20190426_Mine_Maps_60-02

VICINITY MAP
NOT TO SCALE
Martin Marietta
if
Mt Island Lake & Derita USGS Quad 1" = 2000' f Martin Marietta °
Joe M. Baucol Sf.
ATTHE TIME TIAT AN ACTIVE FACE
BECOMESADETD WALL,RiarMATION
wou RESUPPLIED WsuwDBTOF
TI E DEIBtMINATION d' fDML SLQE Pam
Utl0pt14q.IDATED MAT6aAL
(MAXIMUM SIAPE txPT TO F%4ED 3:f)
w' sArETv eENw w•
Reao-1 W. VARIES
WfIHRMx aiVATL1t1
AwwaXIMAlE P4rB11T1.1PYrE:
o ao
wID N
r V,IRIESAnmOXIMAIELY
I vz oFNEwrtaF eaaal
FACEAWVE
wmTN wmTH
baTrBao
TYPICAL CROSS-SECTION - PIT
Kenneth
Alexander
Ruth B. A
Isenhour
Terry R. Gric \/
cell D. Rogers, �.
Ile;
'amin H. Mun
_ George E. Ha \ \\
Martin Marietta
- --SENSE R
Hansel Lee SE� ACCURRRZEE
Cy
I_Utz,11 /; _
\°o / 817.30
816,(T0 X
\ r )
Ralph J. St. Jo71n
Dim 4 m
HSiBkes \ I15
m r.
Inlet I
h
Plasm
Ca
Pipe
,
_'tt
l
Iev�L� I
PLAN VIEW STANDARD TEE -SECTION
ENERGY DISSIPATOR DETAIL
Frye OutletTVFlot,Iv ..._,_ woi.Dv'med
Nv Well Wined Channel
ILE
JT T
V
d .&
1 A.
I \8ao
815.00 / /O X
Martin Marietta
0
STEEL POST
comPAc DPal
FILTER Fa
BRIG 5POST
�1
4"
1
8"
BACKFILL MIN e•11aC1:
uYEt OF6RAVA
SILT FENCE
°
61 OO o
i
'
Air
BERM 10' SAFETY BEWH
2,
20' TO 100'
PIT DIAGRAM
nwa MnTeuAL wax ExuvanaN aN
paWN1a.L5t°E OF ROW USE aDDIiIgJ.LL
� I',Myl
F]LL Rl agQEW SiELIFLEp HQ6NTMb WIDIN.
=1 _', I.
N£D.W D MNLH DIVERSION.ANNF. AND.g
IMMEDIATELY AFLFR CW STAORIGN. CHWSE
I
MTREFl THE
vaRlFs
SPPPOPAATESRFSVKG
EEDlusawouLE
I'FppEEppARD
LFLOOD STORAGE ZIXJE�\� 1�5' MINI
FILTER FABRIC
4'STORAGEZONE LN-0Ff TRENCH
'OTAL BASIN CAPA CROSS SECTION
TT�D TW EMERGENCY BY-PASS
OVERFILL 6" FOR 6- BELOW SETTLED TOP
r S, AU„-21•MA1 SETTLEMENT OF DAM
NATURAL GROUND
�3 MIN.
STONE SECTION
ROCK DAM SEDI MENT BASIN
0
efo
D
D.R. Horton, Inc.
Closest Off-!
0r+' Dwelling('
from Future Pit
REFER TO PLANTING SCHEDULE
FOR SEEDING INSTRUCTIONS.
60'-0" 30'-0'.
60'-0"
men
+
150'-0"
TYPICAL BERM CROSS SECTION
t°
srtscwmslrv:wmnwnl WMMMERvEvw
-
enn
/Em�_tar
,.
,txa x
Em N non
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PLANVIEW
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x
0
3
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Ie'xa'�'�ur�xl a,.npmvvLwaiv¢ SECTI ONAL VIEW L°ro"
uHun "
„
Name
FeMME:
n�ao° EWI"P `R..n,xR„uaa,N�:xs
-
a
<.tIAAmPrcsxaaxAVLAmxmum,aoTxorea aLrvrt,rvm, Puxa
0
_
PigurcG6la Si �Badv fwuh leas Buret PlPv)
7Ni-
Herbert T.
