20220215_Mine_Maps

21
115
90 STATESVILLE
QUARRY
QUARRY RD.
40 21
� 115
No Scale
Vicinity Map
AT THE TIME THAT AN ACTIVE FACE
BECOMES A DEAD WALL, INFORMATION
WILL BE SUPPLIED IN SUPPORT OF _
THE DETERMINATION OF FINAL SLOPE FOR
UNCONSOLIDATED MATERIAL,
(MAXIMUM SLOPE NOT TO EXCEED 11)
SAFETY BENCH 10'
BENCH HT, VARIES
WITH ROCK ELEVATION
APPROXIMATE HEIGHT RANSI:
0'-a0,
Sediment Basin Design Calculations (NCDENR Std. 6.63)
Structure
Drainage
Area
Storage
Volume
Q25
Bottom
Length (ft)
Bottom
Wdth (ft)
Spillway
Depth (ft)
Spillway Weir
Length (ft)
Top of Berm
Depth (ft)
Settling
Efficiency (sf)
Basin
Exist #1
5.2
25,742
21.3
110
50
4
10
5
8,316
Exist 10
#
7.6
37 720
31 .2
135
60
5
10
6
11,704
Exist 11
#
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
5,935
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
Q25
Bottom
Length (ft)
Bottom
Width (ft)
Spillway
Depth (ft)
Spillway
Weir
Length (ft)
Top of Berm
Depth (ft)
Settling
Efficiency
I
- Top of
Riser
Depth (ft)
Riser
(in)
Skimmer
Outlet (in)
Skimmer
Critical (In)
1
15.6
80,825
51.2
175
80
6
15
7
19,500
5
30
5
4
Notes:
e Berm footprints will be
TRASH
SKIMMER
TOP OF
CLASS B STONE PAD
i4'x4'x3'MIN.1 1 A!F4roN 6taCK SECTIONAL VIEW tCUT-OFF ANTI -SEEP
TRENCH COLLAR
2' DEEP
1.1
NOTES
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES,
2. INSTALLA MINIMUM OF 3 COIR 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 COUPLING.
SKIMMER SEDIMENT BASIN WITH RISER
NCSECDM STD. 6.61
STABILIZED
OUTLET
NOT TO SCALE
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Silt Fence Outlet Detail
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 erasion 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
6' x 8' of Class B
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TYPICAL BERM CROSS SECTION
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Notes
1) Slopes wlIt be tracked during construction to old In the establishment of Vegetative cover.
2) All expand areas will be stabilised following construction
3) Sao Seadlrg Schedule for proper stabilization plantings.
4) All berms will be evaluated for the need of slope affairs during stabilization. (NCDEQ ESCDM Std, 6.32)
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PLACE MATERIAL FROM EXCAVATION ON `I ,.�, ` , ,,-. D _/l I 1_.. A, _ _ , '"-_ - I 1 r Stace r
DOWN HILL SIDE OF FLOW. USE ADDITIONAL I v , ` ,__'+ r t r- / , 1 - _�_-_�_-_� �, \ :, �l , 1 / ,ry y `__-_ - -�•.� ♦ _ �;-� Ilt0
NOTE: FILL TO ACHIEVE SPECIFIED HEIGHT WIDTH. 1 ` "_ /' 1 I AV ` / II ' `, `-` ', v , r'AV lv 1 r I ' , .- �- _ _ _,,.'\
ALL VERSION DITCHES MUST PROVIDE ` r / i COmbS 1 ``_ V
POSITIVE DRAINATCHES MUST
/' ' 1 A,_ Roy
\\� 1 ♦, �- '�'i - ♦ i' � / -
t ' Tlmbery y 111`.�
CONTROL BASINS. VMIN -� � '. `__.-_- _ -` yam___ '� .�_ - r _ : -
`� . '.: v I vI r II , I 1 -- v v, , � 30._ / I
cevo_ _ Gregory Howard -_ ���Ivi
r I
-'- - -Brand I I 1 1 f
+ - I' p -}y r n rY/
....__-_ , Martin Joy
'N / Michael - PopeI 1 / / I' , _ __�, / , 'I _'-
9
D"" - - -III - '4 ,,/ v '.I I - __.. 1 --- �T-_ r .� , ,. '-- .- l 1 , Marietta 1 Chomp
an i r' yi r/ _ A - L -II t'1 i
- . " -' _: , - -' ,'II I' Christopher 1 / , - I . /� I ,�.,, J 1 ' - L \�
FLOW ti•-,A vI DOVId �, / !.;- _.-_ `, P Bert011Clnl •., r' Iv v Ch p , r' ! _ 1� A':%/-1 �11
- -IT� Larry /' Michael ---`' - Br an I` _ .lr "ii ' ' i I ` ----------- -- ___ - - I / / P'r''
II -II Fulbright y y Steven Jeanette _ Totherow __ . xo-- `,,_� - R _
Widener Tlmoth --_-- ` l / 1 A -g . PJr
v: Miller <-----��' Windsor +- Moore �,- '_ Goforth r 90 v i _ '� ( ♦io - `'�' ,
Ayres. �' 9 Debbie
Northmont
I v.. 2.4 AC to be added to a . - ` ' r - - `,
-� -��-- '``1_.. ..-==�1�-ya._ ,1�'1 R
pp
ill II a TYPICAL �- __ , Roy Merritt / \ r Baptist _
- Road
_
RIES
Dashed lineiimits - BxadleyFatm -.._ _, Pharr ! _ Church, Ina \_
9�'MIN SEED ANDMULCH DIVERSION CHANNEL AND DIKE ( ) ) - I / / ,,, \\ { 1\ Martin\'9. / r '/ \I
IMMEDIATELY AFTER CONSTRUCTION. CHOOSE -_� -- ■ mi ■- ■bra �( �'/ ♦ ♦ _ !' Q _-..-...:. ` MCrlett0 1 \ ._` 1 :. _ , j - - / I \/ ` \ / ,' \ \,� -1
I -
APPROPRIATE SEEDING MIXTURE FROM THE / e: i •'9 '`:. -- ' `\ _ _ _ .. M {\' \ I 'r' , / , , / C' _ = .,/ \ �% \ �`\ 1111 „I _
W
SEE DING SCHEDULE. I I °�.^�..� _tip__• /,. \\ \ ,' {\ 1 \ \ \, ♦ I !- i rd` `\ I ♦ 1t
TEMPORARY DIVERSION DITCH _ - - ---- Roy ,' m _ ~O _ it
Bryan o __..,. 'r a I Sue - ; William o` .\ Resident .% ; r �.\ - _
NCSECDM STD. 6.20 _ Yearn 4TO, . /' (\ !
Summerell + Pharr ' ! e
`'.Marietf8` _Stevenson ,-tdartTn 1 R B Johnson'1;", Housing /,. d\, - \I
Provide Rock Pipe Is ,oeo I , I I _. - I I I m 1 \ \ I I ' - ^' • ` I 1 "�, p. ♦ \ 'yam _1
I / 1 Marietta Jenkins u 6 a '^._I `, \ - ,r Assoc, LLC.
Inlet Protection I r , , , -{♦ o, $ { \
N II
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--�-'-- NCEDSM Sid. 6.55 licza't Sue ' I `I 1` ' So- o Martin Mc}rtin \ \/,�` - / - - : `\ ` . \ - '\`o \`
1 1 ,9 U srre�sy essYes..w eew�•m nl®yes eesrawAu o_se.Ae Asa we�,V-w \ - 1 , `\
Ronald / 7rr-, t _ - Stevenson Marietta \ \ .-_._._-.------ __. ,/ ,
r' r b,n: _- Martin , \..\ , \ \ -- I/ _ _
I --'-' I Moore ( � - -
--i. I -1 yr l"',onoft \ �\_' I !' I I Mari4'f�`a _I 1 t U - i \ , ♦ .� 100' Buffer �` - ,
Marietta , I , . ♦ t•'-._._._._-__•-____..__.-.______-___._._._.__._._._.�.. ~ �\`\ - �\ \\I i \\s`r ``r \\\\ r r I� r r \`\ ♦ i' \,\L\I l
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v e Pro oaedllexm , ♦ ' ,: ' ' '1 I
arietta ♦ ♦ ♦ � \ � � ramv �`-.
I
MIN. 121/2 GA,
INTERMEDIATE WIRES
Ashley "n: .'-----� 'D6 ./� 1 i I \ \ \ \ ,t \ I 1 !
- ♦_�•Martln 1 1 i 0 i ♦ , \\ {-•-_-_-_-,___- _._., t Additional Approved I f r _ \ `, \� p I / ' i r 1 / \ 1 , - _ -__.
' - Price
1 1 ' , \ \ ` / c:_ \\', \ ` \ \\ \ 1�1 1 i % r % \ i '�',`, I r 1
`\, Marietta , I , I\ / ! I ,.Wartin 1 do _` ping Per City of' ` ,. AREAS
1 I 9 ♦ ,-__.. _. _...__ I \ % \
5__._ _, I I Landscaping g, SEEDING SCHEDULE FOR ALL GRA54Eb A
- '- � ` Marietta �` I 1
/ I C 1 \
Statesville Rezoning I , r
o - I - I I
7 '♦ � tI , I I I L I `1
9 is t /' I /` I r l
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�!{ariettd urure y I _
Welling - I I . I \�o \, `8 \� � I I `\ : \ �I r I 1 1 1 ♦ ,{ I � /
i Freshwater 1 I 1 I } _ 9 I 1 1
Johnson ✓' � 1 I
/ ■[■■♦ III I I 1 / / / I I
\I .- -- � /' 1. Sue �, # -- ' I, 1 BI N, `\_ \ �1 `� I I I ( \ ,'/, ' 111 �.1111111 I I ID `I . ----
' �i' I Pond � - / 1 , I I r ,�
1' % �_-'__-_ v\v Juanita a� Stevenson t \ Buffer ... .� _. "' '.. ♦ I1 i, 7 I 11 ,- - 1 1 I �l_�I I r' i i I ,. r.
�1 Joseph
.I�eiain� v�-- v, `, �..�.. 10,Q'- -" h � I . '-----
511[ Pcncc ♦ ` sO. �_. I rK I 1 i 1 1 MOrtiq'
Michael +7 o y a
I'. \ '� ��, 70 �-' _ "♦ _ r -' , � c. I I I I I I I I Marle4ta
i1,.11'DCObe I
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m �' (8� o Erosion Control a i i . - -i __ a l i Proposed CulvertPipe @ A f i . ; _.... _ ',-- i r= o' :r i i I `
1 - \ m '...♦ I .;nor '
t .I °�c ion Cantrell / t `, �Skirr,mer Basin itl i Future I I II I i 160 LF.1g"Pipe®4.3%
♦ /.!I, -- i i I,I� `, ` ` Marla 9AF SOo ......8, 1 sealing Cells I I _
♦ ', % ' '/ -�'-- - i ,� -1/ ' 1 I Vargas '°,J $ ° !. ®z _ �"' Proposed Berm Basin y 4 \\\��� / BO I 8 I w/ 6' x 8' Close B Rip Rep Apron 54.8 AC to be added i , \ , \
I i 1I1/ '� o o `-.. - �-''"'�.:�Ao i i !I I i Install Rock Prpe Inlet Protection r to permn ) '-.11ll \ N RAE `\ - / �� / III
' ' '� :( \ \,. Durmg Construction NCECDM ' (Dashed hue limns 1 I r ` Iredell % Properties y % \\` t 11 'i Statesville
' - _ Properties Inc.
- -_ -
- ! ✓ '°' ° # _ i - \ Props / NIRAE \_ 1 ;1 Pharmacy
r _ IAt81,n. Hexm �' /0 b /. 1 1 i \
Std 655 \'
/ _ . \ ' ), I I I ... . ,. _ .. ! ! Properties\ r II LLC
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♦♦ ° Rash s` -. r. _ \ .__.__._._.-...----- o__-
Gregory $ ° v r `v , fv _ _._-_--___.__ 2 if mo '--'mow- M"ar't, l i
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' Jones
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t .
___ ' \1 ' :.. / _-..__.. ``I �. ., '•-.ems' gy°
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\ �-r-'-------�„- '` Proposed Rer /' Hall
T - Audra tik
1 95° ♦\
- - Crew s ` o v a �`� _ ?
//-- N o L
/' i SL10 ,, ` �_.. -No I ° ;ram I �� ti - O' . ,� l A 1 A %
Steve w Exkthig Berm
, y10 c ,0' 11n L nun�d -
,.' -, �� i'� �__..'. i i... ri v`♦ 1 Rh Od Bi; d= Sucnm Buftcr -^i 'AV� Av s ? ,,11/. :ny x__.. A .... v ' Martin '
o� '
-+. - -J n Contra 0' UadLatlubad / \•r
Francisco `. •, # ' \�. --�` �- Erosion � 1
9^,' 'b aiJ I . �� - A\ �-- B # I`- e r / Marietta'/
, 1
-\ esin+ 6 Buffer 1■ ` i 1
! Gciona
/ I 1 I `... �, -�„__ -�- Future \Proceasin Arefl '( I 1 m 2,.111 pI , -
i ' . - I 1 , ThOm'aSLr G, °'
/ , ', / / / �, B •. \ �` �� I �J ,.� Proposed Berm r - / '•
I. EAo \ 8 } � ,
1 11 iy--_ / ; 1 ` f4ustin Tokid
in
`r"l,tllrB Pit
'�_ �; / , I V \`♦ i i 1 ' I i ie+' ♦ # `\.a c � '`�o 2S / \ \ -. `�'-. � /' � I1 II \r } ' F \ I r�0'� ____ -_�♦
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Matthew o / \ 9 0 a /
Crontord I sc; `' f r 9Aq, ` _.. s>_,a. ..z°o ,�o '�. 1 ,\y 1 i -.,I t 1 ,11 I 1 1 ago
/ 2 Y I i d /
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I Jean I II 11 'Martin\ _ `�t L Basn -
1 I 1ViartAn 1 , I `•._ - e� e D �.. Erosion Control rc ''/ ♦ f - - ,-
r Volk. _,Marlellta 9 o Marietta `, °e" A" `o �•� Basin#5 ;
_._...-__ A _ I Pro ed Hcrm /
rImiLIVa._ r _ -Si ."---^"_ P .� /-yYJ `, `. - 0 ililil
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Marietta \ \ r co g' so \.,-__�..°M1�.. v_ ' "\ _ �rlc ..i g90 '-r ),'^ - 1/ _r
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! r<,. - � . �- � � \ ("� Wolff & War
Jerry Truner \ ` l / I xe\ 'Sa Properties d ;
LLC _ Y"
r Martin-
. Joshua M')Yiettl ^�� a - -v-
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r 2� Em to ee& C vim` v
v , vv v 1 ese sohqCy ' r�' . ' / / i .% .l ,' v F�1 u t ,I,vt, p Y Q Building- - \ B60 _ 1
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/ ;
r--_�.-_ _. ; \ ; ' 1 l/! `, ✓ �' Frosion c'on[rol r i i I� F{ 19:; ,, r. - 1 - "d 1 _. _ !. t� _ e
'liturb
\ .o I �suzz.UndBoricd t / ' I Containment Existing 1 ,`
/ •rl , h -✓' Steea_m Buffer il'i Ili 7 I,. _ Stolmwater Pond w,. _ ♦,
I\,.. I , . !I \ ♦, _ �_ '__"�----_. I\ 1 m o o a l ..,i a; ih4.:� _ __.. ♦ ''`p ,:' ' `I I I'1", % / ! / I,. `ri \ - --------
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Martin, * o qn v♦ @`.
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,. II Marietta ` . r \. . ('jam % ` .:, __ s .,, ,. "., $Ip\.\, -' rTl'�'�j1-IT - --- aso_----------
disturbed-'
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, I/^_ ,_',r_:� _� _ _'f\'_--,p]00'Buffer _ .;��_ �M.J. Holland Sub
■B0.°'t`oFEMA Flood lain .- 9 •:.1111,,'.-\. L p LLC.
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- - _ r m '� -' Silt Fence �
"'--`-^_e`.-_T_ / \\ - o a n_ Duffer for eon,cnr or w1A\\\'\, Vt` �,_ -."•, Holland
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_ Stream Buffer ♦ P , ao , /.. ,' / i.. r , , ' , FEMA �� - -__ _
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Properties L.L.C.
tom- If
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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
328.5
SCALE : V = 200'
"Current effected acreage based on currently approved mine plan. 0 100 200 400 600 800
"Stockpile acreage is included in other category calculations.
P 9 9 Y H:\Greensboro Quarries\Statesville (44312)\Drawing Files\Mine Map\Statesville Mine Map 2022.dwg
Martin
Marietta
East Division
Carolina West District
Statesville Quarry
Mine Plan
Date: 1/20/2022 Ii Scale: 1" = 200'
Design by: Mining Permit #01-08 Located: Statesville, Iredell County
Drawn by: JN Site Number:
i
Update to Add Property
2/2022
No.
Revision
Date:

21
115
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\+ 1\ -;__I` � David Larry ' / Michael -"''� Bryan 'Steven `. Jeanette Toth ow-Bertoncini /- I I I ____ - - _ - - ``
/ j - __ �" Fulbright Widener l' Timothy , ----� -Windsor t- I �o� r \ ; - -, h e Northmont
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\ 1 i I , AyfeS. . + : __ ' -- y"`yEo-^- --'-' it Roy Merritt i r\
Y_ _ . _ -LL i 1 \ Baptist
�- - � Bradt Fa�Road --- i' Pharr ' - - Church, Inc.
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F" - -i 1 e'1 �dI1I %v\ R B i,. Johnson - , \ i , I
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Post
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10'
10'
4' 2"
10'
main.
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- - -
;
strand I
112 m. turnbuckle :
with clips or preformed
wire end grips. 1-1
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;
:
:
:
1
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
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'- __.— ,j Ashley r - \_,'i6I tin. 1 1 1 I r , , / , I __ I m / _` / `\\ \-\ Ilt\ , , \ •\
- - - \, . , Price i %/ - Marietta 1` \ Monett ,°1° i �/ \
Martin
/
{ T_-- 1 a Martin o 1- ,
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�,�, 1 , \ O , , , \ '11tn, iI. arietta William\
Michael " gg�-� -T_��
--�,. Welling )Ii , ; . , JOhnsOn :, I \\ 1; i\\ \\'i l� i ee i \o ' / / .-
-----IfI— \ ' '1 %'``'-.I ' -'' -I I,i , i Sue I I - ---- - - : 1 ,_, '`, I ,i`, \ I , o✓ , 9 /,�.\--
_ L /
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1' — -- ` ` r�Juani{a y StP.VP_n SOn _g5a'- ' ` \ o Settling cells &Ponds -/ 1
{\ �, -- = -= "' will be drained backfilled 1
_ . I 1 Joseph TI ♦-•-•S �1N;, ��'R , l\ t - - - - : 1 ; \ I > ' I ' ----)"',
+ %' , _ - -
�_�---- 1 __ 0. ^_�
/ „ + I'I `,` `,\ - ♦°eo• - _ C� / I�i\vs- ` 11 seeded OL stabilized Mart t i I i I , I' ' rr'
Marietta' ///f
L- q jam--- -- , . % ab `\� '_ - /' , o , ,- _ ' I , I
,: `, -f- - --la' Michael•_-' , ,,.; \'6,� ``, `` _ `------ 9,a___ _ ' o 1; �mI i\ _`. --- i' - �,rF- II II /','\
a I McCabe , ` __ -
- a _ _
l cl \\ o _, ' m °�. � Exlstmg Berms ! ---- - , _ -
r' 'I ', ' I' �--{..5 Maria `'` \\ \ \ I _ - - 1 , / J/ \ • --- .:" ( / / -( 1rl , `, \ - \`\ ,.
L \ o I / -_ o__ 1 -- —mil NIRAE
/ / , err \ __ , \ \` \ i t \\ _ r - I i 1 , ` 1 \ /,
/ 9 I r _ 4»` °�o_ I ! \ Iredell Pro erties
I' Vargas I I1\ I I P
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/ - `b I -_ \\ \ " ,I 11 11 \ i ,` -� 1 i , ; Properties Inc.-" \ /, NIRA
REFER TO PLAW0 6 SQiED11LE
FOR SEEDING INSTRUCTIONS.
as-y la--V WV M1 Wu ru-v W1
TYPICAL BERM CROSS SECTION
SEEDING SCHEDULE FOR ALL 6RA5SED 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 final grades shown, shall be reasonably
smooth and uniform.
4) If na, soil test is taken, provide fertilizer and lime according to seeding
schedule. In addition provide 15 IbJ1000 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 LBJACRE
April I - August 15 Strict lsspedem (scarified) 30
Pensacola Bahlagr'ass 50
Caunwn Btrpuudogress 10
6ermon Millit 10
Prior to May 1 or
after August 15 Rye (brain) 40
Fertilize seedbeds with 3 tons/acre lime and 500 lbs/acre 10-10-10.
Mulch with 2 tons/acre clean straw or hay.
Tack with rapid setting emulsified asphalt at 10 gal./1000 sq.ft., or other
tacking agent approved by Owner.
Refer to Sid. 6.11 in the NC State Erosion Control Design Manual
I _ Randy '' ExLStingBefIIlS \`\ \ �A \1 - - l ■.�.� ,- .4t�.' Proper
i i - ,, I \I Mason 1 I \\\\ \\ \. Q o.0. - I` _ " --__� 1, `, \ ` - '"__
`,
I I"`� - -j �G1_ Ire or \r\ `e '. -_ ' � ... l I I \ m • Martin // � /I
I -_- o Gregory `.\ v/�\'S 1. `\ > _ ere \\ A Marietta ,- N _
% r b I { Jones %<', o j na \ - _ o v M.J. Holland Sub � __ \
�/14 - / 1 i " `\ ° \\ LLC.
11
/ Crew a `: % 111\ \\ ----- �
r / ` Steven \ ,� �o \ `i . I , , ' \ o, ' /'
j \ \ 1 Martin 1 \ ` -
-i/ /\ `♦/ Rho- It \\♦ \ 1 : I i ,' i I. i ■ Morietto \ _i' - \
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' ' I \ / '� , I , I ' I i ' ' I I r Existing Benms ' / _ , -' i Anna \\
i 1 \ - / Francisco \ \ 1 ``\ \\ t I °$ oI n. I ' , i
I I' Gerona \ • `\� \ \ \ o m ' i ' j ' Felker r
I I , 1
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i, / L /� `\ Thomas'-� - \ \ Plant equipment will be ' 'I 1 r / $ '% / IJ - �� \
_� Austin Todd y \ s / _
I
--� _ , ( removed. Plant site will be %( /
t �' ,, _
A / - \ \ \ graded to provide positive / 1 =- _ _ �"''
, 1 I Matthew ''
�.,
`.
Cra%nford ■ �0 4
/ \ " \`, `\\ drainage and stabilized- i ` I � - _ F -
�] \
en `I it ; Martin\\ /ate , , 1 1 I r \ `\% -/t/' - _ ;`./���
to b Marietta \ I .\ --- - - \ \
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ner ` \ I 1 ` o I I g / 1,_ -
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—'- Exlstin Plt well be ' -
1 M rtin t m, I I allowed to fill with water. \ _ � / I I / i I-'___;�/ ---- ' \
Paved road at entrance will remain.
a , _ I M ettd I �` , --' '�e�a Building to remain. `\\` ice" -�.,
- 1 `1-1
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Eric \ , I \ " I o--' - - -- --- -
Keever Martin a v \ `_ \ \ ' ' '``\ \ ..-� _ -
i Warielta ` `I ` ' 1� \ 'II \`I -' `�-'-` t+,w "-� I -' - - - � M.J. Holland Sub
Il O .\ \ I 1 _ _ . _I \ `i `I I `\\ \ w-� ■� �w� - - LLC.
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' O I -I `, - / \\ // 1�-.\I\\\`\\ �' \` , _ __t 1 ``- M.J. Holland Sub V
_ _
' i i `, \\ /,' ---I t ` `\ \ \ / • - <'--2 '\_s _ _�'\_ LLC.
11 �' ■ \`\ lit 'I __ /' -- 'j''�'-+ `, I' / I j1 `I '— /� ___ _ g` _ { ._ _ - _ -'L \ - — — —
' \ Marti^ / o' o /. __ _- - - - - / __ _>' (- J ' ' I I 111 _ - 1 !ra -- - _ _ '-
H �'
v '
1
Marietta / o 0 92 /,-, ` ' I i I - - em_ ---rs� 3 .-- -- ": -
I ' ll ;?o I% / . /, I ; i ` _ �` ' --,-' i 11, - ''. _ - .ego \ - --- -- -__
rJ /; II ''y■■ `, Existing Berms I/ / - ,/' ii ,I/- ', ,i ,' — / / I i '` Ii; �\ l';iar�/ "y'✓-.7p \ .i I.' - __
If -
Ii I `, 'ego o iI i
ate' I _ Plant equipment and �'OD �1 ---' - f = - 1 �. \
I\ (-11 I \ w \ _/ \f/v" // /-/^� r I,' _ _ '_r�. -.yy 1-9`O.� i \ e
/ jl D Buildings will be removed. ��--- / : ; �%y - " 1v__ _ - _ -- - / ) \'
/ ( /' Plant site will be graded to -- I - � ; : _ I \ I -'
/ _ ' I 'i ,� : v-- -- -s Howdy Bryan / I
40 `e / - --- prOVlde pOSltive drainage and ❑ J ��_.-- _ _w /' ' s -r _ �_' '� \ - as 1i` - ; \ _ _ `i _; � ,- C _��"
1
- ' _ _ _
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- �1----Martin t ' 1A ' i-:� 1 �� ( - --b ! _ _ -� `\ - _ _ \I ,\ ,\\
-- - _
Marietta /)I/ 1 I ` - _--- '/ \ `:-i
a ' ` 1 `
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\ ' % �"; � ,
- --
-- 1 6 \_ / -, .ego -- - `/ - - _ __ _... __ i, i�� _ - -
-- ---- o will be drained backfilled _ � 5; -' -- - - _ �-"� __ ' --
m / - - - -
_
e \ \ ,­�-__--,
- - -
- R _ - -_ __ _ - _ --` - --- - _ -
%_ ---� / I o'er seeded OC. stab111Zed - _ - _ - I - -,, - ( - --- - �'' I '%---"ao- .i- i _ .� '.�
\ - "e o- - - .7 - -- - ' - -- _ a �° __ , 1 ; I Superior ` \ _ - =,- -
_ -_
_� a- _ -- _ _ goo i Properties of _ - _ y -�i \ / .
,_I - `.� ' `\ i - -„ / Z=Y ; ' --' _ - - ;� _ _ ----- ' _---_ mo.-___ 1 Iredell LTDP -. _ - _- i = _ - ,
-
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,` _ _� % \, __gp__ - _J 1I r -_93p_ \ `, - I `I _ _ `, `11 INn\: tments, LLC 1 _ _ /'II _ _ I'� \ I `\, i
/�
Northside Industrial s _ - _ - - -"--- AO " - �"
- Properties LLC. - __ _ -
', s •, `` -,♦,\, ,\ ; , I , i / '' - -. - - - - ``\+riaarwfar■�■a mow' - _"._ \ `I ,
_ _ - - ,
- _ --- ; -
I ( , I' - ' 1 -' %/ -' "\` I LWR Properties s '\ / - / 11 �_� � � I
CI i i i I. ' .. .-'� i `� LLC. / / -
- - - CMH Homes Inc. ``
1 , i I , , / "
1
I\ i I I I I /' ,' `I i '�/'(\ LO,-� -. � ,) - _ -_I / I .I I ' ' i if
i i i II ', I __ - I, / ,\ \ �_\ / --_-' International \ ` 1 i - -/J
I I i I - - \ /.-- i �� _/` Paper Co. ; ---' "_-- - -
\ I I / I '\ I I )% / __�_ �' ___-� -- ./ ` !-. -i \\ ,\ \ ' Ir --'-
I I I' I I / / II I I / / _ — ` - / -♦ / , �'� �- �`, \ I ; `� ;,' _- SCALE: 1" = 200'
�- /' - / 1 Mecham Road \, I I ----'' _ 1r� A �" , , ,I r ' ,
I , �� y_ --- 1 i -
I 1 I6-'_ --i, \ _ __ `I - 0 100 200 400 600 8W
--'I-
-
11 A,t
11 !�, 1
�,_,
�I
- .. /
Legend
PERMIT BOUNDARY .......
ADJACENT PROPERTY LINE
BODY OF WATER
EXISTING BERM
RECEIVED
FEB 15 W
LAND QUALITY
NOTES:
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.
4) Pit Development will progress as needed. The extent of the pit shown on this
plan is approximate.
Martin
Marietta
East Division
Carolina West District
Statesville Quarry
Reclamation Plan
Date: 1/20/2022
Scale: 1" - 200'
Design by.
Mining Permit #01-08
Located:Statesville, Iredell County
111
1
palate to Add Property
z/zoz2
No.
Revision
Date;
Drawn by. JN
Site Number:
I
iy , - - - / 1'_- _ 1 Properties LLC. \ i j / `, H:\Greensboro Quarries\Statesville (44312)\Drawing Files\Mine Map\Statesville Mine Map 2022.dwg
" - -
1

Roy Merritt
I. \ , / _- '; I \ \ --- \ Church, Inc. .\ /
Pharr , I M-ar-tIn I \ \
r Resident
Roy
William \� Pharr
' ,
R B Johnson ` `\ \ /\\ I `,� Housing
Jenkins,I/ Assoc, LLC.14
I I r
o" 1vlartin Mcwtln iiiiiiiiiiiiiiiiin`
-' Mgf-ietta
M.ofletta
Martin'
�arfetta _ i \\\ \
�1T swim�\ 1� T MMt >_ =A „ - �A� w� MMw M� M� MM� MMMI saw nimm M�
Martin
Il \\ \\ \\ I// \\\
Mrarietta •
Martin / 7 /vA \\\ `\\\ 1 \\ \ `\;
✓lari -tta Markin
/ / \ \ \ \ ` \ \ \ Diversion Berm (ryp.)
I\AI a r I e' t't Q William I / \ I11 -*Provide Positive
d V mo v
Johnson 1 ' 4 `- y 1V', �, v Drainage into Basin - ,,
,/ / / vv `1�� v /
Air1 I I IIf Or
Diversion Berm #\
Y (IyP) I r 1 I ,
*Provide Positive I �I l I , / ,/
I l ; \ \ I \ I \
I I I \ 0 Drainage into Basin I / 1 \ \� \ \ ( / ► - - I ►
_ Martin' i �-'----\
< !''� ,L, I I \ ® I I \ (� Silt Fence I 1 16.7 Acres ("\ I I I I \ \ \ I 1 I
/ , 'P-1.. , woo
t\ t / ourlet (Typ 1 I 'M a r i elf t a
I I 1I Erosion Control\ 1 /9
'
Erosion Control \ Skimmer Basin# 1
).8\cres Basin #4
-I---==-�
I \ ,
`lam\.
1\
6 Min
..
i
• ••• • 1Min 15
. r
::.
SEUMEW II WrTH ROCKDAM
(r MA%J
MIN 10 6A. '- T I MIN 12112 6A
WIN _ INiERMEDIAIE WIRES
Lim- T -
�r „ -Ir
Sn33. POST
WDEFAI M[
F10MFAIRI[
`\=\r 6pp MLVE
NF ,.MM ANLHMSIORT MIN OFr
N�
STANDARD SILT FENCE
NCSECDM STD. 6.20
_-- �
_-----' ` I �► 1 / / / ) �! \ NIRAE \
-- ,------' /' j'
- - - ---► I( I 11 \ \$ ' 1` ! I \ \ Iredell Properties
---- \ \ \ a \ 1 1 \
-- - - - \ ` \ - \ I J /
--)�\ \\ \\ \) Silt Fence (Typ.) 1 \\\11 `\ \ ; �' --- --^9pp 1 Ir ``� ; `-,, / `\ / Properties Inc. ' ` /'� NIRAE
rtie
- - ---
-
__ _-----,__------ y\:, 1 , \ \ ' / ► t I \ tom'-■-�� `ro e
. I
- i r
, \ \ \ \ \ 1 \k SfltFence _^\ - , -.r \ ♦ ---- I I 11 I o I \q6 m \\ ` ► Print'-
- - - - - - 4 \ \ Silt Fence _ \ - - \ _ \ ttAT s.r s � I v I Y v \ 1 /
\ \\ \\ I I \\\ \ \ � I 'ram-- .��.� 1
Outlet \ \ \ / i 11 `, - - \- - �- - - - ,,' M a r i e t t a
I \ \\ \ \\\,•\l \ 1 1 \,l \ \\ `� \ _ \\ I Diversion Bens 1 \\ Ni 11 \ \ ` T \- /
* (Tyll)
\ Provide Positive
1 t �L I I I 1111 \I 1 `�\\ N. \ \ /� ) , Drainage into BasinN.
\ \ \ \ \ \ \ \ \ / �
\l 11 \\ \\ 1\ 1\ (\\,\ - \_I \ 1 \ \ 1 \/\\� \\ \ i / II
' \ \ \ \' 50' Undisturbedt.,,
\ \ m o. \ \ / I
Stream Buffer \ \ a, \\ �` �\ \\ \\ I , I / 1 I ' VI
9.8 Acres+
1\\ \11/ ��\ �� \ \\ \t I\ I 6.6Acres
Erosion Control
f I i r \ ( \ ` \ \ \ \ \ i\ \\ \ J \\ Diversion Berm \
, V \ \ _ _ \ - \ \ \ \ �yP) I /'' Basin #6
Silt Fence Outlet Detail ( i� s� r/ i; \\\ \ \ \\ *Provide Positive 8 �✓ ,
Drainage into Basin
moor oA1MnrMrlrt� __ _ ) o t\�\ `•\ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ 1 \ - 1 1 1 I
..5.\ Mr ..h.._ �I •« •.=.,w ` p _ _ _ J \ ` \\ \ \ \ \ 1\\\ \ \ `\ \ 1 1 \ Silt Fence (IyP) s 1 I
1 Silt Fenc
11 out Fence (TyP.)
-
` rye 1 i ,
8.6 Acres ;
Martin
50' Undisturbed M a r I e t t a'
I i I L Stream Buffer ; /
I I Diversion Berm (Typ.)
I I I j *Provide Positive
I_,O� Drainage into Basin 1. I
1 vl
a \\ \ \ \ \ \ \ \ 8 /l v
�� m I\ 1 ,l Outlet(Typ.) �I�111
\ 1
\` \ \\ \\ \ \\ �\ \\ %m \ \ \ t I \\ I i / i 1► Erosion Control
\\\\ Basin #%
-89D
--r----Silt Fence flyP)
__
\ \ \ \ \ I I \\ \1 \ 1 \
\ \_ \ \ \ K 1 \ \ 1 I \ - I I\
\ ` / I 11 Erosion Control � - ! \ I I1 � �1 1\
Basin#5
NCSEC Msm6M J \.cr, - ' 1 \]: \ \\ \\ \\ `\ \ 0\ \ \ \ 1 I l 1 \ 1 \ o \ 4 \0 \ 1 _ �/- I Silt Fence
\ `� ; • ram' \ \ '\ \ \ 1 I I \ / \ \ \'' I \ / - /! /I -Outlet (Typ.) i
Sediment Basin Desiea Calculations (N®FNR Std 6.63) Y �t - )1 - \ \ \ ) `\ ) I j I 1 ' 1. \ \ tb \ / ` - - - s �. .. = _ - - - ► ( - /
structure
Drainage
V�oYme
025
at
Btrxn
I M)
Ilabmn
N11NM
spowsy
Depn (6)
sp twey Wok
L-9161a)
Top a Bam
Deplh 1R)
serh
Elfidar.7(00
Banim
Exist N
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
117
43.312
35.7
160
60
4
10
6
13.376
4
3.8
17,482
15.6
1 90
40
5
10
6
5,935
5
9.6
37.485
29.6
161
51
5
10
6
11,859
6
6.0
M435
20.4
110
50
5
10
6
8.509
7
8.6
44.815
35.3
150
65
5
70
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)
s
D�
shomp
Vvolrvee
025
Babn
1s4/11a)
Balkan
Wildw(m
SPIWW
Topa Bsmn
DepthM
6-oft
E-- I
Uri
701,01
ifea
usish 0
ow
iM
skar
SIMMONS`sre.rm
M/i
Lmmg1190
SPOMW
DePti(6)
now 00
Off-IAi
1
15.6
80,825
51.2
175
8D
6
15
7
19,500
5
30
5
4
Notes
• Berm footprints Will be modified m the field to alks, rem for basins to be constructed outside defined stream lbuffa
j >
in Inlet w I Hof BOSIn Outlet
\ O� BRq Rap BakkoiMnxiae
Tap With-2
�•-3'
9a*xxP waft-4'
Class B Rip Rap Baffle Detail
Silt Fence .r
\ J/ ) ^�' _ _ �"'°- - - - _ 1
Outlet (TYP-)
--
Awning Expansion Construction Sequence
1. obtain DEAW2 Alining Permit and all applicable permits for construction
2. Clew only necessary areas to allow far the installation of the approved erosion control measures.
3. Once erosion control measures are installed seed and stabilize the installed erosion control measwins-
4 Clearing and grubbing of work area can begin. Work areas clewed most be within the installed
erosion control meagre drainage areas.
5 Maintenance of erosion control measars(ie. sift fence, diversion structures, check done, sediment
basins, etc.) mast 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 en be directed to the existing at does
not have to have sediment control basins installed. The existing pit is used for treatment of runoff.
7 Once the contributing wens have been stabilized the erosion control measures con be removed and
the areas graded and stabilized.
1
cN<--- --- I'c
­RECEI kD
- - FEB 15 1011
W n I f
LEWD QUALITY
SCALE 10 - inn' MINING PROGRAM
0
50
100
200
300
i

r - - I 7. I m I ( ) ' _.. Z) _- _ ' -\ b 1 I I I \ \ \ \ \ \. \ `$ ` \
Rand
Mason
Existing II,.
It f- I 1 0 — - -- ` vv vv v vv vvv Basin #1
�i� Gregory
--_�_ - JlJ/
Jones
Audra \ 1, I {',\ ,
Crew t„
/�
Steven
Rhodes IN,\ \ r
r_
/ / I A
\�.1
I / / I \ \ \
I , v v vv \ � � Francisca �V v v _
A V I
\\ \ \ ( j a/ /Gaon
/ I / /.'- \ \I \f °vo II /t r I) I f u(( Ji / / '/ / �-) `a - /iy•v �r ,_eo �e /! -� >
/ifJ(
11
1. 4
/—VIThi Oa—s r-Z-\ e
✓•.' �.a.' /.' �/l' - �IA/N
_7 v austin ToA d '
P
{
4 \
2\[
\
e0'
1 l r/r /f(., '" e�/•-�%; - S I t) 1 „Yy,
r r •i'> t
I c; v/
'.\ ,1 \
/ I / �
Matthew '1
�
( I - 4--1 \ - I \ \ ** 1 I I \ >o �/ i r/ ,/ /% l f r.rX{ /`ito \ \•-�r•G
-- —•t \, ^�\ �.., - 1 Cranford \` �� \_ , \ I I , \\ Icbo.. rr i L // // /r.. o ;b>.`
\l II I I ) '9soy/'J;d c i,J /^,. /. {/ Ji 1 i= S�V rg'or�.'"f.'_bio'/^t c,.` (li' 1 I\ {� } rl •-\ 'l \•
\� -, - \ _ - ,� \ \ \ f1v ; I I / ! ♦ / /% r g .-arQ. , k r !tl� / tr c.w p � \ / y
' \' I •ter--- 1 1 \ \ It I I 1 / / , / / / (/ / r .p,'l / ' 1, I jlr. i, \ -/ <n?.�,- yf S �' 1 \ 4 � t \ i
\ � I I \ \ - // / ep - -• r f / .. / ) > 1 r � _ o -r v \ t } 1 y t � 'r n � 7 ^,-•, s l 1
f ( /
bo if j f /1 / //.p •-i /f �ht% '00 + \JI{ l l \\\\\ i^J}:, ll \I 7�\ \\-
\ ,/ \ .\\ \\ \\ , , �/ I I I I 'I 1 / // / -/. ."'
: � } I .•• /
Jean Martin I ( Martin \ \ \' J I I / } 1 r' n / /7 / / /; t f /
J \ \ \ -\ i 1% I I I l i/ // /' o l� r aso J - l c� -660
+ 1' Vol'." " ' I r Marletta/c/ / eso• / �I`/ i s�
/ te�tta , \ , I , 4 x-/ 1
Mar, / \ \ - �
` Jle _ / / / ,/ •` , , �°�-``
Primitiva / - / t / J%
IVlartin I - 1 I I gyp,_ > / / s 5.,.{/ s:. 3 /! ✓,5"',f �'p / Jr /.x _6so,.�
! I I 1 I \� �I \ o 3 / wo f / \ ( ) 2 1
- Anse I \ _ / I I I �JJ / i l ! f rii l Y L
_ I / Marletta I I Mart�n ( I I I t Lr�� f! / g \ �1
j
\
t> -1
M a r i e C
\ I f. I I , I / r i; I i J / r•- �' c Ll s>'' \ 7 r � „
,i ( \ \ \ 0 1 I ■ I '1 �I I ' I ' r
A V 1 I y� v-'• / l` v
/ I 9.3 titre I 1 0 1 \
\ Yvette hliS 8c \ \ jSiItFencegyp.�
-,- 1 5 �vAk\o I/I/4i4-,, o � v d { // J �. Jerry runer `\ 1 I�I I I f \ ` ,' f;�/ �� /^\/ I I4},..lS stl \Mlartin (Typ) �I\ , , I '°�o ..i o <i r/)� f1 11o1Diversion Berm / ' to�1 I lI1 �� , A /A / JOS A A v 1 i I\ , 1 � Provide Positive( Drainage into BasinII \\
\ \\V� \ \ I _ \ � \ \ - I I I I If l ) / / � �..r a f o ,) i I t �w^.�"� " o • a° �"f 1S\~� \1 \
g \ I ■ \ Silt Fence (�t��}}�
31oe
` fsx[ ww•r aww ,t{ '.. I : _ \ _ \\I I / / ��(' 4/ e \ � 1 C ~—' �^ - J20 — - --cr`/ J r; r o . \ \ % I \ •\(
Allsha Brian
1 / , \ I \ I Y ( l i 1 I r{ e • >. °.�:: \., ` z �; a . _ \ \ , \ \ \moo `;y
Martin ;
' II - Dixon Ferry J , \\ ��, t� a\ts'r
_ Marletta \ ' , �� J _ -
EBaR1 v�1r ,,.9.,.•.sm~•m'm 1 i --/ s _ , I Silt Fence �Erosion
l Control m{II mII .
�
<{
/ Outlet ��.) Basin #g -----------
7—
1 1 p\( h / 11 �t, - .
Silt Fence Outlet Detail '4
f \L,
`_ \ \ \ 1 1 0, I 1 I v� \ (^ I \ •I - 41, r
\ \ \ I , \ 9 I , I t l \� r-•� .; a iJ /i;`» �--'�-'�-��t_ \ e> > � o c rr . Jr ✓
Marti
I �� \ \ , I I � ` 11 1, \,� 3 �" •s _`� l `mot _ � _ 4 'r--
Mariett Eric
\\ \\ Mar in \` I \ / 1 1 \\ ,\ )' ` IaF _.r///
1 \ I I \ \" e° \ C \ �J fP \ f pL }'\ J!/ d? G... `//5 \r°k' �' �"`-\.ter,-.-„-�--- \ •�r,i tf \\ Keever \ \ m m I 1 J I , , ` �\ , \ ( \ .)
\ Marietta
,Jf •G 7�✓ ,..�'i-i\n` .I _.
CI Jl ..{1 >�-` \_4�
' ..:•'
J\N\
\ \ 1 1 I I T 1 \ I I J tl}\� '/ ✓//^) J 1 6so_ I
wawa
'aeas,Jn
DrAs
V k.
an
Behan
t.a1911, (N)
W Bue
V&Vl M)
iray sp
Oeptl, (it)
Spw w~
tffoh(N)
Tepal
aeao, (it)
S-ft"
Eff"Mc•(sf)
Bi,:,
Exist ;1
5.2
25.742
21.3
110
50
4
10
6
8,316
Exist p0
7.6
37.720
31.2
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
6.0
26,435
20.4
110
50
5
/0
6
8,501)
7
8.6
44,815
35.3
150
65
5
10
6
13,694
8
9.3000
49,442
362000
170
65
5
15
6
15,066
Stuc§re
0,s,n8e
Meg
Sftre9e
valme
on
BOOM
LOVE, (a)"kMM)
BWan
spin."
nVitim
spftw
Top rBea,
0epi•M)
EiGuaq
(gl
-'Rise
O�Il, M1
Rea
Cn)
SMI„e„a
O,Me1 Cn)
slummy
OrTire (n)
Now
ta,NO PO
1
15.6
80.825
51.2
175
RO
6
15
7
19.500
5
30
5
4
`•a(•\ / /\\e'\ r �`------- — — v( �y •�-c0 M v
_�
r 50' Undisturbed I \ I i 1 / \ \ j ( \y \r ' \c e o e G / m
/ 1' \ I ! I I I I f j ( ( \ r / \e -- <!/ `i�•v i «%c =c J i� _ a i \ I1 -ra•> f b //r Il '
Stream ^ Buffer
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0 50 t00 200 300
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— — r Martin East Division
I iar Marietta Carolina West District
Statesville Quarry
'-� ❑
Erosion Control Plan #2
Date: 2/2/2022 Scale: 1" = 100' "-_ /''�
Design by. 1 i Located: Statesville, Iredell County 2
,: \J Drawn by JN Site Number: