20241031_Mine_Maps

TORALEIGH, MONCURE HAW RIVER _
PROPOSED ✓ ....._.-.-,-
SKIMMER AND t 1 -
NOTE:MAINTAIN,MIN:25'WIDEN
-� PRIMARY OUTLET ,, Power Pole/Tower Buffer
APPROX.PROPERTY LINE PROPosED,%
, SKIMMER AND UNDISTUI IBED BUFFER ALONG Parcel:0005942
." ' 'PRIMARY[]uaET `t - PROPERTY LINES - + VINFAS'r MANUFACTURING US LLC,
`._. PROPOSED, i PROPOSED% ~
SR-101 1/ r ropgr f;Lingranll- -�„".�. �•-•-� - 214 N TRYON ST SUITE 37(Hl `,n -
35.60720$1 079.01$1628° SECONDARY `: Y.- J PROPOSED GARY 1 PROPOSED �� /1
PROPOSED SPILLWAY •q•�%' """` SECONDARY SKIMME[i AND '� CHARLOTTE,NC 28202-2671 '
\ 1Y7311e-POrnllt LL1Ttlt3 7. : Jf SPILLWAY %.SPILLWAY.._` PRIMARIOUTLET l'/ / SKIMMER AND \ \\l •! TLAND E -
G,/ PRIMARY OUTLET \ ' " f -
us_7/ ----, --_ . _ y - 0`.'12 ACRES ✓` - wEtLA D F 35.15070605°,-079.0056448'
ACRES -
,t PROPOSED�- ♦ `]•. 5�- , __•----- -- .Z ,/ -----
SITE
' I NTS
, ,.�� 'SECONDARY �� �=^ ,� �♦. () - � PROPOSED, r 50,/ _ _ ____ -
- _. r SPILLWAY .♦ .BASIN#7 f^ 7. PROP EDBASW
.- ..+' ° : / ♦ -;: ADE TOWARDS I� •' , / _.,J :.:! /-p `, -r{5 ✓,/ O� ,i �_ .--' {
-
{ -JJ _ \.� ♦ : ONTOFBi1SINS
DEEP RIVER ,... :.' , // -.*@. { �., ,% !:/ I ,,1.. � t,�; e � ;,.J ;. •,.:'`r'" ..'.- ..>�,._ ,.>\* �, I I
TO SANFORD - � -' - ,�'. - � tC.. ._..y` ,.r.. 1
ROPSED Ao R -,..' sEcoNnA�iv ♦{. / r:- - ...,>4rLi_-t��
♦ DCy SI`• T EP.oivT: c"�.-_.'S1?.'.'iLLl4AV,i' ♦\ /,, J. ti ;
/ �" ', -,,�,"'' wE � _�,• � oWA � _ BASIN#f,
v Li 1
PROPOSED BJjStN#5A - _ - PRO SEO /
�.. ____ _ SKIMMflAND/
GRADE TOWARDS /� 50r_ ,`_ -- _; rt ....d ' ..�._/ , /„ _ -___ PRIMARY Ol1TLE7 ,,..,J•
PROPOSED, i ' f _ i ,./�"/ \\\,, 'SKIMMERAN GRADE TOWARDS ^.., ,.. , 'i ` ' • ; G v ,, .,. / FRONTOF `GIN ` ,..�
D / "FRONT OF BASIN , `, �_ i ;: � • r , , . , !, / ..` -
;' :. `. PRIMARY OUTLET 'J/ �: } ,�. , -:.: , • , J', , , J � , �,�f /%�%' �t PROPOSED �...
/ . - - W .. D,�i 1 .� [ � „. � J ,=� PROPoseo
SR-1916 ':: - .: z.:.. __ /1• ! ! '-
rriirr L
1 0. ,AI P'-�,. ,.... ,, , ` l ` ,, I �-,- - , , SKIMMER AN
--__--1 PROPOSED BASIN#8 K r
--SR-11�2_4 i i' PROPOSED -
, 1/ ,, ,` ; 1 `.1` ' �f , t PRIMARY OITET 'ACR�S
SECONDARY I i
SPILLWAY
,
SO J
;
CAPE FEAR-RIVER,
r
_ / , . J ,... : „ ; . „ , , ! - '_. •. NO1:�:ALLPROPOSED DIVERS ION BERMS TO BE 3 FT.HIGHZ` PROPOSEb/.
NOTE:MAINTAIN MIN.25 WIDE ?. ? / ♦ r ? t
- , ,r '--' - : ` f ` e : , ' : j ,.... j „�' "+. EXCEPTATRASIN EMBANKMENTS.SEE SHEET 5 FOR HEIGHTS SILT FENCE �� - 1- UNDISTURBED BUFFER ALONG I ? I d Undisturbed Buff erl Undisturbed Buffer
"' J - ` , ",°, • , ,.- ) ``" OF THE BERMS AT THE BASINLOCATIONS.
PROPERTY LINES '': � ---- _ -- ---
ROP9SED BASIN#9 ;
$'
` ,. - 1 ?�% 1. urea power s,� � Note:Ens cress to po lines can be obtained by Progress Energy
t o 35.6051699 Z9. Note:No excavation is proposed within the 100'Pro ress Energy Easement
RA l_R Alt ®21.31 _ lu P P g gY
/ PROPOSED BASIN lf2` '
�- �, �_, �. -�---' .: •�- ',---_ :A, ---- --- ---- ,-� t: i STREAM�G1 �
' .'
s -.- • , _+_�7 '`' . l,vJ j V. ♦ , q GRADE TOWARDS �i✓ .J ,:137 LF
•:YO '.��.. \ ,, - ___`•___ FR rOF BASIN-
f 1 {
... sTR€Alw'+#9 $p g
5.60484
T , ' ; :x:•._-...,i PROPOSED .,� S ',:.� „♦ - SEC•gbARY' 1 1�
NOT-TO-SCALE /' ♦ ._ /ri r.. 123 LF PED .P.
♦ , .< , , ., , ,.a-, x : SkT FENCE ' ',
R -
3
I'IWY42 �,/ •',.f` .-.._. ., ♦�.. ;" ''. - -' ; ,/ '- PRZ71'C3S�1�_ SIN �.. -.-'_- ♦: '-; �' 1
._,y �`. •,;, _. fi ,..a6&_ �;_ � PROPOSED-
�, ` •_-` '��' \ ', ♦♦ ,r (Y a r ;, L .%
_ , SKIMMER AND
�. r- SPKR�MMo RA N)?ROPOSED ADDITIO -,\ PRIMARY OUTLET
T
P POSED BASIN#11
e ,
�,- { J- 1 J PRI(1ARY0 r I
TQ AFFECTED/BONGED : REA �, v
f J CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED
SECO DARV
;r : e •,.. ,. ♦,„ ' � i / `,. a�, FRONT O BASIN t ' ! `/ ,'\_� j
(117 ACRG7) , �� - � 1
d '
.. -J
NOTE.MAINTAIN MIN:25 IDE `, ,. ,, ✓ ., , 1.r..f ,.... \, sPILLwA:.
ER . `, t. ; y .. Tailings/Sediment s/Sediment Ponds ACREAGE
UNDISTURBED BUFF ALONG - r r / / 9 ACREAGE 4 as AFFECTED 7 as 2
PROPERTY LINES `,`, t 'POSED
v _
:: A .., - ", �. '`• -_ _:` `•..�... �-y_ \ :NOTE.NO DISTURBA �E Parcel:0005842 .
♦ r r ;SKIMMER ND NOTE.SEE SHEET 3 FOR BAFFLE SPACING Rk
`..., ON THIS SIDE OF STF�AM VRVFAST MANUFACTURING u,C, Stockpiles� P 5.00 0.00 5.00
", ". �.y : •, �. - .._. , 214NTRYON ST SUITE 37
__::.. ,,,•' f FOR PROPOSED BASINS 4 THI�Oi7C,H 72 �/ �� S � I y -#
":50 '' -` r �^F OAOSE _BPl�il1V' I \ CHARLOTTE,NC 28202-267
PROPOSED BASIN#10 �'`. 50 ✓, ♦ 7 _L1 PRIMAttvou' - } Waste piles f III p 0.00 O.Oa 0.00
VICINITY MAP OP ;,� ,: PROPosEn/" LIMITS OF WATERSHED/DRAINAGE yd`
SKIMMEIOAND , O ♦ J PCCWAv: FOR BASIN#12(SEE CALCULATIONS'
= ' P4UARYOUTnET . Processing Areas/Haul Roads
{� � .,_. I % FOR DETAILS) ♦ ;i .
