20220520_Mine_Maps

AT THE TIME THAT AN ACTIVE FACE
BECOMES A DEAD WALL, INFORMATION
WILL BE SUPH.IED IN SUPPORT OF
THE DETERMINATION OF FINAL SLOPE FOR
UNCONSOLIDATED MATERIAL,
(MAXIMUM SLOPE NOTTO EXCEED 311)
Io' SAPETYBENCH
BENCH HT. VARIES
WITHROCKELEVATION
APPROXIMATE HEIGHT RANGE,
70'-50'
MOTH
VARIES -APPROXIMATELY
III OF HEIGHT OF BENCH
FACE ABOVE
NOTE
ALLO VERSION DITCHES MUST PROVIDE
POSITIVE DRAINAGE TO EROSION
CONTROL BASINS,
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Is
-'LI i l '111 , I -I W TYPICAL
VARIES
3• MIN SEED AND MULCH DIVERSION CHANNEL AND DIKE
IMMEDIATELY AFTER CONSTRUCTION, CHOOSE
APPROPRIATE SEEDING MIXTORE ROM THE
9EEDING SCHEDULE.
TEMPORARY DIVERSION DITCH
NCSECDM STD. 6.20
l
��•HI6HWALL �'\
BOULDER BARRICADE
Sediment Basin Design Calculations (NCDENR Std. 6.63)
Structure
Drainage
Area
Storage
Volume
Q25
Bottom
Length (ft)
Bottom
VVldth (ft)
Spillway
Depth (ft)
Spillway Welr
Length (ft)
Top of Berm
Depth (ft)
Settling
Efficiency (at
Basin
Exist #1
5.2
25,742
21.3
110
50
4
10
6
8,316
Exist #10
7.6
37,720
31.2
135
60
5
10
6
11,704
Exist #11
1 8.7
43,312
1 35.7
160
1 60
4
1 10
6
1 13,376
4
3,8
17,482
15.6
g0
40
5
10
6
5,936
5
9,6
37,485
29.6
161
51
5
10
6
11,859
6
6.0
26,435
20.4
110
50
5
10
6
8,509
7
8.6
44,815
35.3
150
65
5
10
6
13,694
8
9.3000
49,442
38.2000
170
65
5
15
6
15,066
Skimmer Sediment Basin Design Calculations (NCDENR Std. 6.61)
Structure
Drainage
Area
Storage
Volume
Q26
Bottom
Length (ft)
Bottom
Width (ft)
Spillway
Depth (ft)
Spillway
Weir
Length (ft)
Top of Berm
Depth (ft)
Settling
Efficiency
(ef)
Top of
Riser
Depth (ft)
Riser
(In)
Skimmer
Outlet (in)
Skimmer
Orifice (In)
1
15.6
80,82E
51,2
175
80
6
15
7
19,500
5
30
5
4
RISER STRUCTURE
\ TRASH
SKIMMER
TOP OF EMBARKMENT
CLAM B STONE PAD 4 CUT-OFF ANTI -SEEP
NT
(4'x ii VMIN.I AKWATION BLOCK SECTIONAL VIEW L
TRENCH COLLAR
2' DEEP
1.1
NOTES
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
2. INSTALL MINIMUM OF 3 Cl FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT, FROM BOTTOM OF BASIN,
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLNC,
SKIMMER SEDIMENT BASIN WITH RISER
NCSECDM STD. 6.61
BARREL
STABILIZED
OUTLET
NOT TO $CALF
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Silt Fence Outlet Detail
Mining Expansion Construction Sequence
1. Obtain DEMLR 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 measures(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.
Culvert Sizing and Rip Rap Apron Design (NCDENR Std. 8,06.5)
Culvert
Size
Q25
V25
Dissipater Length
A
18" RCP
11.5
4
1 6' x 8' of Class B
Notes: >\
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) 1` � . ' � `\\ / / / 0 ''" !' a.I /i _` � " ..,..� � i �• ..r.'L'0\0 -
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Brisling Storage ExitingMicheal Deal _-----
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Category
"Current
Affected
Acreage
Proposed Change
to Affected
Acreage
Total Affected
Acreage
g
Tailings/Sediment Ponds
11.6
-10.2
1.4
**Stockpiles
6.4
-6.4
Wastepiles
60.7
-2.1
58.6
Processing Areas/Haul Roads
32.2
37.7
69.9
Mine Excavation
79.5
30.5
110.0
Other (Accessory Access)
5.0
5.0
Total Affected Acreage
190.4
48.0
234.4
Total Permitted Acreage
278.1
56.2
328.E
SCALE: 111 = 200'
Current effected acreage based on currently approved mine plan. 0 100 200 400 600 800
**Stockpile acreage is included in other category calculations.
TYPICAL BERM CROSS SECTION
50.4.. 15'-01, 50'-0" 20.-0., 50'-01,
50'-0"
Slopes will be tracked during Construction to old In the astablishment of YegatatNe cover.
All exposed areas will be stabilized following construenon
See Seeding Schedule for proper stabilization plantings.
All berms will be evaketod for the need of dope drains during stabilisation. (NCDEQ ESCOM Std. 6.32)
STEEL POST
WIRE FABRIC
FILTERFABRIC.
LANCHOR
P
1j1��
SKIRT MIN. OF e"
L4" MIN.
STANDARD SILT FENCE
NCSECDM STD. 6.20
t' min. NCDOT AM or
ARE Washed St.. '
Corry Rip•Rap up
Sid" of Siallway
10' Min. 3' Mln.
2' st
Class I d 2miiiiiiiiiiiiiiilli All
Is'.51 AT ar ommowW
spolway Detail
SEDIMENT BASIN WITH ROCK DAM
NCSECDM STO, 6.63
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. seedbed prepared shall be 4' -6 des
P P P P•
3 Loose rocks roots and other obstructions shall be removed ace from the surf
ace
f
so as not to interfere with the establishment and 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
,P 9 9
schedule. In addition provide 15 Ib./1000 s . It of super phosphate.
p 9 P P Phate.
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 molst until new grass is established
Temporary Seeding Schedule
PLANTING DATE SEED MIX (Ib/sec)
Piedmont __RmlirlLLes ed�ezo German Millet
San. 1 - May 1 120 50
May 1- Aug. 15 40
Aug. 15 - Dec. 30 120
Costal Plain Rye Grain Lespedeza German Millet
Tan. 1 - April 15 120 50
April 15 - Aug. 15 40
Aug. 15 - Dec. 30 120
Mountains Rye Grain Lespedezo German Millet
May 15 - Aug. 15 40
Aug. 15 - Dec. 15 120
Fertilize seedbeds with 2,000 Ibs/acre lime and 750-1000 Ibs/acre 10-10.10.
Mulch with 2 tons/acre clean straw or hay.
Tack with rapid setting emulsified asphalt at 10 gal./3000 sq.ft., or other
tacking agent approved by Owner.
** For Permanent Seeding Information refer to Std. 6.11 in the NC State
Erosion Control Design Manual.
Basin Inlet '9uln *P
Il B PIP Pap
Baffle (Repko
ovary ®6 monrhq
-P
­PPIF eoKor Basin Outlet
Bosom Width - B'
Class B Rip Rap Baffle Detail
PERMIT BOUNDARY ----
ADJACENT PROPERTY LINE -
FEMA FLOODPLAIN------------
TEMPORARY DIVERSION -------------•-----
SEDIMENT BASIN REM
SETTLING CELLS
BODY OF WATER
BUFFER* ------ -- - - - -
*Buffers classified other than unexcavated are
listed on map.
CURRENT PIT
FUTURE PIT LIMIT
CREEK _ _ _ -1-- _ _ - - _
FUTURE BERM
EXISTING BERM
PROCESSING AREAS F----�-'i
RECE:IUED
I'IrsY ? () NO
Martin
Marietta
LAND UUALITY
MINING PR Division
Carolina Region
Statesville Quarry
Mine Plan
Date:Scale:
1/20/2022
' at 0 '
1 2 0
2
Revised per DEa Comments
5/2022
Design by:
Mining Permit #01-08
Located:Statesville, Iredell County
111
1
Update to Add Property
2/so22
No.
Revision
Date:
Drawn by: JN
Site Number:
H:\Greensborc Quarries\Statesville (44312)\Drawing Files\Mine Map\Statesville Mine Map 2022.dwg

-�- Baptist
it Roy MerrittChurch, Inc.
li \�. 1 1 :
M-- ! I \ \ \ \ �----_� ``\ \� \ I /\ / , / TmElwsimdsrw,..a
II Pharr 1 I artin I \ \\ - - -
\ I {'Marl-elta
\ I
\ Y \ I `\ r' \___ -. \ �`\ _ \ `\ \ \ ,., �,'- Resident
( ! WII *lam V I ( I 1 V A _ w ��- �v A � A \ \, L� \ \v vvv .-\1 ! r I �/� R us�n // / // C �RgRu.°
/ Pharr . I , \ \ \ I \ \ \ ,
Johnson Ir 9 la•M•. ] 3Mx
R B \ 1 V A A A� �1 A vv �� AV Assaa, ���. / / zw. Qu61
/ ' l /
Jenkins k' I /// •d•d5aw
Mery tih I \
------ o Martin i , \ \ \ \ ■ �� ■ �� ■ s\■ ■om ■ � \■ ��\■ �� I�i�� ■ �\���/ - �/
U
SwN•g Octal
i M '� I ,e t t \ \ \ � \ \ � \ \ l __ - " ♦ 1 �' /' � ' \ SEDIMENT 8
, Mrrletti ,� I V `\ `V o • - A� \V . �'V AV '�, -�v . ,'� ,- l ;� ,' ,� _ N6
ailar�in r,j I \ \ \\ i';C
✓lar--ietta\, .
t � T ry\ T ® :.� �ietP- ��� � rr� }6r\� L ��t� i �\
M6rti>i I / \ `
M/arletta
EMEE
r / N -
/ { \ \\ 1 \ \\ \
;N�artln
Marl tta \\ \\ (ryP-)
M a r-f i n Diversion Berm /
W i l l i a m o I V *Provide Positive
\ I ' / A �� I \ Drainage into Basin \ \ /
Johnson , vv v v` , v ' % ` v ' /
.
Diversion Berm (Typ.)
"► / �+G < *Provide Positive
Drainage into Basin ; 1 1 \\ V Cl r t i G1' / 1 I r ' _ - \
/ v v+ I 16.7 Acres
Silt Fence I I { \
I a
I
OutletCryp.
Erosion Control
Erosion Control g v v 1 v v v v Skimmer Basin # 1-
\ 3.8 Acres _
Basin #4
V.
\,
- - _
LI\ I $ \. mil\
_---- p > _930`\\ \\ \� \ \\I Silt Fence(ryp.) 1' n II* \\ II \\ 1 * - \\ \ \l\ \{- ��_\' -/--� \\-� \ % ``� II
- -^Rro , ` \ \ -� - - - ► \ -ram- \ `t_ 7 /
I r
'���.\\\
Silt Fence (Silt jVOntlCt ence \ \\ \ / T jowas mom 1 ��ME.
-\� �.■
NV
Diversion Berm (fyP-) \ 1\ \ \
Provide Positive t V \ \
Drainage into Basin \
III \ \ \ \I \ \ \ \ 1 \ \ \ \ \ 1 1 \
5Str]1 Bilfb rd \ \\\� v m� v_ 1 A A v \ AGYCS 1 11 I V I1 A \
a \ \ . \ ,� \\ _ ( I ( 1 V I \ \ \ \
9.8 \ f I 1 1 \ \ I \
NJ
\- 11/ �i \` \\ \\ i 1 6.6 Acres
//' Erosion Control i II
Diversion Bean Cryp.) \ I Basin #6
I Silt Fence Outlet Detail / 1 �} u \ \ \ \ l ) 1 ( l \ / \ \ \ \ \ *PlOvlde Positive
1 r\ \ \ \ \ \ \ \ \ \ \ t \ \ = \ \ (�\ \ \\ \\ \ \\ Drainage into Basin
I
Fence Cryp.) 1 I Silt Fen a
Outlet nI
r \\ \\ \ \\ \ \\ \ \ \ \ \\I 1 \o
Al
SiltFence(Typ.
i
Erosion Control-
v= c v v v\ ti vV A Vv vA 1 y- I\\ I II
:_ '✓'4:�. �� \ \ / I Basin#5
``3✓ et3 �5. \ J\\ \\\\ \\ \ \\ \ \\ \ \ \ \ 1) j l \ y^ l "' l_ - // / !\ I ! I I 1 Silt Fence \o
A� Outlet ►A
1 � �yh-) \ /
SVrrWe
O'Arin
Area
SBasHe
VaYme
025
fiotlwn
�>9hlN
Bamxn
tttdlh (8)
6pil•'eY
OryB1 Oq
»+.Pwei
tagn(a)
Topal6am
Dml6(10
6Alia
Effi-V •T(»
5081
Exist /1
52
25.742
21.3
110
50
4
10
6
M316
Exist /10
7.6
37.720
31.2
135
60
5
10
6
11.704
Eris[ /11
&7
43,312
3a7
160
60
1 4
10
6
13,376
4
3.8
17.482
1&6
90
40
5
10
6
5036
5
9.6
37,485
29.6
161
51
5
10
6
11,359
6
6.0
26.435
2&4
110
50
5
10
6
8,509
7
8.6
44.815
35.3
150
65
5
10
6
13,694
6
9.3000
49.442
3&Z=
170
65
5
15
6
MOM
6nx9ue
a
Vahme
OLx,
BOOM
tag/if)
6pIkW
DBvbin
VVii
' g1 p)
TolodOwm
Daplh(E)
Efficiency
(w)
Tapan
HIM
Depdn R)
Rim
"
Slim®
ab on)
Slam it
Orifm Cn)
Seven
V6d6(A)
1
15.6
80,825
51.2
175
80
6
15
7
19,500
5
30
5
4
--
- \
Silt Fence \I I m � _+r_'�-=-_- - - J I 1 ► I I ( ---
-\l \ III / / Outlet (ryp.) T
-f�-.\f�;�\`-:�l•0✓1 \ \ \ \\l � I I1I(/ram I I r' � =�'` _-�__ �-- / / I I / \�
it /
4
_ Ir
�I \
Allining_Exposion Construction Sequence Legend:
1. Obtain bEMLR Mhirg Permit and ell dppkdable permits for constructim. r_ tea/ / '•,t I I I
2. clear only necessary areas to allow for the installation pro of the approved erosion control measures. Property Line % I
3. Once erosion control mrasurs are installed seed and sterilize the installed erosion control nVOTWrs.
4. CkyrilStream Buffer
9 and gn'ubbing of work area wl begin. Work areas cleard must be within the installedt i 1 I I
er'oaian control measure drainage
areas.
5. A6m mhtence of erosion control measures(ie. in
rs(ie. stilt fence, diversion Amctures, check dins, sediment Silt Fence I
basins, etc) mast be conpleted at regularintervals. AccumuMasire red sediment in the installed bDiversion Berm itch - >> ,' " ,
�n the storage vohmre is half -full.
6. Any development occurirg where the starnowater runoff inn be directed to the existing pit doer Existing Contou S
not have to have sediment control basins installed. The existing pit is kind faea trtment of runoff. 9
7. Ong the contributing areas; have been stabilized the erasion control iMraxcs can be re war d and Proposed Conte rsthe areas; areas graded and stabilized.
Stream -
DrainageAren - - - - -
I
/
(B" MAX)
if II
MIN 10 6A. MD4. It 1/Z 6.l
LINE WIRE I (. /)141BtMEDIATe W➢ES
I-
FN
STEE1. POST
WIRE FABRIC
MTER FAwaC
rc
n4�MM
,• MDJ
STANDARD SILT FENCE
NCSECDM STD. 6.20
r--
o
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J
rl
I i I \ \
1 1 1 I 1 I tJ
NIRAE- /
\ Iredell Properties
Pr perties Inc. '� /'NIRAE
-
v s_ --- Propertie
M-af-t in
ipm - - - EM MEMO"_�; Marietta ---
e (Typ.)
\ 'I 1 /---
v I ,
8.6Acres 1 / --
{
\ 1 /1
Martin
I' Undisturbed I M a r i e t t cV/
stream Buffer
Diversion Berm (Typ)
*Provide Positive
Drainage into Basin / • / / /!
I _ i
If
!
r
Erosion Control
Basin #7
1
\ --- - '-
- WnIf-
SCALE : In = 100' RECEIVrz'
MAY 2 0 2022
0 50 too 200 300
- LAND QUALITY
Mdrb*n East Division
Marietta Carolina West District
\- Statesville Quarry
rJ
/ Erosion Control Plan #1
all Date: 2/2/2022 Scale: 1" = 100'
/
Design by. Located: Statesville, Iredell County
Drawn by. JN Site Number:

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—d
---- C ; ---- __- \ \\ Fund \1 1 1 1 \\ IN,
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\ y ,\
Mason 1 I '/ \\ \\ IN,�\ \
IN,
I I / \ — — `\`\ \ \ \ \ \ \
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/--J' }/ ' ///^ -- • \\ \\ `\\\ Jones I` - i 11 to ® �, \, 111, �"�� --\ \\\\\ \\ \\ \\
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AudraIN
T \ _ Crew = \\ \
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Steven
Rhodes 1 \ ,\
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IN
Francisco - t11� \\ \ \ \ 1
Gaona,1 r
It
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Austin \ (d
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t / � • a --I � I I l \ --t — _ A l �v } I / 1 ! , / °o�O'-
--�_—�K/'0Y r S
Matthew \\Ir
Cranford ford , I
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qzo_. � }f
VV
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I Joan �v J \ 1 I Martin\v vv-- �'
`\_ .Marton l / ✓`•-.,.� r
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., Ma,rie�tta I m a Marietta
f Prim' /' / ~ Martin l 1 , — \ /; 1, l I \\,R )` / // ///
/l Anselrihd / �' , ) \ ; 1, \ I
' Marietta I I Martin , , ' I y�
1 I _
1 � ff I I -�
Marief,,��a \ � h \ '� I , , f°�(,
9.3.\cres
i Yvette Ellis I ,
r
/ Jerr Trunk
y Ra,L,l
MIa Silt Fence cTm•>rtir1
--
Joshua ,� \Marietta 1 1 f✓ I I I I! I.( r'} \I
I\ \ 1 ) I Diversion Berm (T➢P•i `) 11 ;"?
I— / *Provide Positive
Drainage into Basin / ) / / \ h J
r
IN
/ w
(TYP•) ! !\ Silt Fence v /J _,
1 / r ti /
\
l
Alisha Brian I \ ► \ I v-- :r sit \ .' '
)/ �_� /ly rtin 1 ( \J \ _ l I ! /i / I ! `'o °"gicV� r\1l \;
Dixon Ferry / }(�I" \ / \ ,I ) /i I I I , ;� / ' s'r # J ('ta/� �a�-` ti N \�
c a ey
Erosiion Control I I
Silt Fence a ,- /
Outlet 11 Basin #g I I I I , I ' o i /' ;✓Yao 8Y \ t -1• a
Silt Fence Outlet Detail ` 1 _�� ` - v , I
11 p IN
I
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1 \ 4 I 11 I I I
vLZ<�od:
tic / 1 "
Martin) �.aYSa� )✓• 7 sr,� _
Mariett Eric
Keever \ Mar�in
I \ W arietta\'A\
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isp
I\h`'a e- t I J r
_ I \
SShiniest?Shiniest?N�
sman"$d[0111
VaYme
a25
1 axph (fl)
[gl
Ball
yVidi (n)
spillway
Depth (it)
Spite"WLYf
Ewl9ah (it)
TORar RHa1
DeMh (a)
.seals In.
Eltxiar cy exit)
Basil
Exist fl
52
25,742
213
110
50
4
10
6
8,316
Exist /10
7.6
37,720
312
135
60
5
10
6
11,704
Exist fit
8.7
43.312
35.7
160
60
4
10
6
13.376
4
3.8
17,482
15.6
90
40
5
10
6
5,936
5
9.6
37.485
29.6
161
51
5
10
6
11,859
6.0
26,435
20.4
110
50
5
10
6
8,509
8.6
44,815
35.3
150
65
1 5
10
6
13,694
rB
9.3000
49,442
38.2000
170
65
1 5
15 1
6
15.066
shuwlm
DIM�e
masis
SVaok.
025
BdBvn
Length (ft)
Betun
YAM(R)
Spiwar
Depth M)
1Nei
EagBl(R) I
Top, aBen
Depth M)
Eifidwlq
(sill
W of
TRim
DePMM
Rim
(v)
1
15.6
80,825
512
175
80
6
15
7
19,500
5
30
Slurwlw slansna
Due f l) arnicafn)
5 4
Noes
• Berm footprints will be modified in the field in aDow• atom f« basins to be consimrood ouoide defined sheaat buffe0-
50' Undisturbed
- / 4 Stream BufferIN
M art�in/ '/ ' i ', II I I m
i \ o t .
r 1
m / J / / � }
(� i�/ 1 1 I (\ t l /� _ \ / a lilra,
\ Class 8 Rip R , Bank Dinlersia.s
H"ht - 3
Class 8 Rip Rap Raffle Detail
in
\ 1 1, , I\ �� \ , 11 I I I) I ,/ // ,1 � ,' J ,[ / �� l t • A? �".�, `e
Mining xpmsim eamfi,nctiah semlenrE
L Obtain DEMtR Mining Permit and all applicable permits for construction.
2. Clem only necessary areas to allow for the installation of the approved erosion control meastxvs.
3. Oncx, erosion control measures are installed seed and stabilize the installed erosion control nhemves.
4. Ckm inlg and grubbing of work area can begin. Work areas cleared must be within the installed
Oration control measure drainage areas.
5- Mmntrmnce of erosion control me isu•es(ie. silt fence, diversion struck s, check duns, sediment
beel1is, etc.) must be completed at regular intervals. AccuraulaFed sediment in the installed bmim
wit" the storage volume is half -full.
6. Any +evelopment occurring where the stormacter runoff con be directed to the existing pit does
•ot ,.,ve to have sediment control basins imtalked The existing pit is used for treatment of runoff-
7- Onc--_ the contributing areas have been stabilized the erosion control measures Pon be remow.d and
the _Vats graded and stabilized.
Legend: _
Property Line • — _ ' -
Stream Buffer - "-'—
Silt Fence -
Diversion Berm/
itch -- >>
Existing Contours
Proposed Contours
-
Stream
Drainage Area
- - - - - -
\I
t' xn. N"T# ar
!IS Washed stone
smirs at sqa�
to,M ,
Spua, M 1
eye. or R e aD
n
(e MAX.)
MIN 10 GA. `{ � — MIIL 1212 GA.
LINE WIRE I I >741FR aIATE W s
LI
iJ
- - -
a1
-Cr t -fY
JI`N
Nd
57M POST
WIRE FABRIC
MnR FABRIC
rc
ry � �AnmhoR SlmiTMW.OF e•
�n
STANDARD SILT FENCE
NCSECDM STD_ 6.20
�J
' ~'� 1lv' s- ..• -yi 6 <� /) ,:/ //J(�/�} l 2 N \ �a • i`\} ` �111
­')'/{/S `• > } j? ! i\ r \ t tit
1 / 1t v • o
J
t
I \IN,1! r �� �"�1 c.=� 11 1 ' ' t i J � �� v }(fit-•/�,: 1 f11}\\'
f ,
� i'`.... t I } (.•tI j° � ., � ✓ Lt�1 c'iv
f/r A71r'f •( �=t� t f F � J } ; l\ � .o 5��.��R•, �° fJ { rJ'^\}l ,r i ,,
Jai \ f \} \ \ 1 1 \ ( r1
`I
,jl�'''..-->•� �r �I-r/ r.-.-, .''•,t.V... u�01.\ ( \ 11 ( al Y \\r� //s ° �
/(, f\l��h,-y> \a Y� c«�)a o� i l } S ) `�\ V SL,
3,arn,
J r '1 �gg ,
Ir
/hc
/
r ; i. � �i1 r k ? oC ✓ate/ -` (-� /ti o\
t3•, // , i . a a� , �1 I1 l!
\ a m 1S}: 1 ;� r . rj . -�.j '71'f,- (i` 4 l 41':. )T • t c -.
r r7'�� Z :.:� ��-\ \� ; •'�
i? Yin 1 \ i , c �. ./ ' �-: �.., �..., �—?J-.•�,i-� f \ <- `. i t ti ti" \ �s- ��-_.- ,,.�.-s�-}'''9'�-"`�a,�.� .
Existing Pit will be all +
to fill with water_ �� \
1511
ae
s'c`S7
a
P
�722p->~ -f 'ter•;• .z \ ' '�\/ /i \,t,SY
160
_ Teo-
\ Aa > \ moo. i- / �/
/
Y �J
—eso-•—I /
,^�
SCALE: In = 100'
— — -96<
- --,--
- am 0 50 100 200 300
r�Martin East Division
4kMdrietc Carolina West District
Statesville Quarry
R I Erosion Control Plan #2
Scale: 1' = 100'
Date: 2/2/2022
Design by: Locate,.. Statesville, Iredell Ce�nty
_„o Drawn by .IN Site Number: