20221205_Mine_map

/ 16 150
185
150 ill SI TE
16
134
136
J�
DENVER VICINITY MAP
NOT TO SCALE
�rDsw.so
_-�HIGHWAUL �\
BOULDER BARRICADE
Wmdfish \ -
'\ Disposal Co \ /
Wmdfish
Disposal Co /
.., fY
�,,
Killee, LLC / . �� / - /' r Vt•'r<o. / / / �\
LDS / `C `� QP William
Existing \ / 1
5� G� •' / Basin # 5 � C,, \ Fisher M
SEEDING SCHEDULE FOR ALL GRASSED AREAS
SEEDBED PREPARATION NOTES:
1) Surface water measures are to be installed according to plan.
2) Areas to be seeded shall be ripped and spread with topsoil (if necessary), 3"
deep. Total seedbed prepared shall be 4"-6" deep.
3) Loose rocks, roots, and other obstructions shall be removed from the surface
so as not to interfere with the establishment end maintenance of vegetation.
Surface for final seedbed preparation, at final grades shown, shall be reasonably
smooth and uniform.
4) If no soil test is taken, provide fertilizer and lime according to seeding
schedule. In addition provide 15 Ib./1000 sq. ft of super phosphate.
5) If soil test is taken, provide fertilizer and lime according to the soil test
report. Soil testing is recommended.
6) Lime and fertilizer shall be applied uniformly and mixed with the soil during
seedbed preparation.
71 WATER all seeded areas and keep moist until new grass is established.
v� V�, / A / Gary
man Weber ding Temporary SeeSchedule
�l J/�/ /L-�i ��V / l 1•I II \ a� �� A $Came, ��
- - PLANTING DATE SEED MIX (lb/ac)
- _ l , / / / Piedmont Grain Les ezo Germon Millet
G \
-- -- o •�% -� f % .!I I / / `i // �/ \ j f �C / Jon- I - May 1 120 50
Office \�� May 1-Aug. 15 40
/�lI It and 5„ Aug. 15 -Dec. 30 120
/ / / / / , Supply `' / y, -J Scales / !> Costal Plain Rye Grain Lespedezo bernwn Miler
Pond_ i .r /
� April 1 April- Au 15 120 50
♦ s ` \ �1 ' , < / i ( I / / / // - Diversion s E I Raymond I I _\ April 15 -Aug. 15 40
d, ' '�..' (/� / Dewitt / Aug.5 - Dec. 30 120
��rl Ditch (typ) ug
Mountains Rye Groin Lespedem German Millet
-.- _ 4`. �^ May 15 - Aug. 15 40
-condo \ / ' > ° d\ / Aug.5 -Dec. 15 120
ti Stockpile \\ - t- Employee g
Existing Berm'
Plant
I I \` \\ / ..1�- Area � � - - >- 1 ` � f �BOilding / \ ` -\ / Fertilize seedbeds with 2,000 Ibs/acre lime and 750-1000 Ibs/acre 10-10-10.
'\f��, Mulch with 2 tons/acre clean straw or hay.
"�( \� _ - ' Proposed Tack with rapid setting emulsified asphalt at 10 gal./1000 sq.ft., or other
I -_-}- (1�, / ' Basin #6 �. ! // tacking agent approved by Owner.
�� \ j�� \ _ 1 ** For Permanent Seeding information refer tb Sid. 6.11 m the NC State
process' Shop /�^l Erosion Control Design Manual.
Crosland Denver
\ \ Hwy 16 LLC LLC
NCDOT \ \\� \ IN,++.
\ ,
\.\
1
vv v 1.
Helen
Turbyfill
r
\ o \\ S
V A I
AT THE TIME THATAN ACTIVE FACE
BECOMES A DEAD WALL, INFORMATION
Wll1 BE SIk0.IED IN SIRPORT OF
THE DETERMINATION OF FIWIL SLOPE FOR
VNCON501110 DIMTERIAI
(MAXIMUM SLOPE NOT TO IXC£ED 3:1)
sAFEn aeNCH
BENCH In VARIES
WITH ROCK ELEVATION
APPROXIMATE HEIBHTRANBE:
o.-a.
WIDTH
VARIES-APPROXIMAIELI
r 120FHEI6MHTOFBBi
FACEABOW
nxOPOSED
XMAXIMUM
= 300'
TYPICAL CROSS-SECTION - PIT
I
Basin Inlet
[lass B Rip R,� Baffle Dimensions
_ op Wirth 2
He gWi 3
om wi'
Bottdth - 8'
33%of
Baal. Area
661 of
B.S. Area
Basin Outlet
Class B Rip Rap Baffle Detail
class B R p Rap
Baffle (Rcoth,,
emanthsvery 6 l
NCDOT
Linda Bryson
1<� / Thomas
Size
Q25 (cf.)
V25 (fps)
Dissipater Length
Pipe #1
18" RCP
1 6.5
1 4.0
1 C of Class B Rip Rap
Existing Erosion Control Basin Detail
r min. NLDOT #5 or
#5 washed Stare
Sediment
Clean -Out EL,
carry Rip -Rap up
Sides of spillway
10' Min. 3' Min.
2' Mat
Class 18, 2 Ri1
NCDOT #5 or
Spillway Detail
•
T• .
•YT•
SEDIMENT BASIN WITH ROCK DAM
NCSECDM STD. 6.63
in Bottom
of Rip -Rap
Mining Expansion Construction sequence
1. Obtain DEMUR Mining Permit and all applicable permits for construction.
2. Clear only necessary areas to allow for the installation of the approved erosion control measures.
3. Once erosion control measures are installed seed and stabilize the installed erosion control measures.
4. Clearing and grubbing of work area can begin. Work areas cleared must be within the installed
erosion control measure drainage areas.
5. Maintenance of erosion control meal ires(ie. silt fence, diversion structures, check dams, sediment
basins, etc.) must be completed at regular intervals. Accumulated sediment In the installed basins
when the storage volume is half full.
6. Any development occurring where the stormwater runoff can be directed to the existing pit does
not have to have sediment control basins installed. The existing pit is used for treatment of runoff.
7. Once the contributing areas have been stabilized the erosion control measures can be removed and
the areas graded and stabilized.
Area Thomas
�. Concrete
)
Shops /
Containment /`t / �/
\
_ Area ,1�d 4�t / Thomas ter'/
v), �t Concrete
Aze, 1 \ 1 %A Prim . ✓ / / I b
'Plant
Existing Road�h\�
Crossing to be r, / ` \! / J \ \ \ / / / Thomas / /
J Removed V Al / 1 // r / ,�/ / Concrete/Oi\ / A /
11/
JJ�J j I I �I it
l
Thomas W 7 _ 1 1 L
Proposed Crossing
J J (See Stream / / Concrete
!A I Relocation Plans) / / A r / / / / A \
50' Undisturbed
uffer Zink
Buffer Along Each Martin j Thomas �
Side of Stream I 1 I -I t„� / �,. /-(-� Marietta I /y Concrete Storage
Y rLWAn
.,,/� I 11 \ / \ (, x0%4t///\ n��pip`e"g,-� ;g �i I I \ r \'O ` C / ���r \ / Randolph
Existing Stream
I' to be relocated) -li
4 / Salter
4
L,AAI
Existing Pipe /Y� //1� /" / I!
J -(to be relocated)l. o
I • J)) j� / l !I 1 \ \ \ Future Pit A ' A \ / / / ti L / J ��/ 1 A V A V sv A I
1\ \� \\\( r <: A\\\1 *ea xaaoffl>itetmamrt• \! \ I ° / -/ Martin Marietta % /^� l / i `� \ \ \ 1 \It \ ( I 1 1 J1
-\ Sjl j i/` n A V/ \ l 1
\� \ \ \ \` \ \ `� / , 1 i / \� Leased Asphalt �-._ �, / Ile
r J
tr / I t\\\\\\ \\J�\� --' � � t I� I ' y I (-\ t Materials
j/ll�`
/ { A\ VA 11 (1V V A/ 700, I James
c / � \\ VA\ v / _ 1`/ 8 J
\ 1 \ 1 ^ I \ _ Plant Site - �� / / T /f/t'fFer Miller I \ \ \ \ \ 1 I l
1 /' / �� AA.AAV` VAV(� (' V�.A:h �� A /""�/// Moffat V� V A \'\\ \ \ V
LivingI' \ \ •` \ \ \ \
Trust I� V A A I ( I
\ \,Y \ \ V
/ v A v A) �\ VvVq!7' 1 V \ v \ v A
\\ / 1 Relocated Stream \ \ i\ r Diversion \ \ ` L /r�~ / / j /j/
Ji / y J/ \ Existing Pit \\\ \ \/ (typ) l /� / // / 1 f / _ I \ \ \ )
\\ (see note) / Ditch
I /) \ ` ham" /vti/j//�! \� \
ILt- 1�A 1 \ 1 1 \ 1 v J 1
ofi�/ °r.. I I! / �' �;\ ♦ �, j/ / / J Li of
A'.V A -% // Existing Stream ./; y" - / I / Lake o James
Ditch (typ)` > "r` \\\\\ `_.^ \ \ ..J /!\ j (to be relocated) II / \ / J/ J / / / / I D'' Beam I, / ._ / 1' I I ). \ J /.
\ \> \ \) ! i < 2 �> \ - / / ' i ' ! / ✓ / / Norman 1y \
po Culvert i \ "\ II tl , / ^ I ( \ , Propuecd Bute r. j/ ,. l I / ` , / I / 1
ro osedPie #1 �VA �� AV � ) �'� - ,� .// l
181,
A I
Provide Rock Pipe \ t c` f I J j i' ' c / �\ / / ` r I SNewwork, s I
Inlet Protection J ' Network )
LEI 1
x jl�/ / %During Construct' NGECSM Std 6.55
Thomas Klein \
\ \ / Dann
yBlalock
Dtversion / 1 /
Global
o Shteddables ��---_
\ \ \\ > ] ` i - z / Pro used / Ditch (typ) \ / o J
Basin #7 i /` / J /i l l I / / II Network, I
LLC I Global I / Martin Marie a / `
\ F,. \ _\\\\ z // . ✓i / l I / / / I Shreddables \ / Materials
A, /� i � I � V I I / Network
�Proposed !' f�� I \\ \ r J :x_� l Llc
\v��� /� �� ///// Silt Fence I
Existing
O /�/ Proposed Silt \� \ Future s
l \\ \ \ \ S K asin#I5 f Proposed Fence Outlet �. 1 ( / / ti'
J - 4; Martin Marietta
Crossing W/ i ♦ v J \ \ \ \ Development Area , / ! '� r . , Materials I 1 I \ \ / J / /
\ �4i \ \ / r f d r f20" CMP Arch I \ I%1 \ \ \ 1 \\ (see note A) �� i III\ \ \ ` i T / - - `' Dellinger Precast
(Invert Buried) /-
V "`'Proposed V �A ! 50 Undisturbed l 17
Darius \ / \ l `► \ ) ) / / (1( ' ) !/ I- j� l \� _ / / p�",�
P f - \ \ Silt Fence i . \I 1 1 Buffer Along Each l / l f Jeffrey ' �_� /_ - j / \ - _ J / /a /
Blalock �. \_ - Proposed Silt • ,J' /^ > \� Side of Stream / t Collins - -�/
iJ 1
\ \ Fence Outlet / `� I L / / '(
It
It
\\ lixisnng Ram •, \ 7 \ \ I J ) i��_ I Jim Satiro - / / /= / �`/
Scott Cooper �. \ \ /``/ { Proposed r \ \ 1 I \
® ®� V A . ♦ ; ,l` I \'\I Basin # hnathan
Proposed Silt v Z v \ \ �4 111 JoWilson
` Fence Outlet � os h
( J1
\ \� Michael. ? Existing h �..;... Q ,,, ,�\\ Lannom \ '
Blackburn/ Basin 417 Proposed `' ) \� ass \ �_ \ \ \ \ '/ HHartao ) I I r _ \/ '
® V < / a _.;. Basin #8 �> �r L AC��4 V V A \ \� C(A H� 11 / Elizabeth 1
A \ Proposed = \ V AI 1 Hover 1
Proposed Be /„ Silt Fence �. , \ , `\ \ \ ) / \\ / \', _ I I \-\ Heirs ` II
♦ 1._ /j \ 2 \ 50' Buffer 1 I
\ )
Martin Marietta { Qian Wang
A \ Materials
I
\ / Elizabeth / >
�\ �\ - �� / / \ J I 1 / . / �� xt� V / 1 I \ i% / i Hover \�V / I
Diversion \ r �� /` / / / r \ # A AN \ / i \,V /� I "t)
I (bP)��- / \ \1 , - -T - --�i�r // Robin DEC Ors?0?2 1
\ Glenda Baines \ Ditch ° ° r l / l / �. J \� \ z / �, / Ii Heirs V I
/ Hover
' �� \ \ \ \\I♦\} /// >//// )j/// 1� �\ I 1 I �b./J///
\ \ \ \ \ ♦ \ \ \ V AVA�A /♦'�u �. - / // / �/ j / i d/// /) / ✓ \ S \ ) \\ \I t ../ / / /`-v/(/ fa � \ / ^
'AND
QUALI`rV SECTI// ,Bg/� -Ezabedl ON
"14). Hover
Heirs
Martin Marietta
Materials
i 1 \ / \J ♦ / i / ' ' \ l 1 \ ) Ill \V; Future Development Note "A"
it
Basin
Drainage
Area
Volume
Q25
Bottom
Length (ft)
Bottom
Width (ft)
Spillway
Depth (ft)
Spillway Weir
Length (ft)
Top of Berm
Depth (ft)
Settling
Efficiency (sf)
15
2.98
10,728
13.1
113
50
4
8
6
5,654
17
1.41
2,538
6.2
55
25
4
10
6
1,880
5
2.4
8,640
11.8
80
40
3
10
6
4,794
NOTE: CALCULATIONS BASED ON RATION.-1L FORMULA, Q = CIA, C.=0.40,1= 73 '1 WEIR FORMULA = Q,= C , l_%C = 3.0, H = 1
SE TILING EFFICIENCY (SF) BASED ON Q10 = CL1, C=0.60, I = 6.9 "/FIR
Sediment Basin Design Calculations (NCDENR Std. 6.63)
Basin
Drainage
Area
Storage
Volume
Required
Q10
Bottom
Length (ft)
Bottom
Width (ft)
Storage
Depth It)
Storage
Volume
Provided
Spillway
Depth (ft)
Spillway Weir
Length (It)
Top of Berm
Depth (ft)
Settling
Efficiency
Provided (sf)
Rock
Baffle
6
2.2
7,920
9.2
75
35
3
8,766
4
10
6
4,089
Yes
7
3.9
14,040
10.9
80
40
4
15,712
5
10
6
5,376
Yes
8
3.0
1Q800
8.4
96
46
3
14,400
4
]0
6
6,264
Yes
9
3.8
13,680
10.7
172
t6
4
15,280
5
10
6
6,016
Yes
Notes:
• Calculations are based on Rational Formula Q25=CIA, C=040, I=8.21n/hr. Weir Formula Q=CLH(1.5), C=3.0 H=1.0
• Settling Efficiencies are based on Q10 * 435 SF
• Berm footprints will be modified in the field to allow room for basins to be constructed outside defined stream buffers.
• Volume for Rock Baffles have been removed from volume provided. I
REFER TO PLANTnJ6 SCHEDULE
FOR SEEDING INSTRUCTIONS
50'-0" 15'-0' 50'-0' 20'-0" 50'-0" 15'-0" 50'-0"
NOTES
TYPICAL BERM CROSS SECTION
1 Upon pleti vlevA slays or abuc0ov de Jop¢a uill he o-skcdbvdmde es,abliAmW "t,egelam'e mrm. ThCFcightafessM1
usa nbo tviedty zs.
i. Ewei Wpez or bin" nbe tabviaJ upon mmplpim Mind, phvse ol'mmmaam�.
3, Fms�m cmtrvl mesv¢e<ae w "mvn m pine vvW ill phaus orwestrvction are mmplue.
NCDOT
Any disturbance within these areas will be designed and
permitted prior to any disturbance.
Stream Restoration Note:
'Sep - J / / / / / /� / / / \/ I ti / / \ / ✓ A stream restoration project has been designed and
submitted to NC DEQ DWR and USACE for approval. NC
K _ / 1 t 1 J / / /j / / - - \ / \\ / J / , > I \ T DEQ DWR has approved the 401 certification
#WQC004572. The USACE 404 permit ID# 202100253 has
not been received. This project will not begin until all the
associated permit approvals have been received.
SCALE : 1" = 200'
\ \'\ / William Shuford \ \ I I 100 200 400 600
Heirs
Category
*Current
Affected
Acreage
Proposed Change
to Affected
Acreage
Total Affected
Acreage
Tailings/Sediment Ponds
0.8
2.0
2.8
**Stockpiles
8.0
-8.0
0
Wastepiles
16.1
9.9
26.0
Processing Areas/Haul Roads
28.5
8.3
36.8
Mine Excavation
43.8
1.0
44.8
Other
Total Affected Acreage
97.2
13.2
110.4
Total Permitted Acrea a
181.0
0
181.0
*Current effected acreage based on currently approved mine plan.
**Stockpile acreage is included in other category calculations.
m
STES. POST
WIRE FABRIC
FILTER FABRIC
-- LA-� Ar.nlw sKlnT Mix oFr
STANDARD SILT FENCE
NCSECDM STD. 620
�.waaa m1°
non.
*v u� ¢gym w.. non agAtl NEW xm m¢,m,
:....
FRONT NEW
Silt Fence Outlet Detail
Legend
PERMIT BOUNDARY
ADJACENT PROPERTY LINE
-
TEMPORARY DIVERSION ->>
-» ->> -
DIRT ROADS
ROCK DAM/SEDIMENT BASIN
- I
SETTLING CELLS
BODY OF WATER
BUFFER*
*Buffers classified other than
unexcavated are
listed on map
CURRENT PIT
10-YEAR PIT LIMIT �-
CREEK -
FUTURE BERM
EXISTING BERM
APPROXIMATE WELL LOCATION
800
Ma itii1
XMcrie-ftc
East Division
Carolina Region
DENVER QUARRY
MINE MAP
Date: 7/20/2015
Scale: 1" = 200'
2
Stream R cation, Overburden Storage
11/2022
Design by:
Mining Permit#55-02
Located: Lincoln & Catawba County
1
Mine Perm Renewal, Update 2007 Map
7/20/15
No.
Revision _F_D_,_t_,._1
Drawn by. JN
Site Number:
H:\Greensboro Quarries\Denver (44407)\Drawings\Mine Map\Denver Mine Map Modification 8-2022.dwg

/ 16 150
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Windfish \
Disposal Co
\ Din
Settling Cells to
be drainged and
/-�i
backfilled
Paved road at entrance will remain.
K311ee, LLC / / �` ,, J- \ �\ Office building to remain.
Y /
/ / o
%��`'`'4 / Z William
I / \ \': 1 Fisher
f
a
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/
'
,
%DENVER VICINITY MAP -" Alan
1NOT TO SCALE ,/ / 0 V Stamcy
/
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/NCDOT
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Supply ponds to —fi� (,yf remain Ra Doti
Devout
Plant equipment will be removed. - — Build -
Plant site will be graded to provide irg to remain.
positive drainage and stabilized Aboveground storage
(-)I tanks to be removed.
Crosland Denver �� arms
Hwy 16LLC (f/ oncr�
y7 Thomas
. Concrete
Proposed Thomas
Conservation Concrete
Easement ThomasN 7 j
\\ Thomas Zink
eConcrete Storage�
! Randolph
softer
CPro osed Vervtio
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f
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Easement Martin Marietta
Turbyfill Materials
v
LeasedAsphalt IleIJames
e Plant SMiller
Moffat
/ Living
Trust
/
Maximum Water Elevation +/-300'
5-Strand Barbed Wire Fence Installed
1
A
I
�
1I
1\
I
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�
------- \ /N \ / \\. // //// I \ \
— — — NCDOT `\ along top of highwalls as required / /r r ;%' < _ / / / �/
\ \ \�\ �/ /i/i%rl// / // 1 LJef amen
� A A i/ �(J / I I /Noonan I ' Beam
Linda Bryson
�11
Shredodbalablesl;
Network,
/ V I ✓� }. / J
i I LLG
Thomas Klein /
'` 1 / . '' 1 •/ % / � l l I � I / / / l I l; l i l / A � / / l lI �� I l
,\
lobal
/ V A \ �: V 1 v V 1 l / /r / I 1 \ / / / / Shredd bles
- \ \ %`J" / ( / Network,
Thomas
/ \ - omas Klein \ - / _
\ / / I I / L LLC I Global / Martin Marietta
Materials
SNetworks
LLC
Blalock
Darn —J
/�-� \\�' I Martin Marietta
A A\ A II
, Materials
/ \ Dellinger Precast
X, \ / \ \ ; r / I I ^� 1111 \\ � JJ / j Inc.
' 1
Darin \ \ \ I I \
/rl/
Blalock \� \ , \1 \ II 1 A� V A V \ � � / / � / Jeffrey
�.
A ► Collins
\ \ J I Jim Satiro
Scott COO
johnathan /�4�1 ✓/ //�fry i. �\�\L� �- \ AZ \\� A \ \ A \
A 1 \W\.Iilson I�__ Joseph
Michael Lannom
f-
Han
KKK V / Elizabeth
Hover
ll i
/2 \\7�� Heir
s
`\ FL,
Martin Marietta I Qian W 1 \
I / F F — \ Materials 'r \ an$
�_ �� I / i k� �_ V A v
J \ \\ sz.,/ �\ ( / //„ \�\\� �%1., \\`�\ \) \Elizbeth lover
/ \ Glenda Barnes �. / �'� 1 \` \ \ \ r / \\\ i r . _ Heirs \ /'
\ m 3'p;_ / ( /—T=---1�_.�\ //X Robin y
Y / 1 A/
� � � i /� � ` I Haver
IX
\ ` Z/ / anon \ Binge Elizabeth
\ / / Hover
VHeirs
Martin Marietta / /
Materials 1 \ )1 /fir
\ / %
_ — __—\' NCDOT \\ /� ,/ 1 i I \; / \ `\1� //Nr/ y _
J
i
William Shuford
Heirs
\ X
.\ ------------------------ 7-L---- I\. �
11
NOTES:
REFER TO PLANTING SCHEDULE
FOR 5EEDING INSTRUCTIONS
50'-0" 15'-0' 50'-0" 20'-(r
Corner
Post
4"
l0"
4.-2" 10"
10"
1
lo..
16"
3' 3/8 in. strand
min" 1/2 in. turnbuckle '
with clips or preformed ;
L wire end grips.
NOTES:
1. For temporary, movable fence, fence post shall be steel "silt fence" posts.
2. For permanent fence installation, fence post shall be 4x4 treated wood posts.
TYPICAL BARBED WIRE FENCE DETAIL
50'-0" IT-O" 50'-0'
TYPICAL BERM CROSS SECTION
Post set 8 ft.
I to 10 ft. on centers
SEEDING SCHEDULE FOR ALL GRASSED AREAS
SEEDBED PREPARATION NOTES
1) Surface water measures are to be installed according to plan
2) Areas to be seeded shall be ripped and spread with topsoil (if necessary), 3"
deep. Total seedbed prepared shall be 4" 6' deep
3) Loose rocks, roots, and other obstructions shall be removed from the surface
so as not to interfere with the establishment and maintenance of vegetation.
Surface for final seedbed preparation, at fowl grades shown, shall be reasonably
smooth and uniform.
4) If no soil test is taken, provide fertilizer and lime according to seeding
schedule. In addition provide 15 Ib./1000 sq. ft. of super phosphate.
5) If soil test is taken, provide fertilizer and lime according to the soil test
report. Soil testing is recommended.
6) Lime and fertilizer shall be applied uniformly and mixed with the soil during
seedbed preparation.
7) WATER all seeded areas and keep moist until new grass is established
PLANTING DATE SEED MIX RATES: LB./ACRE
April 1- August 15 Serica Lespedezo (scarified) 30
Pensacola Bahiagrass 50
Common Bermudagross 10
German Millit 10
Prior to May I or
after August 15 Rye (Grain) 40
Fertilize seedbeds with 3 tons/acre lime and 50016s/acre 10-10-10.
Mulch with 2 tans/acre clean straw or hay.
Tack with rapid setting emulsified asphalt at 10 gal./1000 sq.ft., or other
tacking agent approved by Owner.
Rrf! N 0
LAND QUALITY SECTION
AT THE TIME THAT AN ACTIVE FACE
BECOMES A DEAD WALL, INFq TION
WILL BE SUPPLIED IN SUNORTOF
THE DETERMINATION OF FINAL ROPE FOR
UNCONSOUDATED MATERIAL.
(MAXIMUM SLOPE NOT TO EXCEED 31)
10, SAFETY BEN[H
BENCH HT. VARIES
WITH ROCK ELEVATION
APPROXIMATE HEIGHT RAN6E:
0' 50'
WIDTH
VARIES -APPROXIMATELY
r 112 OF HE16HT OF 9ENO,1
+ FACEABOVE
10,
MAxiMUM
oEPTH=3oo
TYPICAL CROSS-SECTION - PIT
Legend
Line
Post
PERMIT BOUNDARY w w w w
ADJACENT PROPERTY LINE ---------
BODY OF WATER
EXISTING BERM
1) All unpaved areas above water level (i.e. road shoulders, berms, dams, etc.)
to be stabilized with vegetation. If sufficient cover does not exist, overseed
as in Seeding Schedule.
2) After seeding as per Seeding Schedule, berms and slopes beyond road
shoulders outside the office area shall be unmown and allowed to revert
to natural vegetation.
3) Berms are to be built as material becomes available. The extent of the berms
shown on this plan are anticipated; final dimensions may vary.
SCALE: In = 200'
0 100 200 400 600 800
/A Martin
Marietta
East Division
Carolina Region
DENVER QUARRY
RECLAMATION MAP
Date: 7/20/2015
Scale: 1" = 200'
2
Stream Reocation,
Overburden Storage
11/2022
Design by
Mining Permit#55-02
Located: Lincoln & Catawba County
111
1
Mine Perm
t Renewal, Update 2007 Map
7/20/1s
No.
Revision
Date:
Drawn by JN
Site Number:
HAGreensboro Quarries\Denver (44407)\Drawings\Mine Map\Denver Mine Map Modification 8-: