20231116_Mine_Maps

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.�. Hold-down „�.�: �,,,.t�,1 �{15 FOR SEEDREFER OIN6IN11'IN6USpiEDIRE
�\ 7W 9 Sttakrs r> �, y$� , I Ilan. SrEa POST w AD as REFER TO PLANTING SCHEDULE
_ % ./ �•. _:C•xz.l_ r3'UU*R3'D fq2 SEEDING INSIRULTIONS.
l.,a` 251E �11
• •• 'r 60'40' 30'-cr 60'4r 501-0• 151-0' 501-0' 20'-0' 501-0• 1514r 50'-0'
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PIaCE MATERIAL FROM EXCAVATION QJ
I• ` ^r 2! ap ii CI I(� Dowrsmf.stDE of ow.usE AD°IrtaN v z Mn+ N. - fSA 1 ••' • 02 '�'�' �� Inks + ! �-T L e,. � ro 21 �, I PP4f•! h Plastc COMPACTED FILL ���1t,1�/(��/ ��11�� ,J,/.// I r>,� 2X
.....s J/ ') ` Hi 3 i rV I I 2x
% l...I - \\• �O p,� .. Fiow ti� - I - 70 PI7
.�, ''J ..: ,' f Stabilize
il�e TER FABRIC STEEL Posr -��HIGHWAI L �\ y P !I�I I�I I I- O ��_ ?�
•�.. , zA • g 100 - 14 I!-I I I�I f Mr Nm MULCH DIVERSION CHANNEL AND DIKE F�l `li,
•/, !- IMMEDIATELY AFTER CONSTRUCTION OI00$
I• �' dr'•' f
1 �I I'I-� � I1_"A_10 ��h'4h
_L, !_�+- BOULDER BARRICApE APPROPRIATES MIXTURE FRdA 741E
. p . rF 4•min' `~ 7 't VARIES MB SEEDING 5OHEDULF +
n • ". keel section -� ,
:' ._ PLAN VIEW STANDARD TEE-SECTION �aR�>¢ z' rr'++
\. " . .''•. >. V-TRENCH TEMPORARY DIVERSION DITCH
29[9`' BACKFILL MIN.TTTdCK
J �
1iillianro!lemon
IaYER�GRAVEL
TYPICAL BERM CROSS SECTION
'..I"rY I r Slatrnvigr
•, a \a1
2 •-o•
ENERGY D;ISSIPATOR DETAIL STEEL POST
�. i c; FILTER FABRIC I TYPICAL BERM CROSS SECTION
e• r• : + � :lAYsanT Ch i .I - 16 BERM 10'
Y. I / Pipe Outlet to Flat Argo- Pipe Owlet to Well-Def e " ' E ve. SAFETY BENCH Class:B ILp Rop Baffk Dimensions
r 1,. '�J �., _ - N.well-Defined Channel Cnwwel Top Width-2'
T
�-/ �oq. .j I 1-1 ' f 7T/�T�TTTV 7� A Ti d t" n ...I,,.t-�r:-�.... 2./ Bottom Width-B'
633%of
t GaDDsN* •• V11.11V11 I ly A "�
"J ti s" NOT TO SCALE •( CJ _ o:FABRIC AND I -! n A'Y° TOP OF EMBANKMENT
\ .is Viec"rj.
WIRE INTO 71iE TRENCH
�_ 1 ( s 1 I I RISER STRUCTURE
1 I� f ^"" t +S. II 20'TO 100' I wlm. - •
\ 1 tk _ ;+ TRASH RACK FREEBOARD_ =$V VY fVk VBYIYVtiI�s, EMERGENCY SPILLWAY
SILT FENCE Bassin Inlet SKIMMER-1 11 1YI11PL i t �kV VtVVk@ £M
_ _
' A: { t. .'•. I Class B Rip Rap
j 1 ••,....
�,' Baffle ace I V1�VY-w-0V�`VY VVVV" -Y�`pV� ON t
l �,���; T . .. _'I __ every 6 months) �� q MIN u�� �kt�a ct =ua u�aa- ,-
• - 1 rig Y. - i 66%of L-r BARREL
' \ :- `+_4.4
/ ,9• 1 / - - -- I._ `1 Basin Area r t-,�.i t • v // �j/ /��\ ///
„ :�•� ✓-r!r .�,_. "w lllt' t f .-,,... 3_ , n Flier Bhdwt .. _..._.:c DIAGRAM \Y !/\ Y ///`\ j/
,
,;01��
I "- f ; t / ( y,..• ' Marti¢Marl PIT CLASS B STONE PAD / CUT-0OFF o ff, ---., ' � ;..� . . Basin Outlet (4'x4'X 1'MIN.)
ANTIFLOTATION BLOCK SECTIONAL'VIEW TRENCH COLLARP STABILIZED
d o \\ :,r
, - y " , Stornwalt .
' bast '.
'•� J) � �� „R,a � ���, � Martin 2 L1EP OUTLET
[ / ...
..r.�
" , . dR�ER3
`7Pr ''[ r
�ffl0Marietta 7 ��,
:e L Class B Rip Rap Baffle Detail
Mt Island Lake & Derita USGS Quad 1„ - 2000' Martin Marietta° ' / PIPE DRAINAGE Q25 SIZE SLOPE ENERGY 1.NOTES
SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES.
Joe M.BGL1com, , o AREA DISSIPATOR 2.INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
/' 24'CLASS I RIP-RAP 3.INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT I FT.FROM BOTTOM OF BASIN.
AT THE TIME THAT AN ACTIVE FACE Terry R.Gric � / #1 33.28 83.86 48"CMP 0.9% 12"THICK 4.THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT.BETWEEN THE SKIMMER AND COUPLING. NOT TO SCALE
BECOMES A DEAD WALL,INFORMATION /
WILL BE SUPPLIED aJ SUPPORT OF "\ /
THE DETERMINATrON OF FINAL SLOPE FOR �� • f\ / #2 9.5 14.4 18"HOPE 9.0% 4.5'X6'X1.5'CLASS B
UNCONSOLIDATED MATERIAL. Martin `_ , \\ --.
(MAXIMUM SLOPE NOT TO EXCEED 3:1) `
Marietta _____ _- � �\
10• SAFETY BENCH 10• Mil \ _ ---, BOO-- SKIMMER SEDIMENT BASIN WITH RISER
\___ O I
Marietta NCSECDM STD.6.6Il
BENCH FIT.VARIES !George E.Ha'3t1�.� � O - ---
WITH ROCK ELEVATION - i
r�
m
_._ rw�e® r--
APPROXIMATE HEI6FITRAN6E_ M # - ,' I�'�.I „�
o50 ,
® ililllllllll Ill - 19 Lorton,In . �'
Marietta ��s
_ �5 1
------810-_ '" - -I-
�o.
wmTH / i \\- _ - ---- AOK na _e ---- 1.R_. _,. _.��
Martin _\ � _L,_s..�.._.__i.�.� .`,.__
VARIES-APPROXIMATELY Marietta \ •�>«>'.�.">a__�a__
12 of HEr�T OF , v Martin Marietta /'
I FACE ABOVE �
\ WIDTH WIDTH \\\ I ` /I ---- �� Flrst�L, .. -- - ---
I `\ I 0'o / !1vanC P. Herbert T. - - I
Hansel Lee -1 \ i / �I \ nl eneficialj Str d Auten \ �� r•-1 0
MAXIMUM Lutz,II I ,' \ 1 _` o Homes �� - T _
OEM=30o• o0 1\ ` I \\ /� ) / /� �� STING ane \ x
,;,-s \\ ,,-- ------ 'r ,/ I /r / �'.-- D WAY Closest Off-Site (-`I Herbert T.Autin -( F"' >R ,
r --- -------- - 11 \ 1 ` 2° Vivian R. Sunset Road Assoc.11�-T--J ��"
TYPICAL CROSS-SECTION-PIT / /' / � - - I \ I I \\ e Dwelling @ 770 /
r / / ----'� _ / -, I I Nivenn Two,LLC • SEDIMENT BASIN WIITHROCK DAM
I / / , ` I - t I frotm Future Pit Limit Q NC SECDM 663
\\ , ph J.St.Jo � � i /�/r /' _ ' �1 1 I / I `----&° I 1
,\ /' i i l /''- I � /-----_ I\\ // /, \ o _---- t
/ / / - /`-__''` _ 1 I \\ James
_- r -
/ / / o Bhp�� / I \ \ i• Wi
Martin I / , / v '
I ,/ - �\ ,- 1 t / 1 I 1 _ , \ / �,
Marietta 4 11 I I I i i / I� // / / II 1 i / / 1 \\ l / /
----- /, , , r I I I v
�40 1 1 r I , 30---- r / / \
•\ I \I I I I I I // -� /// s"/' /i /,.SRO-\\\ t\� �\ /// ' t ` 810 f
I I II I /, /_ -- �r I✓ Cb i j / `� -----�\ I / o _ �- \ 01j "�SeyMartlh
Julian M. I i �l ; i i ) p i i i /' -- ;' / ,' �° --- ,'- - -__ I _--Rape � Minnie H-
I I / /_f I / g2 / I / / / , , _ X / O
\\ Osborne / I I I lr / / / \ ' / / / ) / I I ---R00----------- -_.-' \ Hamilton
I
/ ' I / , / 1 I 1
/ / I I ` / / / / \ / Roy artin
/ / / I \ AREA WILL BE GRADED SO � / o' y
r" \ / _ ,,-'r , -Z I -41 , �� /' I' _\ I' James VV Rap
\ enneth \ \., I/ i \\ `\ / -UA`T SURFACE RUNOFF" '
'\ \ � / , , 1 / \ I' I I Withrow
Ale ander ,, \ \ / '� \\\ FLOWS T __--' / \ 1 - (,&° , ,/ 10- / r W.E. 7908 I\ \\ t I i W.E. i --_�9
WS O THE P1Ir $ , i1
\ \
\ / " �. �\ g10 I I I ) I , -- 787.1 0---'--r / '�`
/ / \ '-81p / -
�,/ \ - - B>•innI•� - - B>• s - -\ I \\ I\ " I�,'- /i / 810 - 1\ 1\ ,I I t` / Pamelal.
Ruth B_ f L
' \---' / - I ` T �. ...i- B.B. -�. : am'w.�-.I�� -- / ° \ ' W.E. I \I I \, \ Hamilton
Isenhour / Martin I ' // I ` - "' o \ 787.1 \ I / \
Marietta / \I \\ \ go �_ / Rameses Temple#51 '
r
\ -` -800---_� � / i `\ 111111,111111 r \ �� -\ Soso° `, Jessie B.
' \ , \\\ I FUTURE--- ,I + 79 ---- ,------/ \\ i I /' i/ e�`7 V, as \ - McCree
o
`n \' �, PIT LIMIT / 'I --79©- ' - / / O 1�1�°� ' \
' ' / I BJo `\ / \ _ \ - 800� FUTURE , /
o __\\ Martin I 1\\ \I \\\ ,-- // /r '__,% `�\ PIT LIMIT r/ *4 ) i / '1/ � erce�l �'
` Marietta I \ I \ � % / I / I G,ar M'od
r `\ I \ ) \ I \ / i \\ % / i I Weyneg",,Renee VW
/ r
,-, ,F i 1\ 11 1 I i I - _/' I \ /`♦ i \I ,_�. `Serer \Cherry
\ 1 �- -- --__-'
/ \ I I I I I 90- ,\ \ O / ♦%I )\ \\ / I au Ch les . O I--L.
�0'' II 1 \ I / \/ - _ ,'I°ro , I St ith O ussell
--- i I o
` I �I ' 11 ' � m :3 \ fit/ � arietta John Varele-81 \
�\ ` / / o
\ `\ \ I I --- / \ ) /\ / I \ Martin Allen,
11 \\_ \\ \_/ 1/ i I // /' - a ` I I 1 \ I � Marietta _D
- \ // J O \\ \-- i \l00'!24"R�'P Henry� rQN. C�
1 - \ I �/
\ / �o /%� / `\ r I I innon Watt \ ,��x Vvy-
i - \'\ \_� � i / � / I I , I \ r -I >�lartin 1� $�
_. _
\\ �90- _ ( I I /� ago / I I/" I \\ -- !' Martin Mane - -_80
\ -- \ / s 1 I e Marietta Q o----- Leroy L.
\\\ - ---- �J / �° 6° �i0 it �i �\ \ Martin o 11 ra &Wife
Martin \\ - All \ g \ Marietta �_ SILT FENCE UNTIL y
AREA IS STABILIZED
\ \\ �► III \ ,__ \\` / \\ AYI' ,
Marietta \ / / / i \ _
o r
I \\ p\ \ go o I k. i j90", i
\ \ \ \ II �� -\ ,�' ---I / 460 , 4 �° o ,CID \\\\` I ±Ip0718"RCP - /,
\\ I. T _ _ FUTURE "` Q / 1 _-, __,�._..--�"' I � �// ruth
\ \--'` \ \ \\, \// �'� PIT LIMIT v '/ I I i i -,go I\�4'x�0'RIP$R61P-APRON f T gernacle
\, \ - \ 20 ,�'� I / 9'xl0',W4AP-APRON \ 12 CLASS I RIP-RAP I / '�
° !!lurch
\\ \ ` � \ \ / / 18"CLASS II RIP-RAP \ - i `God
\, -9 I� AREA WILL BE GRADED SO I--, 760 470 , ; � / `\ -�9", i i � �
\ \ \\ THAT SURFACE RUNOFF/ \I >s sU0 / Q °o /r I , � - - /
\ - �` #1 ♦ FLOWS TO THE PIT II I ° a \ 530 NP S � 4� -- \\
\ SOt Undisturbed
\ (S) \1,\ I \11 190 \ I PIT P #001 / I Stre�Buffer ,�'%-- I
--
` \, \ \` * ,' Jurisdictional Stream & Wetl cis Ao Sro-� �o / 11 // I _ --_/ i I \ \ `,
e \ COE`JD SAW-2014-0100 r I a D Ss ��25'BUFFl6R ON _��o' ---- I \\\ \I °
I- \
\ `'\ , ♦ O 3,2014I 11 ' i vo) o 40 0 I ,--_7VPTH,SIn OF CREEK «- 78`9 -_«- `\> ,I
I (1) I / -1/ __1 / /�' --_77�1_-- 11
f .. I I \ \ ♦ 1. ,.,\ I I LO s6 /' , f �' / ' I \
-- ,e t I h.\\,, ♦ \ \ 11 I / M n '�� O ' I ' r/ 1 Illlam's
I A 1
John T.Stinson,Sr! .11- I I � � \ ♦ I l` o /' / --------- J ' 11 Memorial
)\ -' 1n I I e I ` \ \ ,/ 73p 69 �i�„� 11 q�/ �l , III o , Presb_
\ / / I Inc.B I ' i' I 1 1 ��'O s i
--,� t f-� 1 I `\ % `\ o o ,' / rope/ Church
I r \ y (� S8o Bo
HwAT / 1
_, 1
William ; A V v O �J/ Q o O �/ Rr. , Porn .I I
C r I I ` \ I'\',\ i 5� god ---I_-_---_
�_'� \ ) / �`{1 I g°o� I
\ t � \ I I
1 I 1 790 \ ° /
Charlie orgie i i ; I � `; % I O \ ` \ \\ 0, �/ I
Has Mae Pharr I I + 3 �\ I 1
I \ I \\ \\ 0
I
O
Bertha artin I I \ vv v � I ,
I I \ \ \ � f
Marietta , /
Va / I I \ \ \ -_ o R
o
Virgin C. `He Stinson
i PR6POSED�I \5 `: � \I - 4 5g0 e { S PRO SCED CELLS
go "
M� Stmson / Br_RM \ � \\ a I ,\ 78o I EXISTING o'
David L. artin ' I - , \ % • ' - 0 / SETTLING °
/ \ �„ \ I 90 � Po1.m I_ Lester L.
o Lockett by Ent.
Rev Marietta I \ �lpti#va,,. �- I�,�- �- =1 \\ \� I '� �° 60o O �' s
t' (( f � \ , i °
Hazeline P. , ,7-pink.A. )1 \ _ `� �1 � /�\`�. I 1 69
HO YOun 11 \ `\ 1�`\��\ 11K�!� If A \ CIO D 0 O STING
Lucina , __ \\ 1��`+�\���\ `,�\�In' \t �,\ \� \ 610 -
L \ \\ \\,\�, t � � \\\ o ° o POND G SETTLING I r Duckett&Wife
Inves ,, I � \\ I 1A 1 � Io2 ��° ° I \tea i
EXl s I I\IG k �\ S '�Ibi xl � U) o PLANT&
Existing ( .: U iz
Mary BERM j\\ Bf�SI'�#' f\ \`i
i 800 �Bo STOCKPILE 12"Culvert CD
McKee „e - I `,v � AREA '� 15"Culvert / °,� p0� � W j
�''• \ ar /1 i \ ,Ill `\ \\ ,\\\ *4 ) ' ' replaces open( / g I
\ / t. \ 0 780 1 � /\Il
/ / I I,! \ \ \ o ° ditch SHO ' Beatties Ford Road
Po\y 00 /I / `\ \\ \ C I 1 >>0 Existing 12" ABOVE GROUND Church of Christ
P. I/ / I - -- \ Culverts I
nutht � � ; � � ,l�; ;, _ - I I \ �\ \ e g' STORAGE TANKS I
11 o Q D
cGru N I I %f t \ \ O 5 770 Steel ,
G I \ // \`\ I 1 ♦ I\ � N \� HOP /
Fred 'ck II \\ / ;.- I I i \\ r Jurl i al W nd5 L, ° ° f` �/
` 1 C \J ,SA 0lip ( I:D760 g H I °
11 1.h ;...- ` _ 3 2d q 0 OYES
Care,Jr: - I \\ \�\�/\,
\ 1 I \ , h 6
I � B DIN ,
� It
' I\ '\ ROCK DAM-_ I LA ° /r fir a i
Ima M -s 50'Undisturbed I\ 'I I cz, N o D D ERSI " ° IN Randy Clark
\ C_- -_-_ \ BASIN R \ Stream/Wetland Bt fer )I \\ I `O -A In 'o OFFI E °
Isabelle A _ -_ \ \ I , 1 EE AI o -.---_--_.--
anda r, �G�� `\ �// \\ `\ \\\ `\\ \\\ i , \\ 6° \ 6 - 630 �I r o °
Chin .- 1' Yfi C - `\ `\ ` \ I I ! 69 Bo / r ° STORAGE O' Martin Marie
t�9G / '\ \ -� ' /
i \ `\ \ \\ I / I , ° 0 - - / W.E. 753.0 ° 0
acqueline \ 1'1 \\ \\ \\ I I I 1 \ 0 (P , ' -` ' \
Varg �' \ \\ \1 \ 't ' / I ! \ 69 - - / / `-_- _°_ 7
\ / \\ \r50'Undisturbed I I \ I I I , ' r AREA 90 1100 John F.Montgomery
\
/ \ I Stream Bl}Iffer 1 I I I I\ \ a 0 , � k I O
iI\ ".i- w \ 'I t I i I ; 'III II ?,-, 700 �Oj° I\�, / IPROPOSED / -} `\ ° 1
\ `\ y, 1 i I I l /I \ I STOCKPILE AREA ' I \
I /
\ \ I / , \ / �'k EXIST NU ' t - >80
r\ �, _, \ I I i \\ --- Ia a�'qr FRESH WATER , o \\`-_ tg
I I I / \ / a \ ° ohn F.Mon ore
\ , I II I / I I I \ 11/ / �- FOND TO BE FILLED o 0 --,-- ,
__ . I I I I \ // / ° o - \\
' \ j I 1 �, I II �_ `---' /%'// ii-- �9°� ° / ' EXISTIN ---� _ -- - \ \), �«
1 I i I 1 \ 1 `\ ,/ / \ OCKP E - O
i \ l 15 t 1 \ I I I I \` _ �\ /,/, // _\ I n i A _ fV
\ \ \ I I I I ♦_\ �` / / / / to G� / «1
J•k \ ) I I I .\ \ I /'/'/ / �`1 1 *� BA, I I
I I - I ) I \\\ ♦ \ / / / / / ' I BOO, 20 ' \\ ' ROCK DAM ��� _ I`\ /` SLS e l
SILT FENCE ' \ , i \ \ ( I r r 1 o m - 7
'\ \\ / / 'I \ 's \\ ♦` \ I I1 \\ o, i a ___.--780-----_ \i
-\ /' / \\ °J \\ `-\ \, \\I\k\\ \\ 81 / 770 ® ° le FUT-U-RESECONDARYPLANT '\ �`\ II
ROCK DAM/SEDIMENT BASIN I I _/ , \\ \ \\ \\` \\ ' � ° o AND STOCKPILE AREA \ ` ' I
`__
I I \ \\ \\ O i ' (� I O
\ \' \\ \\ ,\ \\` `\ ) \\\ \\�� \,\ ;;, 760 r\ STOCKPILE � s e APp� AC S O
> _ J ` ` . " -' / / \ ,�,_,,,, \,/"\, \/,' -- ROAD O
PLANT AREA Progressive Church \1 `\ >o-_ '\\ � `-\ �`� 'ARE WILL BE GRAD D so Q � / AREA :-' ( ) n
of our Lord .\ \ \ \ `�� \`\ \\ \\ 760 -790- a ; I
° AT SURFACE RUNG DUKE RG -
\ \ O \ \ , \ \ \9 d `\ l I
'\ \ -9 \ \\\ CO FLOWS TO PIT o -- \1 1 % /� �/ Charles M.Bey
TEMPORARY DIVERSION -n-»-h-"-"-�-�- ° \ 1 / PO R O Jg -X \ /
, \ \\ C3 ` \\ `\\,\,. ' � T, STA --,\\ °o /,�,n- /' 7 � ' ;� II \\\ `R ,. �// °
BUFFER I-ell \� 1 \\ 1\ \I I \\ \�\I\� l�T RE PIT o ----\\I\\o 1�O/ //, / / / ./ �� , ' t\ J /
/ \,! I \ \1 / / 1 `00 \\�\-_ -�;�-' / i i `_ ,x f y\� \ / ISara A.Pucker.
' \ ` _ / - j /
PERMIT BOUNDARY - - - - - \ P \I 11 \\ \Ik I ,r/i// / \\ `\ %_ /� i // i \ l \ / l
\1\ RM j \h\�/I BASIN"S" 1 / / I \ 1 O l 11 �,3�'/ -- " I r o \ \, \ i' `x %
ERGY / 790"'� /
SETTLING CELLS \ \ , I / ` DUB"" I # ' ' I ` i / ° Terry Hod Windell
/ '� \ S ENT ) / /
-PEA / /_-`\ -
\ I \, ' / ® I ( ` \ POVv'/E �7 \` ` / �'/ �I /' ^ i `-- '----- -,7qo ,, `\% f _ z -
\'G--»_ / �-"�_,, (� I o \\ \\ / o i // I ---780 f -,--
BODY OF WATER � , '!io I / ' � ') � \\ 1 \-- ^ \ \ 11 IN\ 11 �� /' `\ I ` I � I . / - ,+ Ree Mc o
\. �r�-a (� / ` ; I\�\ \ o `\` \\ /// ,% \\ \\ \` �\ , I \\\ t // l ee McCoy
FLOODPLAIN \ 1 PY 1 /'/ \ \ Q, \� y� / /I // \`�1 S c \ °,\ �-'---- `/ °
/ \ \ r� \\ , Jui"i5di�tlOna Urea!!! & tla5p�s \ �/' / \\ �\ Ni 1\ R DAM--77 \\ -,/ / / /
h liss M. I i / \ _ \ `��, \ \\ \\ � / `\''�--«-«-• BA IN"9" ./' Bessie Kinle
CREEK rosb ora ©\ \ \ \ \ \\ \ \\ �% _COE JD SA -20 OS \\ \\ 50(Undisturbe \ - ----- o / ' _ / /y Wllllamg, \ \ \ \ ` \ �� \ i \ \ \ I Steam BllffCr \\ g0 11) ,' /
Phyliss M.,%' JStmie L .. ) \\ `\ \\ % I \ `I / - /� ' G /¢' ochelle ) .Elder
DIRT ROADS i Me ton \ \ \\ �� \ ♦ To \\`\`\ ,' / - / // / 0 °
`, \ /" C `\\ \\ \ \\\ \\\ �7 \�\ \\\\ ♦ i ^ I I l { /// <\ ,' % -' // -----' //// % / it ar01 A. O ley
PAVED ROADS / Carr, \\ \\ \ __ -v\\ \�\\\\ \\ ♦ /1' /I ! / / \ /' t II // '/ '
lghm" Jr. c-_ - ' /
\ \ ♦ _ / /
_ -> \ \ \, ♦ _/ V - ( i-- __ _--_ I I FUTURE SECONDARY PLANT - ( ril K. alker
TREE LINE Hop s \ \ s°\ \ 11 \� tio♦ ,--- ',' ' - - 1 I ' AND STOCKPILE AREA // / o
�/ O \ 1 \ t \ I 0_
CURRENT PIT LIMIT Sar�ci // \\ \\ o I )I \\ ------ - ;'- / /_ - ,,\ \ _= I / \\ �-`\ \\\ \) /` , _ o 4 Sherrell obley
lames w' \` i - / � _, - \\ L \\ \ `` - / ` ,�`V inda K. o n
/ 50''Undis&rbeil) / ,' ,' `_ _ \ �\ \ \ \ '
/ Qr
FUTURE PIT LIMIT John Bobbil \ /' Sttre Buffer i ��i \ `\ \\ \ \\ ------l/ U k O
S\r // -\ \ ) / /'' / i -110 - - \ \ R DAM, I I ,/ �ecl ValereA s
Jetteary� \ \ \ -_ /r ,\� I o N " ��­ BAS Y I M
INDEX CONTOUR / ` ;-,\ // 1 / / -„ � I I /y
0 Heather E. a rs
maN�JOhnsg�i`V ® �,v� \\��`\- �V` I I v__i V i A A / A I o
INTERMEDIATE Matht ---__ \ \\ ,// I___-__ ,\. / I \ \ \ \ - I \ / racy L.Lo
CONTOUR 'hnny -- 1OOYRFEM?t\ `,\ \'/ �� ,f�` /,/ o. __'� \\I _j \ \\\ I '\ / °
John n , FLOQDPLAIN \ \\ \ \1 / // Qo 1 ^'� / o 'I \ a \ I \\ R J alrol M.Say es
MMM OWNED PROPERTY ; eola P./' BOUNDARY \\\ �\\
\yy'\ , / ; \\ \ \`_ \) `\\\ � /`Patters \ \ \ \`\ / o I�T. w Covenan o \\\ II 1\ `\ >9 I 1 tlhony Mc re
FUTURE BERM I ` / � II Bible Wa v v�� v V 0_
of n I ^ l'� u y l v I v v, ROCK DAM ` l f iffan R. n
y I I \i\ I I I Church / r ' _,ice,_. \_� \ \ \ I " \ y
Jones I I I .' so ; `. >190 BASIN AAA' /r
EXISTING BERM Cneeka \ i ' i 1 \,ram ) New Co enant \ \
( ` I 1� I r` �1 �/ iliam R.
How ' � I / / 1 + ; Bible Way 1 I Ma to M. \ \ \
Linda \ o / I ', I I g `\ � I
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Cl 1F - / ,\ho , II / / I I I /I p 11 11 \\ o\ \\ \ ^ Slq�
\ / A r -4 1 i I I i r \ �\ \ \I _� I
Sediment Basin DesignCalculations (MCDENR Std. 6.63 ouise U I I o o y j pliver L. / � � � II ��
\l" ) Alex #ider / I I,. -} _ ) / I '-� 0 \
Mona} ' 'I 3 /' r 1 (Jackson // MagnoliaL/ 0 Oo 3gt eM. \ -h \\` � I \ ° .
awes RR a I I Law �„ `\ �t I A m
DRAINAGE DISTURBED REQUIRED TOP BOTTOM SPILLWAY 7 David`\_ I ' I '�� / Nelson � � �� ` I Haw d&_BASIN DEPTH BAFFLES / 1
AREA AREA STORAGE DIMENSION DIMENSION LENGTH oo r \, i I Ne ovenan ;) I I ' t Balgi / I -", RO D ,/ \ I l
Kam• I" I I \ \ B Way I I t i U `\ � nZ" ./` ,I
D REMOVED OR PIT EXPA SION 2016 �I�11 I I h y N Covenant i Covlen t ` o ell / � I / 1
h' ; // \\ / ' I iute Way , I ible IJA 1\ ° / �' \ \ `\ i `� __f Cl Fu dl 'burke
amual l: t .I Church I Chw�h \ `mil \ \ ,\ '
E REMOVED OR PIT EXPA SION 2016 r Clara fir i I ° / \ n in my ;' Byron I. /' - Adralsl
Mary W .1 Martin
F STABILIZE / u o I ho EdsilI G. ightowe �- _\ / Marietta Bustle ?i Wife
Beam ~' /e Y Martin �`` - '/' '�- EJ Bustle Properties,LL .
G STABILIZE ' ° ° Lane � .-
� Marietta
Patricia ing
H REMOVED OR PIT EXPA SION 2016 /I QQ
Martin Ej Patricia E.Kr
Marietta Exec_Bldg.:'Suite
I REMOVED OR PIT EXP SION 2016 I g•' 2
J STABILIZE
� Iglesia Pen tal
g STABILIZE SETT.EFF Allt W Lirio&De Loll Ualle
M �'
M STABILIZE Skimmer Sediment Basin Design Calculations (NCDENR Std. 6.61)
*Current Proposed Change
N STABILIZE Total Affected
Spillway Settling Top of Class B Rip Category Affected to Affected Acreage
Drainage Storage Bottom Bottom Spillway Weir Top of Berm Efficiency Riser Riser Riser Skimmer Skimmer Rap Apron ! g
O STABILIZE Structure Area Volume Q25 Length(ft) Width(ft) Depth(ft) Len;gth(ft) Depth(ft) (sf) Depth(ft) Dim. Outlet Dim. Outlet (in) Orifice(in) (Lk Wx U) - i• Acreage Acreage
Tailings/Sediment Ponds 17.2 17.2
P STABILIZE 1 10,5 81,200 51.72 200 70 6 120 7 19,800 5 5'x5' 36' 5' 4' 18'x9'x1.5' **Stockpiles 25.96 -25.96
YMCA of Wastepiles 34.25 9.0 43.25
Q REMOVED 2 19.1 78,250 36.E 175 70 6 120 8 15,550 5 5'x5' 36' 5' 4' 18'x9'xl.5' Charlotte Processing Areas/Haul Roads 73.04 40.9 113.94
Mine Excavation 193.81 193.81
R 9.43 AC. 4.73 AC. 8514 cft 4' 260'x 50' 250'x 40' 30' N/A 12570 SF Notes: Other(Unaffected) 246.02 -23.94 222.08
• Calculations are based on Rational Formula Q25=CIA,C=060,I=8.24"/hr. Weir Formula Q=CLH(1.5),C=3.0 H=1.0 Total Affected Acreage 351.26 23.94 368.20
S 3.86 AC. 3.23 AC_ 5814 cft 4' 130'x 40' 120'x 30' 12' N/A 45145 SF • Settling Effi(riencies are based on Q10*435 SF Total Permitted Acreage 590.28 590.28
• Berm footprints will be modified in the field to allow room for basins to be constructed outside defined buffers. *Current effected acreage based on currently approved mine plan.
U 9.96 AC_ 9.96 AC. 35856 cft 4' 200'x 100' 190'x 90' 24' 1 18899 SF **Stockpile acreage is included in other category calculations.
V 9.18 AC. 9.18 AC. 33048 cft 4' 190'XI 95' 180'x 85' 24' 1 17419 SF SEEDING SCHEDULE FOR ALL GRASSED AREAS Temporary Seeding Schedule
W 5.95 AC. 5.95 AC. 21420 cft 4' 155'x 80' 145'x 70' 12' 1 11290 SF SEEDBED PREPARATION NOTES: PLANTING DATE SEED MIX (lb/ac)
Piedmont Grain edeza German Millet
1) Surface water measures are to be installed according to plan. Jan.1-May 1 120 50
X 9.95 AC. 9.95 AC. 35820 cft 4' 200'X 100' 190'x 90' 24' 1 18880 SF May 1--Dec.ug. 5 Martin East Division
2) Areas to be seeded shall be ripped and spread with topsoil(if necessary),3" Aug.15-De30 120
deep. Total seedbed prepared shall be 4"-6"deep. NORTH
Y 9.86 AC. 9.86 AC. 35496 cft 4' 200'x 100' 190'x 90' 24' 1 1870E SF Costal Plain brain deza German Millet
3) Loose rocks,roots,and other obstructions shall be removed from the surface Jan.1-April 15 120 50 Marietta Carolina Region
so as not to interfere with the establishment and maintenance of vegetation. April 15-Aug.15 40
Z 9.37 AC. 9.37 AC. 33732 cft 4' 190'x 95' 180'x 85' 24' 1 17119 SF Surface for final seedbed preparation,at final grades shown,shall be reasonably Aug. 5-Dec.30 120
smooth and uniform. GRAPHIC SCALE
AA 9.85 AC. 9.85 AC. 35460 cft 4' 200'x 100' 190'x 90' 24' 18690 SF Mountains Grain deza German Millet
1 4) If no soil test is taken, provide fertilizer and lime according to seeding May 15-Aug.15 40 200 0 100 200 40������������������������������������������� , Io Boo CHARLOTTE QUARRY
schedule. In addition provide 15 Ib./1000 sq,ft.of super phosphate. Aug.15-Dec.15 120
• CALCULATIONS BASED ON RATIONAL FORMULA: 5) If soil test is taken,provide fertilizer and lime according to the soil test Fertilize seedbeds with 2,000 Ibs/acre lime and 750-1000 lbs/acre 10-10-10. 5 Revised Overburden Berm Expansion 10/26/23 MAP
* Q25=CIA,C=0.60,I=8.02 in/hr,WEIR FORMULA=Q=CLH^1.5,C=3.0,H= 1 report. Soil testing is recommended. Mulch with 2 tons/acre clean straw or hay. MINE 1 l�P
• SETTLING EFFICIENCIES FOR BASINS BASED ON QIo,WHERE C=0.60,I=7.26 in/hr Tack with rapid setting emulsified asphalt at 10 gal./1000 sq.ft.,or other
IN FEET 4 Revised for DEMLR Comments 04/18/19
6) Lime and fertilizer shall be applied uniformly and mixed with the soil during tacking agent approved by Owner. 1 inch = 200 ft.
• SEDIMENT TRAPS&DIVERSION DITCHES WILL BE FIELD ADJUSTED TO CONFORM TO ACTUAL TOPOGRAPHY seedbed preparation. 3 New Settling Pond & Freshwater Pond 02/18/19
• SEDIMENT TRAPS SHOWN IN BLUE ARE PROPOSED&HAVE NOT BEEN INSTALLED **For Permanent Seeding information refer to Std.6.11 in the INC State Date: 12/11/2015 Scale: 1.. = 200'
7) WATER all seeded areas and keep moist until new grass is established. Erosion Control Design Manual. COPYRIGHT© 2015 BY MARTIN MARIETTA 2 Revised for Settling Pond Upgrade 09/05/18
• SEDIMENT TRAPSSHOWNINBLUEHAVEBEENREDESIGNEDTOMEETDECEMBER1,2010CRITERIA Design b bkn, is rwb Mining Permit 60-02 Located: Mecklenburg Count MATERIALS, INC, ALL RIGHTS RESERVED, 1 Revised for Mine Permit Modification 12/11/15 9 y 9 # 9 Y
No. Revision Date: Drawn by rwb Site Number: 44405

Skimmer Basin #1IL
Bottom Elev. - 762.0 �1$0 x 75 ) Skimmer Basin#1 Riser Detail To of Berm / / / _ 1 / — — j 11 J �� ( _ J
_
No Scale Elev. -770.0 / / / / / \ — \���� / ' �— ii��J / — — ` / / / i (n
20 Class B Rip Rap Spillway Elev.- 768.0 / \ \ `
Trash Rack
Top of Berm Elev. — 770.0 w/Anti-Vortex Plate � � � / �✓l/ �� \ \� \ `<�� � \ — - - J— _-_— - � — � _ — - -- — � — __ / �J� �= \� � � — / /
Concrete Riser Information 20' Spillway / ��\� / / — — / J
Top of Riser Elev.-767.0 Elev. -768.0 / /
/ / �-
5 x5 x5 Outside Dimensions Concrete Box
w/anti-flotation pad
Invert Out Elev. — 762.0 Concrete
6"Inlet for 5"Skimmer � -� � \ ���
1 / \
u Elev.-763.0 36" N-12HDPE / / \ —
(Outlet sized for 36 N-12 HOPE Pipe) 40 LF @ 5.0`/0
u " Basin Invert Elev.-762.0 -
6 Inlet for 5 Skimmer Invert Elev. - 763.0 - -
18" Invert Out Elev.- 762.0
Trash Rack Included Anti-Flotation Pad
Outlet Pipe N-12 HOPE
Inv. In - 762.0
Inv. Out - 760.0 < � �7so U,
36" Pipe 40LF@ 5.0% ��ii�// / / = _ r �. , — �� � - -- — J / � — 'Ih0/ - _ _ _ o0
18' Class B Rip Rap Aron Silt Fence Outlet _ ;Stream Buffer w
a
/ / / a'
i
I P P P �/ � / � � - � ` - See Detail Sheet 2 �- %-� � /
Skimmer Information / , Silt Fence \ D , - \ / _ -
5" Skimmer w/4"Orifice / � /j / � � \ \ � �- I � \ � _ Pro OSe —
See Detail Sheet \ - ` � / p
-
Diversion Duch/Berm - - ^
w/Class B Check Dams �- / -- ` - --_ J - .--_� l _ \ - �. , \ �- ` -7
See Detail Sheet 2 ;_ 70
_`� ��-__ _- \ \ � _ �_� /;-- - - _ - � _ , - -760_ 10' Class BRi Ra - � -� '� _ - - _ _�\
/ f ' 1 �(��l ��t\\lil t / J / / / / CN
33s - 770 — / Transitions into the Basin \ '. / )1 _ /
/ / Erosion Control _ _ , \ / _ _ / / s — , \
N X � L — -- Skimmer Basin - -- _
�\� � _ -. -�--� ,� - - - _ � \ \ � _ _ / � \ -- - - � � � -� Silt Fence - - � � _ �
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• 90 i/ill/�/ \\\�� / gyp \ _—����� 71 \� =���� � � � — �� I -�� � / / / — /\ / / \ �90 \ \ \\
Mi ni ng Bu er ' 1 / ,/ � ���/� �,/�,, 1__„����\\ __- c ` / - - - \ - - ` w/Class B Check Dams00
ff // /� i l `%ram// � � \�_ \ \\\` � S 1�� � / i — � � \ ��r\
/ ,\ /�, _, \ / \ See Detail Sheet 2 _
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/� / n� iJ��%r�� �r ///fll I / ,� ��\\t�\\��\\�� j JJJ1 �IIf� 1/ %� / — - \ � �� i / 1 / ( / 1 / — � � _ ���
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Remain and bypass projectPNG
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\ 1 1\ /� //� ��� r /
Property/Permit Limits \\ \ z
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Existin Treeline 1 \ r , — _-- _ ; � Z_
(to remain) , / - = � - - Existing Chain
• _ / 1 - Mining Buffer -� x Q
9 \ 1 �, �` Link Fence, - -- \ � � � ' �—,- � �'� � V °'
Clearing Area 6 0 Acres / -� _
l •� Q
Silt Fence - 11775 LFMU
CD
Mining Expansion Construction Sequence
1. Clear only necessary areas to allow for the installation of the approved erosion control measures. _ � � \ ��� l� \ _ — — f — — — 8
2. Once erosion control measures are installed seed and stabilize the installed erosion control measures. 20 �„--
3. Clearing and grubbing of work area can begin. Work areas cleared must be within the installed �` \ \ —PNG Easement-
erosion eat \ / / / / f i / / /�•••—� \ _ — Sheet Name
erosion control measure drainage areas. 1D E m
4. Construct new section of berm.
p g p � w� f ._ _ •—=-r-- — L ---�.—r — — "'.__' � � ��-� � — _-—"--"" —= - --- ... = � � // f'" � -- _ � S 8c E C PLAN
171
JA
positive drainage patterns for runoff from new constructed roadway. �\ ,� / � � / SCALE : 1 = 60
5. Maintenance of erosion control measures (ie. silt fence, diversion structures, check dams,sediment 1 \ -_ — _ — - — �� — —
basins, etc.) must be completed at regular intervals. Accumulated sediment in the installed
basins/silt fence outlets must be removed when the storage volume is half-full. f _ Hill Mine Road \ Sheet No.
6. Prepare open graded areas for seeding and stabilization. /' — — — — — — — Capps H M n Oa 0 30 60 120 1so\ \ 1 of 2

z
0
SEEDING SCHEDULE FOR ALL GRASSED AREAS Cn
i
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SEEDBED PREPARATION NOTES: w
Q
#57 WASHED STONE
1) Surface water measures are to be installed according to plan. o
PLACE MATERIAL FROM EXCAVATION ON NOTE f ,�
DOWNHILL SIDE OF FLOW.USE ADDITIONAL 2'MIN SILT FENCE FABRIC TO OVERLAP
2) Areas to be seeded shall be ripped and spread with topsoil (if necessary),3
FILL TO ACHIEVE SPECIFIED HEIGHT AND WIDTH. HARDWARE CLOTH BY 12 INCHES Class B Rip Rap Baffle Dimensions Top Width-2' deep. Total seedbed prepared shall be 4'1 deep.
_ STEEL FENCE POST Height-3'
III—)I I—III—I I �'�, — — Bottom Width-8' 3) Loose rocks,roots,and other obstructions shall be removed from the surface
Z r+_ '� WIRE FENCE SILT FENCE FABRIC. , '4RE CLOTM 'sTEEL FENCE Posr- - -- _ a -- - so as not to interfere with the establishment and maintenance of vegetation.
FLOW ,L1 —III—III—III—III—I I + oN WIRE FENCE
_ _ _ — _ 33/a of
' -III—III— HARDWARE CLOTH ON w1RE FENCE' -- be preparation, t f grades shown,shall b $_ — Basin Area Surface for final seedbed preps n,n final gra a own,s a e reasonably
#57 WASHED STONE PLAN VIEW _ _ - -- i-- smooth and un form.
I F 6'TYPICAL FLOW DIRECTION '$- — 4) If no soil test is taken, provide fertilizer and lime according to seeding
-----
GRADE STEEL FENCE POST SET schedule. In addition provide 15 Ib./1000 s ft.of super phosphate.
VARIES - HARDWARE CLOTH MAXIMUM 2 FEET APART Inlet
}' - - - -- -� --= ---- q' p p p
3'MIN SEED AND MULCH DIVERSION CHANNEL AND DIKE - 6- WIRE FENCE Basin n InI et IMMEDIATELY AFTER CONSTRUCTION-CHOOSE
APPROPRIATE SEEDING MIXTURE FROM THE - _ _ Class B Rip Rap 5) If soil test is taken,provide fertilizer and lime according to the soil test
SEEDING SCHEDULE. SIDE VIEW -- - - -
Baffle(Replace report. Soil testing is recommended.
TEMPORARY DIVERSION DITCH
slLr FENCE Ill I III \ _ _ - every 6 months)
--
FAB. +i m - -
NCSECOM STD.6.20 III OVERLAP I ovv�AP III -.-_-- 66%of - 6) Lime and fertilizer shall be applied uniformly and mixed with the soil during
I IN �❑ / z
Ili INCHES - -- -
Basin Area - _ _ seedbed preparation.
Cn
GRADE iii �I� i - - - - -
I Ieli_ �iei l�l' - -
IHINl: 0- — -- 7) WATER all seeded areas and keep moist until new grass is established. o
W
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LOTE- ;y
Basin Outlet
0
BURY WIRE FENCE, HARDWARE CLOTH01W
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO }
THE TRENCH Temporary Seeding Schedule m
(8'MAX.)
w
jErE� PLANTING DATE SEED MIX (lb/ac)
SILT FENCE OUTLET DETAIL Piedmont Rye Grain Les edeza German Millet
MIN 10 GA. MIN.12 1/2 GA. y p
LINE WIRE INTERMEDIATE WIRES Class B Rip Rap Baffle Detail Jan. 1- May 1 120 50
May 1 - Aug. 15 40
Aug. 15 - Dec. 30 120
Costal Plain Rye Grain Lespedeza German Millet
Jan. 1 - April 15 120 50
Aug. 15 - Dec. 30 120 r0
o April 15 - Aug. 15 40
STEEL POST -" }
TOP OF EMBANKMENT Q m m
WIRE FABRIC RISER STRUCTURE T Mountains Rye Grain Lespedezo German Millet
..._ May 15 - Aug. 15 40 z w
.q�.,_ _ Aug. 15 - Dec. 15 120 LI i
FILTER FABRIC TRASH RACK/' FflEEBOARLI-t hnN_ �hTi� :=kk=-Gu-� � EMERGENCY SPILLWAY ~ � W
r"+ Y Mm. YllcNl �k9#sill V1= z
SKIMMER--� ��11 YII-�- h ����j'=� ak'Aj7�Y s . .
Oil!
Y'JIQ<dN YG ��4e ktill dH ze,y Q
u uu xu �a us-uu u=fix �u pu-11d Fertilize seedbeds with 2,000 Ibs/acre lime and 750-1000 Ibs/acre 10-10-10. m
m �� —I�¢� BARREL Mulch with 2 tons/acre clean straw or hay.
1 I PIPE Tack with rapid setting emulsified asphalt at 10 gal./1000 sq.ft.,or other
O
IRE
-�Nri tacking agent approved by Owner.mGROUND LINE CLASS B STONE PAD `
(4'X 4'X 1'MIN-j I-, 1 CUT-OFF ANTI-SEEP
ANTIFLOTATIONBLOCK SECTIONAL VIEW L STABILIZED ** E
TRENCH COLLAR For Permanent Seedin g information refer to Std. 6.11 in the NC State �; o
N 2'DEEP
OUTLET Erosion Control Design Manual. N "
F o 4"MIN. ANCHOR SKIRT MIN.OF 8" O O_ DO
_ Cn N
NOTES > U
1_SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. 0 O m Z
STANDARD SILT FENCE 2.INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65.
NCSECDM STD.6,20 3.INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT.FROM BOTTOM OF BASIN. C)
4.THE ARM Pi PE SHALL HAVE A MINIMUM LENGTH OF 6 FT.BETWEEN THE SKIMMER AND COUPLING. NOT TO'=.i. LE p 0 0 0 O
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SKIMMER SEDIMENT BASIN WITH RISER o
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