet 10). r�-�
0 ,20 Alhl
60
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-
Feet �.IIIIIIII I I �I I III 1 I,IlllIIl I IliI I �l///llI� /
SCALE:1 /ii <�
IV
— \ \\
COMPILED BY PHOTOGRAMMETRIC METHODS \ \ \\�\
116_ / \�\
/ \
. wA� sTo1vE � IIII I llllllll �l(I 11 \// %/ /
CORPORATION I ll l/ll • \ / )// `
)III p Wake Stone Corporation NOTES: Accuracy Specifications
/ I / / / /// ��// ��������✓ Q\ \ �. / // / / ' ////// )/ �/ /— \�\ \ \
1) Contours - Ninety (90) percent of the elevations determined from the solid
true elevation of one-half / ///�// /�//���/�� ////// /� /J�� / /���//� // /// ��✓ / // / \\\\\\ �\ \
) c map has an accuracy with respect to
1 /2 contour interval or better and the remaining ten
Triangle Quarry line contours of this topograp
Wake County (10) percent of such elevations are not in error by more thone contour / J I (�II( / /�
interval. In densely wooded areas where heavy brush or tree cover fully obscures
Mining Permit No. 9 2 -10 the ground and the contours are shown as dashed lines, they have been plotted as / / / V , / // / I / J/ \ \\\ \\\\
spot elevations
io possible ed d the sgroundopic model, while and
spot
full use of
SitePlan Map sot elevations obtained red during pond control serves and all s of elevations p measured photogrammetdcally in places where the ground is visible.
2020 Mining Permit Modification/
2) This map was compiled by Garland Photogrammetric Services, L.L.C. using photogrammetric / J
(Adding RD U Mineral Lease) methods. Contours portrayed as dashed or broken lines represent areas of dense vegetation �/ /////// 1 2� and should be considered approximate. This map has not been field verified. Sump
�/ / / / j // /�/� /
L3Si Revised: January cJ> 2021 Prior to use as a basis for design/construction, it should be field vcrificd. v l l 1p _ / f\ l / j / 4,
DATE OF PHOTOGRAPHY: 03-17-2019 REVISION No.: 1 1 —~ / 3) Buildings are shown roofline only. _ o / /� \ �— \ �� / / ��/// /�
Map Prepared by: L. Cole Atkins, Geologist SHEET No.: 8 �>{ 1 1 / b / -� J / //�// //// / / 1 / /
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Wake Stone Site Plan (page 8 of 11)

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Wake Stone Site Plan (page 9 of 11)
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Profile
View
of Cross Sections
for RDU Expansion (as
shown
on
Sheets
3 and
6
Profile
View
of Cross Section
1
Station
0+00.00
1 +00.00
2+00.00
3+00.00
4+00.00
5+00.00
6+00.00
7+00.00
8+00.00
9+00.00
390.0
8+7 .72
390.00
380.0
380.00
370.0
Visual
Barrier Berm
o
370.00
j 360.0
360.00
350.0
j
_
w
350.00
, O
340.0U
330.0
U
�
-
-
340.00
330.00
320.0
320.00
.�
310.0
� - o
0
-
m°
o
-
310.00W
300.0
;"
U
-
300.00
290.0
a
�
o
�
290.00
280.0
280.00
0+00.00
1 +00.00
2+00.00
3+00.00
4+00.00
5+00.00 L
Station 0-
6+00.00
7+00.00
8+00.00
8+7 72
9+00.00
0
a
Profile
View
of Cross Section
2
Station
0+00.00
1 +00.00
2+00.00 3+00.00
4+00.00 5+00.00
6+00.00
7+00.00
8+00.00
390.0
7+1 .75
390.00
380.0
,
380.00
370.0
Visual Barrier Berm
370.00
j
360.0
360.00
350.0
350.00
,
340.0
w
340.00
�.-r.
�
330.0
� ��
.�
'
� �
330.00
U
p
320.0
310.0
w
o
-
320.00
310.00
W
300.0
o
300.00
290.0
e
290.00
280.0
°'
280.00
0+00.00
1 +00.00
2+00.00 3+00.00
4+00.00 5+00.00
6+00.00
7+13.75
7+00.00
8+00.00
Station p'!'
END, CORNER
OR PULL POST
& 500' MAX.
SPA. 3" O.D.
TENSION BAR
3/16" x 3/4"
6 GA. TENSION
WIRE
2'
I 6' I
❑ ❑ 3'
EXTENSION ARMS TO BE PLACED
ON THE OPPOSITE SIDE OF THE
GROUND RODS SHALL BE INSTALLED AT
500 FT. INTERVALS AND WHEREVER AN
OVERHEAD POWER LINE CROSSES THE FENCE.
fqpical P\,PU 5ecuritq fence
( not to scale)
Profile View
Plan View
STAGGER BLOCKS AS SHOWN TO INTERLOCK
fI pical Nock C arrier/ 50urJ Wall ( not to 5ca e)
COMPILED BY PHOTOGRAMMETRIC METHODS
15 WAIF STONE
CORPORATION
Wake Stone Corporation
Triangle Quarry
Wake County
Mining Permit No. 92-10
Site Plan Map
2020 Mining Permit Modification
(Adding RDU Mineral Lease)
Last Revised: January 5, 2021
DATE OF PHOTOGRAPHY: 03-17-2019
REVISION No.: 1
Map Prepared by: L. Cole Atkins, Geologist
SHEET No.: 10 of 11
3 STRANDS BARBED WIRE
0 4" O.C. VER T.
Sin Ie 5trand of 1 Aid Wiry
�x
s
0
Treated Wood Posts 5A 8-12' on cernter
Tqpic,4 Woven Wire Force retail
Currertlq in ace Alonol 1-40 P\/ W
CHAINLINK 1 1/2" - 2 1/2" DIA GALVANIZED
CONSTRUCTION 8' O.C. MAX. OR ALUMINUM POSTS
FENCE
3' MIN
T
2'-3"
IIIII IIIIISILT FENCE FASTENERS FM
OVERLAP FABRIC IIIII IIIII 6" BETWEEN I I I I I
6" MIN AT ENDS (TYP) T-0"
IIIII�IIIII IIIII�IIIII IIIII��
=IIIII- =IIIII- IIIII=
PC
SILT FENCE EXTEN[
INTO TRENCH
zASTENERS
3" BETWEEN
TYP)
NOTES:
1. MAINTENANCE SHALL OCCUR WHEN NECESSARY. POSTS SHALL
BE INSPECTED EVERY SIX MONTHS TO ENSURE STRUCTURAL
SILT FENCE INTEGRITY. SILT FENCE SHALL BE INSPECTED WEEKLY AND ALL
MAINTENANCE ISSUES SHALL BE CORRECTED AT THAT TIME.
8"X 4" TRENCH �� 4"
EXCAVATED UP
SLOPE FROM
POLES, BACKFILL
AND COMPACT
SPECIAL "SUPER" SILT FENCE
111=IIII I II 2
I=I`illl��l�llli II I
=1 I I-1 I I-1 I I I I I 1
111111 I I w �o��ozr.wa in sl es l i
t Track ��at marks
11 catch �a{nwpter, re�Fe erosiign,
11 I -I and re ain lime, fer i izer, an seed. I.
1 I -I 2
=III =
-IIIII
=1�11111�1
TPical F 5 ope rota i s C not to sca e )
Typical Overburden Cut Slope
and pit Bench potalk
C not to scale)
Cross Sections of ExIsting Pit
Perimeter Road Improvements
Adjacent to U stead State Park
340
330
320
310
300
290
280
270
260
250
240
340
330
320
310
300
290
280
270
260
250
240
230
220
210
200
190
180
340
330
320
310
300
290
280
270
260
250
240
230
(as shown o Sheet 8)
2+5000
5 +50.00
8+751000
U
F
R
I
E
-
EJZ
I
I
I
-7ZL
340
330
320
310
300
290
280
270
260
250
240
340
330
320
"310
300
290
280
270
260
250
240
230
220
210
200
190
180
340
330
320
310
300
290
280
270
260
250
240
230
Wake Stone Site Plan (page 10 of 11)

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