Attica
ian R. Sunset Road Assoc.
venn Two, LLC
Herbert
REFER TO PLANTING SCHEDULE
FOR SEEDING INSTRUCTIONS.
W-0" 15'-0" 50'-0" 20'-0"
50'-a' 15'-0•' 50'-0"
rorn
%/eL
ft T
'IIPNASEY-
is --
'- PHASEI
TYPICAL BERM CROSS SECTION
Basin InI(:t 3 Basin Outlet
1
Length
Length
V i
Clan B Rip Rap BoHl. Dowmions
Top Width -2•
Height-3•
Bottom Width - 8•
Class B Rip Rap Baffle Detail
Y
IYt'ICAL S6DIM14NITRAPCPa35 SEC1ICN
ootro.mle -
��° A r810
Martin Marietta ��MID
I P I
A* / I I ''' e° Rape Minnie H.
Julian M. g2o� \\ �' i -'�� Hamilton
Osborne 813.30
810
AREA ILL BE GRADED SO EFFL TEST ` _ _ Roy in
SURFACE RUNOF \\ DIS GE P Jame; Ra
DENS TREE I - Withrow
FLOWS TO THE P II 30 UTFAL 001 SEE AL�CURAcr DTE
/ St0 810 W.E. 790.8 �810 / _ >90
/ l \ Pam l
` 810 \ ` l
W.E. _-J--�- Hamilton
x -o--x
X 78
80 X 0 - - / /I Rai news Te p #51
_.- �• x - 1
"'/ii 7 / m lea0 Jessie B
0 -- ----._ x\ 1 ` Jig �' McCree --79 s ��v�50,
a0
r 1 Martin Marietta m
FUTURE / //.
8l0 0o PIT LIMIT /// +/// ❑ 7g0 800 FUTURE
PIT LIMIT
Weyneg Renee YV°�
,
I / ,/ --_-
. > Charles L.
� 1lhttyyy��F•• BIIX II 90 M.^ .,^ / _ n L_- �_�\ jcP E URAL - 'nStr \�,j,;th O Russell
Martin=\� O John Varele`81
Merlin F deAllen,
e
PI UMP _ - \ \� 724" RCP
II 80 /// / ' _-\ Henry XCPNAT °
455.30 p �� \ x artin Watt
rtin Marietta
t / m azlCtta - \
///� Martin Marietta 800
/j
L� \ �\ >� IX Marietta ° 9 SILT FENCE UNTIL '\
STRIPPED
-// \ /� 458.50 ° \ -- \\ \\ \ \ \ •`y AyF AREA IS STABILIZED \
Martin Marietta -- �. I ' \II I ' �� 459)..30 x 459�10 \\hod.\ //�\\ \\ J \ \\ \ \1 \ / - DNS:. "7q0/
\° n-+ 1 0'/18" RCP�RAC
PIPE
INA6E
'AREA
Q28
SIZE
DISSIDA OR
4' MASS I P
M
33.28
.86
48" CIN
0.9X
�
Q25 = CIA, where C = 0. ��.= 7.2
Note: Inlet control used t•rdotukte pipe Sim
/ John T. Stinson, Sr.\
8
William S.
C
Charlie M. orgle
H Mae Pharr
Bertha
Va Martin Marietta
VirginaC. Hezekiah
May Stinson
David L.
Martin Marietta
Rev /
Hazelme P. Pink A.
Ho Youn
Lucina
SIn
Ronaldo
w'
Invest
� r
Mary "i •
McNeely
> %3
Rei� x
d L.
Care, Jr.
t
anda Y
SILT FENCE
ROCK DAM/SEDIMENT BASIN
PLANT AREA _ ---
PROPERTY LINE
TEMPORARY DIVERSION
BUFFER
PERMIT BOUNDARY
SETTLING CELLS
BODY OF WATER
FLOODPLAIN
CREEK
DIRT ROADS
PAVED ROADS �1
TREE LINE
STRIPPED PIT LB41T
FUTURE PIT LBviIT
INDEX CONTOUR
INTERMEDIATE
CONTOUR
MMM OWNED PROPERTY
460 FUTURE/ / 459.10 0 \ / \ \ \ \ \ , 9'x 16' RIP -RAP -AP ON 0 4'x -APRON j
PIT LIMIT
/ 46 X 0 457.00 70 X o / \2� \ ( / 554.20 \ \\ \ \\ \ \ AA° 18"GLASS I[ RIP P-�$-12" CLASS TRIP -RAP
\ \ \
x Co
BASIN'
i APPROVED OVERBURDEN BERM I \ SO goo /T a70 / \ I / ° I I
\ 60 i / I I I / 1
\ I I / \\ > \ v J / / v \ \ / / / / I ° �I I E W EFFO UEND TEST AA°
' \ \ • \\ \ // 506.80 / 515.20 53 1 I
-� I 794.20 /I I'1 ' o \\ (J \\v\� X----'/ x // / // �j i I III OU FTFALA RA (PE
IN "N" 4o I X I /� •lh \ I / \ / fir- LS / / / / / / Ixo
,AREA WILL GRADED SOI / / /a� r
Ler/
ray & Wife
BASIN^ THAT SURF CE RUNOFF 4 �/
FLOWS T THE ) r� V / x 9 G/ // /� v \ I 60
I //�� 1 IC V I // //�� //�30 / /// //� - �� a. \ 7 �BU� '1 Z
s
\I / Pr ////// / / ^/ = ��-� \\ L 1 w� William's
�/ / / / _ - �A A° �\ - D A Memorial
1 n 500.90 504.80 \ / tO°� / / / A \ �� \ +,o
C NSIRUCTION ACCESS \ 'ST FOLLOW I 73p \ X \ / / / / / / / 9 - _ o \ O �I)
PROPOSED BERM P H I �x / >f N. I / i/ / / / A \ v� I Fresh.
I
�7 Church Inc.
ILI
80 .9b
/\`i/ / ,/i \ FRESHWATER pc r�; 0 X
r, i' r /�/ / / / ' 1 11 r PONI)
115
/ o lI\\` \ A PRO SEb
ASIN ° I / / / / / / 1 \0 7 I $ CELLS i EXISTING o
/- 80� r C TLING / I I I ._q°
6,9 I - W.E. 79 G Lester L.
4 � I ° I �• I / 1 f / / 60 t� � ^ / >90 � I 1 oND ri Luckett by Ent.
II °0 1 1 ssl.00 502.60 J I / / 1 I / C (_ \ \ X I
I I I I ( X (f11 X '� l l 1690 774. ) I I XISTING 784.60
n, II \ \\ >IO O \ V / 1 1 / / / / 610 I / ° X 1 \ \ / ` \ / , LING X STING I I I Harold L.
/ \�I 80 Duckett & Wife
\ � CPO
If/ I I / h\) I � \
IJ 780 Q �i 1 W.E.7620 /-
\ 505.30 I I I ly2 I I /�/ 11 `\:1\ 765.10 I i\ 1\ /
\\ \ \ I ^t /I Il n X I I I I // / nA° /_ " PLANT& /.--' �\ 771.60 I I / c
/ er
\ . i \ L 1 f o ST KPILI9 1 Area)lJisturbed for _ - - - o �' (c // .. lu I e
ro \\ \ \\ 652.80 \ ) I\ 1\J I I I ) I I `A'�`,y�, J 2018 Outlet Repa \iT' DrZ,i
x 1 A I V I I y1 A r
, > a I I , , I II I I /1 \ , 7 0>ZI acres)
2ER
Beatties Ford Road
' \ \ \ \ \ \ I 7 1 l lSHOAC E B RM IS i \ \\ \ \ I L I 1 I I \ \ I >>o \ II / \ STORAND Church of Christ
\ \ \\ \ \ \ \ \STORAGE TANKS
O _SITE AS E \ \ \ \ D /
\\ \ \0 \ \ \ bb0 \ \` J \ \ X 0 550 ' i ' l I I \ 1 ° ��.�:ar� O o
D POSA A \\ \\ \\\ \ \ \ Q- ®� // I I I \ I �O �� AA �� HOP l
Roc AM \\\ \ \\� \eAo \\ \\ o , sff o / �\ I I I o I I I-�OQ\ 760
°
a BA R" �\ �N \\`\ _-- --D.- 64(1z �I^I1 ► I, ,.._.- \�
\ / I I!
Jurisdiction tream & etla dS \\� \ \� �! / �\ --.// I10 �I I \\ I I �/ �� \ `., DIVERSION ° 80280 Randy Clark
\ I \ D1TCH i OFFIt F /
COE ID SA-2014-01 5 \ \\ \ I / / \I 7 . oLE OCt 3 014 x / o/ x \ s DRAB AREAjMartin Marietta
R A AA \ s0 AV A \x 630 I -'I o L�I�629,70 \ �'-'/ / ) 3ILE!PROPOSEARD E. 753.01 o69 I x \ EXISTING STOCK I, a �_ .>,II\,' \ \ \\\��/ -�90 ° JohnF.Mo g ry
_FRESH WATER- 8° nt omePROPOSELO\^; I % \\ \\666.90 1 v TRUCTION A CESS T OIl
POND TO BE FILLE \ (\�C�J7 I t X/O.....b9 71 a-0 \ 700>so
John F. Montgome
tIra.. _.- VC� 0050 Str a)n& tlan y V A �: v ,/ 7s2.e7- i ROC AM�uffe 814.70� I g � \ \ \� / \�� \1 ROCK DAM((\BAS L ISLSAcerageInc
\ X iy °O �I \ \� �� :/ \^� rim " „ ') 77
\VA ! ��V A �_ 1 �� i� �� p A'_ - 0 B 780 I�
�17SECO ARYPLANT
\ _ / o 0 7y' a� AND STOCKPILE AREA
\ \� \ \ \ / � <_ m EXISTING x o
S �'� / i l / \ S 760 - _ r` STOCKPILE A A
'•\ ; .` \\ \ \ 1 C r - - - ROAD O
I\
Progressive Church • `. \� \�, >o \�_A> , ._ I I I I \\\\� -- -o �,` J -76p _ 1 AREA /-�-790 I /
of our Lod a /
P P / \\ Q9, \ M. Bey
9° 6 1:1 FUTU 78 X o \\ 7a7.ao �� / a
Chart
81� I PIT 1-1 11 sa A. Puckett
` / m iA •� err ` 79580 1Q ! i
X ! ,
8 3°_ ROC AM o
BASI �5„ g BA i` 7 0 I 0
: I I I VA �.• ` „W„ 1�I Try Hood Wendell
I
e I \ \\ 19131, 780
/
e McCoy
tit
AREA WILL BE GRADED SO R D 1-10 RUNOFF ��� ««�
THAT SURFACE
Phyliss M. BA i B sieKi ley
\ \ \ \- Ao /
Crosby ora\� . FLOWS TO THE PIT Sao A �)
// '- 72 h° \�\ Ruch le M. Elder
P IissM. J 1eL \.
rosby Melto EEURACY'NU' \� �` y Carol A Mo ey
ear \
yrus C Cars >`z0. _ 0 8 4
Ighm Jr. elma >� >g �, F TURF SEC NDARY PLANT 80150
0 50 rvi) Q x April K. al er
Hop ' ° V AND STO PILE AREA W
F b
W.C. 77V.��� �- r �I 0 q ShersellY. bl y
S / o
/ �Q Linda�o
ameJohn
��j`,,°//war FRIG BOUNDARY / - -, -\ ROC D I
John/ t3ob / I i <`' ir' ValereAda�s
dry S o - -� I J'
II HAS "Y"
J ma N. \% ' J I i Hea . wyers
-�.. A�
dun _ -�� � •� o o r i� o I
Math Johns ` \ _ Tracy L. L owe
8.058 Acres
hnnY 6 X ' bo \ ( r' r / x a Carol M. Sayles Removed
John n �`° A \\� e t y Mining Permit
w Covenan �
Patters / yo W nthony McCreary 2016
lyn W Bible ay �\ \ \ \ ROCK / x Tiffany R. Davidso
Jones eeka / ! New Co enant Church 779.80'. \\ \>� >90 BASIN"AA Wiliam R.
/ ! How yr� 7\g Bible ay M gie M.
1
u
. .1':..
BOULDBL BAMICADE
BASIN
DRAINAGE
AREA
DISTURBED
AREA
REQUIRED
STORAGE
DEPTH
TOP
DIMENSION
BOTTOM
DIMENSION
SPILLWAY
LENGTH
BAFFLES
D
REMOVED
OR PIT EXPANSION
2016
g
REMOVED
OR PIT EXPA
NSION 2016
P
STABILIZE
G
STABILIZE
1 \�
15fl R.J
e'..STCT[On /
5*PE 53E NCCT -
am"AIRED seat
DF
L NTOT"' pefart- ne'A rLLx10 H.Wx6"1hicM (Mal
"a.. z �.rr - ... L.s
swman:� aa- +wwwe+wa:q,r a:u+iM.ern.m
' v,•mw •er m neeee�
A. TMP osee•. vraAramawmeemaasn Pvi tzrothe sa•
A, m. r-+. net emr«..e.." as _ w. aw Fr.• ee P",m_ P•'t
et.w�> mot.
CONSTRUCTION ENTRANCE
H
REMOVED
OR PIT EXPA
NSION 2016
1
REMOVED
OR PIT EXPA
NSION 2016
J
STABILIZED
g
STABILIZE
SETT EFF
M
0.83 AC.
0.83 AC.
1494
4'
45' x 25'
35' x 15'
6'
N/A
1107 SF
N
0.79 AC.
0.79 AC.
1422
4'
45' x 25'
35' x 15'
6'
N/A
1153 SF
O
0.76 AC.
0.76 AC.
1368
4'
45' x 25'
35' x 15'
6'
N/A
1113 SF
P
1.18 AC.
1.18 AC.
2124
4'
55' x 30'
45' x 20'
8'
N/A
1572 SF
Q
2.27 AC.
2.27 AC.
4086
4'
90' x 35'
80' x 25'
10'
..�
3025 SF
R
9.43 AC.
4.73 AC.
8514
4'
260' x 50'
250' x 4O'
30'
N/A
12570 SF
S
3.86 AC.
3.23 AC.
5814
4'
130' x 40'
120' x 30'
12'
N/A
45145 SF
U
9.96 AC.
9.96 AC.
35856 cft
4'
200' x 100'
190' x 90'
24'
1
19999 SF
V
9.18 AC.
9.18 AC.
33048 cft
4'
190' X 95'
180' X 85'
24'
1
17419 SF
W
5.95 AC.
5.95 AC.
21420 cft
4'
155' x 80'
145' x 70'
12'
11290 SF
X
9.95 AC.
9.95 AC.
35820 cft
4'
200' X 100'
190' x 90'
24'
18880 SF
Y
9.86 AC.
9.86 AC.
35496 cft
4'
200' x 100'
190' x 90'
24'
18709 SF
Z
9.37 AC.
9.37 AC.
33732 cft
4'
190' x 95'
180' x 85'
24'
17119 SF
AA
9.85 AC.
9.85 AC.
35460 cft
4'
200' x 100'
1901, x 90'
24'
1
• CALCULATIONS BASED ON RATIONAL FORMULA:
* Q25 = CIA, C = 0.60, I = 8.02 in/hr, WEIR FORMULA = Q = CLHA L5, C = 3.0, H - 1
• SETTLING EFFICIENCIES FOR BASINS BASED ON Qm, WHERE C = 0.60, I = 7.26 in/h/
• BASINS H & I ARE SEDIMENT TRAPS, ALL OTHER BASINS ARE ROCK DAMS
• SEDIMENT TRAPS & DIVERSION DITCHES WILL BE FIELD ADJUSTED TO CONFOIRM TO ACTUAL TOPOGRAPH)
• SEDIMENT TRAPS SHOWN IN BLUE ARE PROPOSED & HAVE NOT BEEN INSTALL
• SEDIMENT TRAPS SHOWN IN BLUE HAVE BEEN REDESIGNED TO MEET DFC.FXfftER 1. 2010 CRITERIA
SEEDBED PREPARATION NOTES:
1) Cl,e' .,,00cted areas ad spread topsoil overadverse soil c odlitions.
2' C_ . -t ^trroarsatoodepthoffim
nose rock, roots. and other obstrvctioas Heaving strfoce rea5ombly
'Drm.
< -_aural low, fertilizer, and superyhoshphate uniformly at rates
5• i mix with sod.
rage until a well -pulverized, forth reasonably uniform seedbed is
. % a depth of 4 to 6 iMws.
F- an a freshly prepared seedbed and cover seed lightly with seeding
ar cultivate after seeding.
., -- straw and anchor.
e _ _ _ _ ceded areas and make necessary repairs or reseedirlgs within the
f possible. If stand should be oSer 60% damaged, re-establish
f - - .J lime, fertilizer and seeding rates.
5. _ , _ -. -,lrvation inspector on mainte treatment and fertilization after
pc---_.c-Is established.
Apphcar_
_-r-sstone-21ons/acre
Fr __ - 10)800/1000 lbs/acre
_. - _ -c r20% Analysis) 500 lbs/ave
-.o straw) 80 bales/acre
_ :uid asphalt 400 gals/acre
nalt 300 gals/acre
SEEDING SCHEDULE
(REVISED: 1101/86)
SHOULDERS SIDE DITCHES SLOPES (MAX.
3:1)
Date
Type
PLANTING RATE
Aug. 15 - Nw. I
Tall Fescue
300 DsJacre
Nov. 1- Mach 1
Tall Fescue d Abnazi Rye
300 hos./acre
March 1- April 15
Tall Fescue
25 lbs./acre
April 15 - June 30
Hulled Common Bernwdagrnss
300 lbs./acre
July 1- Aug. 15
Tall Fescue and
120 lbs./area
A'ABrowrdop Millet
35 lbs./acre
eee5orghum Sudan Hybrids
301bs./acre
SLOPES 3:1 TO 2:1
Date
Type
PLANTING RATE
March 1 - Jue 1
Add Tall Fescue
50 lbsJacre
or add Weeping Lovegrass
120 lbs./acre
•: =-ch 1 - April 15)
or add Hulled Common Bermudagrass 10 DsJocre
(March 1 - June 20)
"` Tall Fescue and
251bs./acre
"* Browntop millet
125 lbsJ.re
Tune 1- Sept. I
`*" or Sorghum Sudan Hybrids
35 lbs./acre
Sept. I - Mach 1
Seicea Lespedew
30 lbs./acre
(Unhulled unscarified)
70lbs./acre
Nov. 1- Mach I
And Tall Fescue
1201bs./acre
and Abruzzi Rye
25 lbs.Acre
C It I r O
aney
\
� J <
0 0
rJliver L.
ackson Magnolia 0 Oo agie M
Ili \e\ Quenon Nel on BBlgi L
Y - I
Cath B b Way NeW Covenant lt_ _ o �Il
I / 0 rch Bible Way
amuall J D Church
Hun Clara
CI amual.. '
Beani x `cc
o
°
III_
t
h
Mary W nj in on Byron I.
r 1
ho loci tin risso Edsil Byron
Laney in Marie
II
Tarasha AAA//
Allick
Skimmer Sediment Basin Design Calculations (NCDENR Std. 6.61)
Spillway
settling
Top of
Class B Rip
Drainage
Storage
Bottom
Bottom
Spillway
Weir
Top of Berm
Efficiency
Riser
Riser
Riser
Skimmer
Skimmer
Rap Apron
Structure
Area
Volume
Q25
Length (ft)
Width (B)
Depth (ft)
Length (ft)
Depth (ft)
(so
Depth (ft)
Dim.
Outlet Dim.
Outlet (in)
Orifice (in)
(Ux Wx D')
1
10.5
81,200
51.72
200
70
6
20
7
19,800
5
5'x5'
36'
5'
4'
18'x9'x1.5'
Notes:
• Calculations are based on Rational Formula Q25=CIA, C=060, I=8.21"/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 buffers.
NOTES,
1) Accuracy Specifications
a. Contours - Ninety (90) percent of the elevations determined from the solid
line contours of this topographic nap has an accuracy with respect to
true elevation of one-half (1/2) contour Interval or better and the remaining ten
(10) 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 200
the groyhd and the contours are shown as dashed lines, they have been plotted as L
accurately as possible from the stereoscopic model, while making full use of C■
spot elevations obtained during ground control surveys and all spot elevations
measureq photogrummetrlcally In places where the ground Is visible.
2) This may was compiled by LANDAIR SURVEYING INC. using photogrammetrlc methods.
COntO4s, portrayed as dashed or broken lines represent areas of dense vegetation
and shBuld be considered approximate. This map has not been fleld verified.
Prior ?6 use as n basis for design /cons{ruction, It should be field verified.
3) Hulldings are shown roofline only.
4) ProJectl5n Set, North Carolina NADSWertical Datum NAVD88.
Unit of measurement, FEET Coordinate Type, GRID
_eIa1IF, RII'Il�
e r
GRAPHIC SCALE
100 200 400
( IN FEE:1
1 inch = 000 it.
COPYRIGHT O 2019 BY MARTIN MARIETTA
MATERIALS, INC. ALL RIGHTS RESERVED.
800
karrin
Ivin S
H ard&Wife
Betty
underburke
in A
it Bustle & Wife
_ ustle Properties, LLC.
Patric g
Patricia E. Km
O Exec. Bldg. Suite 202
N lglesia Pe tal
IV Lino & De Lcr Jalles
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Iglesia Penteco
Lirio & De Los Valles
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o Paul O.
YMCA of • Holmes
Charlotte R�C���
APR 26 2019
LAND QUALITY
MINING PROGRAM
CATEGORY
AFFECTED ACREAGE
ings/Sediment Ponds
17.20
-Tail
Stockpiles
25.96
Wastepiles
34.25
Processing Area/Haul Roads
73.04
Mine Excavation
193.81
Other (undisturbed)
246.02
Total Disturbed Acreage
344.26
Total Permitted Acreage
590.28
/AMartin
MCjettl
Mid -Atlantic Division
Carolina South Region
CHARLOTTE QUARRY
MINE MAP
4
Revised for DEMLI2 commerittl
3
New Settling Pond & Freshwater Pond
02/18/19
Date: 12/11/2015
Scale: 1" = 200'
2
Revised for Settling Pond Upgrade
09/05/18
Design by. bkn,jig,rwb
Mining Permit #60-02
Located: Mecklenburg County
1
Revised for Mine Permit Modification
12/11/15
Drawn by. rwb
Site Number:44405
No.
Revision
Date:

i
CP
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y..
Grade
774
1
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T
0
martin
Mid -Atlantic Division
Basin
Bottom
772
X\2
I
-
Marietta
Carolina South Region
I
770
f
770ry
Charlotte Quar
o+oo
0+50 1T00 1+50
2+00+50
Skimmer
Basin & Freshwater Pond X-Sections
Cross Section B
i
Date: 4-12--19
I.
Scale:
Scale - Horizontal 1"=30 r Vertical P=3'
Design by:
Located:
Drawn by: MMM `
Site 'Number:
Apr 12, 2019 - 10:32cm H: Charlotte Quarry j=iles Charlotte District Charlotte_44405 Drawings Chorlotte Base 2016.dwg