y
o ao 10 00
t i 1 ,�,' ! 1 i - P.P. - r^ NOTE:APPROX i:dz4 LINEAR FT
275 PROP 1 a L~ i /„ t / HAUL ROAD FOR NEW MINE AREFk OFPITERMITTENrsTREAM a r;', I; Mine EXCaVatlOrkr 115�oo' 110.00 225-00
SECONDARYI I 1: ', �:: r,:..� SPILLWAY`, , �.:.
Legend
_ ',
g
her(Please explain)
r ;... ,::• ,> , ,'r, � I FLOW PATI-I;ROR PROPOSED B�.1SIN#12
1 i_ a Otal Affected Acrea a 144.00 117.00
(SEE CALCULATIONS FOR DETAILS)
Intermittent Stream
EXISTING
,. .` NOTE:NO E OVATION PRO}��ED WITHIN"" `* / �' '„ REA i � p„ � I.I
' 9 261 00
100'PR GRESS ENE�IG`f EASEMENT _ "I N E,A i I Total Permitted Acreage 34$.00i 0.00 348.
_ - Ephemeral Stream ♦ \ - P.P. i' I
:
f ; NOTV MAINTAIN MIN.
PrioPOSED! UNDISTURBED BUFFER ALONG
e
----------- 50'Undisturbed Buffers for Ephemeral Streams Intermittent Streams and Wetlands \ , i ! { ;,<: '<- siLrFENOE PROGRESS ENERGY EASEMENT : r 1 { f
P ' r} PROPOSED I r N
PROPOSED BASIN#12
T(i i BASIN Q
.• � (;, ; : r , .�;' -' r y ......._ `' ///� �"
�.• Ditchl ,
}�
es -. ti f t ; - -
s .' NGTE:AP RO .MNEARF. TABLE OF ON SITE WETLANDS AND STREAMS AT EXISTING MINE AREA
j,''% q ~'L,• _ OF INTEfliMITTEM STREAM. 6_J {
:-. I� /
Topographic Lines with Designated Elevation 1 /%. Isolated Wetlands 520 sf to be excavated as mining progresses)
P Fropgty Llne and , �/ ( 9 p g )
•-: SED excavated mining
/ MII3e P t Limits _ ti ,
Isolated Pond 1,505 sf (to be a ca ated as g
- - - - - - r SKI
p�-����� ......... i MMER AND?
�•n.?.i Fi. :� �' -. -.. .. BPS,.... : r! PRIMARY OU S
Current Affected/Bonded Area Life of Mine Disturbance : / GRADeTowAROs .. T[eT i • / _
( ) FAGNTOFBA -- ems_,:_.__ ,.,, ♦ Other Wetlands 3,792 sf+ 12,1�3 sf- 15,915 sf(No disturbance within 50 ft.)
1 1 t
_______________. _: � ;. { -' - r _ 5o undl t e r• Intermittent Streams 198 +79 + 1024 1 301 Linear feet No disturbance within 50 ft.
Proposed Addition To Affected/Bonded Area(Life of Mine Disturbance) ? , ,� , .. ;, ,, ,. ..,, , ��''`�,,_.. , ,- DPI. � J s urbed uffe , ( )
,
/ r m
•v r f „ /'•.ter,ld{ ROP SED
Y :� -..,` :`7 E.XlSTING �.1 ,S<0 ' PROPOSE ' R
- - - - - - - Adjacent Property Lines „ / / S ; ✓. f POSED, e _\ 50 SKIMf.� n,aD
J P Y r 'r ' EPt SEcoPbARv
�' ram, - so
- �''` _ �BASINP 234,�` sPlu ,'PRIMtj,VDLfrLET P
/ wnv
, , rti
MINE AREA
::�.,� r ,,;/ r;,--•. ✓`. .,
Property Lines&Per Limits ' /,
E, / I TABLE OF ON SITE WETLANDS AND STREAMS AT PROPOSED MINE AREA NORTH OF PROGRESS ENERGY EASEMENT)
J. __.. - I
...SKIMMER AND i ,. PROPOSED. ( Parce1.0089609-
j , ;" PPoMARV OUTLE _..�.�
SKIMMER AND
•�,-„-�. _ Soil Berm i-: j : 1 /// : NOTE:APPROx 59TSFOFWETLAND-"..'-•"+`.~^ !:i! .G`O. /%<,,; {•, , �'`-..,,, - TAYLOR,COLON RIJ$SELL
To BE 1 I / - '+-PRIMANVOUTLET ` -I 4783LOWERRIVERRD Isolated Wetlands 0 sf
T -� �\ \_SANFORD,NC 27330-3172
_- -._ Isolated Pond 0 sf
Ditch In �QQ.^ 1 I _ -. ,
_ r ..,,Yam.. - .l �. .: S��AYR ``}
Other Wetlands 347,042 sf (No disturbance within 50 ft.)
Wetlands PROPoseo_ ` \ x5 i
0 y SEGONDAR y ////y/ GRgD PeoPosEo cG14n Russell Jr$�olaTay'�Lt Intermittent Streams 123 + 137 =2ti0 Linear feet No disturbance within 50 ft.SPILLWAY I k. i. k.. , ( )
PAr2P9StD F ARoseAswo BASIN G 17?5l',Moncure Flatwood Rd
/ `: rr iI hSILT FENCE 1 t; f ,.' r `., f..:_: ldon&ifi -N.0 27559
,, NOTE:APPROX12,123SFW
Existing Woodline 35.59987Q1°;-.07!9.0183854� / I
PROPOSED .,,-}fi9• I�KJTE:APPROX 1,5955E POND 7A'BE EXCAVATED i. NO DISTURBANCE HINWFT. WSW
P'
l ', t'Z,, SECONDARY ,...� AS MINING PROGRESSES ;!: ''[ y ♦;' /
,
Proposed Temporary Silt Fence :: j�. ,. SPILLWAY
.., Iw /�
r
• •., :__.,,�� / '- : � '`�;i�.. ,_..,BAf�r"r.-:_�=�',a- "'•� ��. ,;,�. '\_- .. E XIST+NG
\ PMaOrcNlC:0067946
PRExistin Power Poles 1�Q ED MA,OOF LISAC
T27,P.P. b MIkE AREA SW 1835 MONCURE F L55A9T9W7OI8O D-RD
0 CONSTRUCTION
_ __--.- SEQUENCE
Z 8cavate Uffe1•
._..---_ J PROPOSED
SKIMMER AND NOTTE APPRb63p SFWETIAND$ 0 1.Before mining begins, install the temporary diversion berms/ ilt fence and construct
/X �. I 9 9 s, sta s co u
' >i-. •;,; ,i PRIMARY OUTLET .. s;:i ?.� 'NO D1sTURBr�nIceWRHIN so Fr. G `t
Limits of Watersheds/Drainage e Areas for Basins / /
g - - {� =<. 1 the proposed sediment basins. Prior to construction of the basins install silt fence and
-` PR �i John&Rosfe Smith
ol7osaD !` i 17s1 IVIDnGnre FtatwDDd Rd stone outlets down-slope f the basins. Install he stone outlets t the outlet i locations
F = BASIN N '�_, WSw \, s p o s s t ou e a a et pipe
Moncure,NC 27559
/ z for the proposed basins. Remove silt fence after basins have been constructed and
.Q Stockpile Are vegetation has been established on berms.Clear only as much land as necessary
..(•, , f, O PROPOSED.
Flow Paths for Time of Concentration
________--------- ,. w � - to install the erosion control measures.
sue`••, g��°wA`vRY
�o _�r
1 nr i0'
Donald Brown
'' PROPOSED , \ 1715 Moncure Flatwood Rd
WSW Q `, So- 20 BKMMEBAND 2. Begin clearing,grubbing, and soil excavation. Extend diversion berms as needed to
< I PRIMARYOUTLE/ Moncure,NC 27559 - g g,g g,
Water Supply Wells -.-._ . / - -
PP Y °k n�
� PROPOSE
°gym capture uplsope disturbance. Stabilize site areas as excavation is completed.
BASIN M
. Os D. ai� �J / �f• ,•
B <,:.G
' OFINNOTE:"PPROX ITTENT STLINREAM 3. Reve etate as per the vegetation schedule. Diversion berms shall be stabilized
1Stockpile
- •" - , OF INTERMITTENT STREAM g
StockpileAre
within 7 days of
1 Ekisting Culver[.,
P'ROPOSED
" asconstruction.
",Y J ` `. y...- o PRIMARY 6VT EDT I +r
PEDkDAR I , TammyLynnsrDwli Note: Prior to land disturbalnce, locate and establish 50' stream and wetlands buffers.
Pum S Ecoo-lDAaY 1628 Moncure Flatwood Rd
SPI�LWAY ' E4 .Moncure,NC27559 No disturbance shall occur within the 50' buffers. The 50' buffers shall be provided
Culvert
/ l
Parcel:0061577 I ;, ' as y / / L_ --- - - - - for both intermittent and ephemeral streams.
GREEN MEADOW LLC
PRO P.O.S.EV SILT
O12601 PLANTSIDE DRE2FISTING
LOUISVILLE,KY 40299 ; --
:o IVIfNE AREA a r'f Note: See Sheet 5 for Bastin Details, Outlet Protection, and other
/ I
Erosion Control Details. Skimmers shall be Faircloth
36"RCP
NCDOT Class B Po ra *' Invert out 207: - -
GENERAL PROJECT DISCUSSION 78'LOng 48 fiCP L=78' J
(1B'Lx9�Wx22°Thick, 1 BonDmtivtdtr-,o ,nvertin213,OD ,Fi; / I manufactured. See Sheet 5 for skimmer information
S Gate l �; f
Existln ;.;, Invert out . jjh
= g .. • 9 -- , , t` including size flow rates and Installation/maintenance
Top of Berm 216.00 •: - , _.:
The Brickhaven Mine #2 Tract B Permit No. 19-08 located in Chatham County, North
( ) y (Min.,D'Wide) .Basin C� ��es%o ,�.. -�. t. � � specifications.
'-Riser Outlet Structure - / -
i 5'x'5 S i Precast Cona '•O7/Ch r
Carolina, contains 348 acres of permitted land. Currently, the permitted allowable - - - TDpGf�iser=2e ast w.
(8)5"Skimmers,208.50'
Existing 24 RGP
affected acreage is 144 acres. It is proposed to add an additional 117 acres of affected 4;R P L 85
Core Baffle-
acrea acreage, atotal of 261 acres of allowable affected acreage
This additional acreage is - �,lnvert n2,3.00' / >/ 1, Ground Stabilization*
9 g g ,Ynuetl out 2t2,00 /
1 FQiebay WelrSpolway Mille Area Stabilization Stabilization Tinie
' � L=30' � � , :_ � Diversion Ditch
located within the mining permit limits, and no change to the total permitted area Is NCDOT Class B Riprap Des,criition Time Frame FrameExceitions
t 211.00'Inver Grade Area to Flow in Direction of Arrows • Perinnuler(likes,
Invert
proposed. Op 2,6.00' Shed r:�221.00
' /? swales,ditches 7 days None
(fore
// • Hight QLIdIny
Mining will continue as permitted in the existing mine area, south of the Progress Energy See Sheet 2 For �� // Water(ilQW) 7days None
Note:Area of former-Basin J Zones
Easement. Erosion control for the proposed new mining area will consist of twelve (12) new Basin K Details \, ,� r
to be seeded as per vegetation pia n If slopes are 10'or
\ ? y' / • Slopes steeper 7 days less in length and are
sediment basins (Basins 1 through 12. Earthen berms will be constructed to divert Diversion Ditch \
than:3:1 not steeper than 2:1,
!'® 14 days are allowed,
stormwater runoff to these basins. s>ngxDad
r - - - - - _,.- -- -- -- - -- - - -- =".�-_,,.- -- - - - ?7 Slopes3:lor I1
? � 'J 7 days tot slopes
e�� � days greater than SU lect
y� Gate flancr
After miningactivities are complete, lakes will be formed, with exposed round above the ' � 2 �`� i length
r� .� J G�\� • All other are as None
p p 9 I DUKE"ENE,I�GY PROGRESS LLC S o
/ Po sox 379,E
' (except ror
water table sloped towards the lakes at a maxiimum slope of 2:1 (H:V). I I , . CHARLOTTE,NC282377996 t, 9� wnhslopcsflatter 14days
50 Unexcavateld Buffer / / \ than 4:1 perimeters and
,: JP� HQW Zones)
• Q Y approved by the permitting authority
1 ��� based on weaffict ur�uawr site pecitic conditions that make compliance
Some of the haul roads will remain in-place to include from SR-1924 to the current
impracticabdL. (Section I1.11(2pb))
stockpile areas. The ditches for these roadways (if present) are presently grassed and
stable. The buildings or sheds will be removed. The 5'x5' riser structure and outlet Note: All affected area boundaries shall be permanently marked at the site on 100-foot intervals unless the line of sight allows for larger spacing intervals.
pipe will remain at existing Basin K.
Note: Existing vegetation or vegetated earthen berms shall be maintained between the mine and public thoroughfares to screen the operation from the public.
ENGINEERING & ENVIRONMENTAL DATE:
2 C SCIENCE COMPANY 10/29/2024
j 3008 Anderson Drive Suite 102 DRAWN:
Raleigh, NC 27609
[phone] JKJ
10/29/24 General Property Layout REVISED:
Note: Sediment basins and other erosion control devices F " "%f% Brickhaven Mine #2 Tract B
ON
cannot be removed until permanent ground cover has .,,��oQ� ,., Mine Permit No. 19-08 SCALE:
been established. _ Chatham Co., NC See Drawing
SEAL r--{
15472 General Shale Brick Inc. Sheet No.
. .�� .� - 1
300 Brick Plant Rd.
Scale: 1" =300' �,�' SHI`�```\``��
Moncure, NC 27559 of: 6

Legend
PROPOSED r '
Intermittent Stream / It t
f �— Ephemeral Stream -�
i BASIN frrf �, ri ;
rrfr $rr t 50'Undisturbed Buffers for Ephemeral Streams,Intermittent Streams and Wetlands
NOTE: APPROX. 79 LINEAR FT.,
.• Ditch ,
1
OF INTERMITTENT STREAM
Topographic Lines with Designated Elevation
i f
t
— — — — — — - Current Affected/Bonded Area
r r� r r\r rr fJ �`.
— — — — — — - Adjacent Property Lines _ 1' / P �/ �/ �/ / / �/ �/ ��. ``
�5e ROPOSED rr rf r f rr. r r r t f f rr r
Property Lines&Permit Limits
i
� T �`
SKIMMER AND
pF ePs� / PRIMARY OUTLET rr err �r� r rr �r r rr�rrr�r \r
���
_..e,a_ Soil Berm / ' ON� /, / f I `, .%
r
0.�
Wetlands \ �� ��(��� f� /� r j-- - - � - - - - - - - - - - - - - - - - - - J .
� �P� r r, Undisturbed Buffer
r
Existing Woodhne
-
r r r rr r� r \:�` �a�\ �`'�-- ♦ PROPOSED
- - —'— Proposed Temporary Silt Fence \ i �' % / �f Y r � � ♦
'ED r '� m SKIMMER AND
r r r �,,. 6 ,� 5 ♦ PROPOSE
-Pi r� r r ��� �0 -- --E O ♦ SECONDARY
� 39 �p �� ♦♦ PRIMARY OUTLET '
BASIN P 2 SPILLWAY
�► Q
/ 5-O �� bu
1 - �Q� _ — -- ---/
/ �' I �� :- Q.� i —
�• - /
- j
----/i
PROPOSED.
NOTE: APPROX. 520 SF OF WETLANDSQ,P - ;i i/ ;' i i r �rj r� rr , tt SKIMMER AND
TO BE EXCAVATED AS MINING PROGRESSES. i
r� rr �ffr r r��f rrrr t PRIMARY OUTLET
Ditch In t .00 I ��, `,� ,, .s;%'"'��- ---- , err rri �r ' PROPOSED
/
/ I '1 rrrfrir r� , \ SECONDARY
20
_ SPILLWAY
__240PROPOSED
�
C q�E TO R - ,.
PROPOSED -- _-_-- VVA p -- —_� ` ♦♦
SILT FENCE I S Bgs/N o
BASIN O
00 r
• �i� NOTE: APPROX 12,123 SF WETLANDS
r NO DISTURBANCE WITHIN 50 FT. \ I
J
PROPOSED , `♦
r r� NOTE: APPROX. 1,505 SF POND TO BE EXCAVATED
SECONDARY_ _ _ r I `%
r r AS MINING PROGRESSES.
I 4�
SPILLWAY � E r . .
EXISTING MINE AREA
PROPOSED
EXISTING MINE AREA
BASIN L
I
PROPOSED—
SKIMMER AND
PRIMARY OUTLET r J
NOTE: APPROX 3,792 SF WETLANDS
' NO DISTURBANCE WITHIN 50 FT.
.-PROPOSED I ,
• BASIN N 2-1S
I 5
: Q Stockpile Are
J
; l
Oti 1
2 --- PROPOSED
���' _ t , SECONDARY Note: Prior to land disturbance, locate and establish 50'stream and wetlands buffers.
50
i �'''`, l` \` I SPILLWAY No disturbance shall occur within the 50' buffers. The 50' buffers shall be provided
• /\ - for both intermittent and ephemeral streams.
` I •� - - - - - - - -- PROPOSED
Q r r
- _ 50 ti - /
-"-- SKIMMER AND /
--- `� t Note:See Sheet 5 for Basin Details,Outlet Protection, and other
\ I PRIMARY OUT Erosion Control Details.Skimmers shall be Faircloth
manufactured. See Sheet 5 for skimmer information
���. h `. .� , / / including size,flow rates,and installation/maintenance
�- -� �� PROPOSEDspecifications.'' /
J
r � /
y
� BASIN M �rr 'r,,'rr � ���, _ ,
qs Vrr f I) .round Stabilization*
rr_ r rrr
• r' / Site Arcs Stabi[ication Stabilization Time
Stockpile Are �� f \ ���/r ��i �� ��� �� APPROX. 198 LINEAR FT. hDewripli ties,
2� r /
r �� eri
OF INTERMITTENT swat�smd'tchcs �i'7d:rysm
MITTENT STREAM tNone mt
, c Frame ions
t '
r r
and she mcs
r ` Existing Culvert r r % , / '___ Water(IIQW) Ida s None
�'.
�� Zones IC slopes are IO'or
� l ,
r r �� Slopes s teepet 7 day,"
less in length and are
� S
\ PROPOSED r �� / than,. not 4dsleeper kysareallo ed.
\ r r � 14 days are allowed.
r �
SKIMMER AND � ♦ / 7 f 1'J 7-days•s
r r I t lopes;:1 ot, y or slopes
R �r I-!dti}'s greater term length
Feel
+ PRIMARY OUTLET /
F
tin length
___, /
Flpum J r r l - PROPOSED / NllI;thernrea, Norte
• i slopes(hoer 14 days
_ r o SECONDARY i / / , perimeters and
J�' �—' / (except Fur
r ,. than LI
HQW Zones)
""ExlenSn.ns ol'tine may be appioved by the permitting authority
Existing a SPILLWAY / I I based on weather or otter sne-specific eondite pe that male compliance
- r 1, / I nnpracucablc."(Section II.N(2xbi)
L
r r /
Culvert
U Note: Sediment basins and other er erosion control devices v ces
1 ' cannot be removed until ermanent round cover has
been established.
r r r i 1 PROPOSED
EXISTING MINE AREA 'SILT FENCE\
O �, , I �/ ENGINEERING & ENVIRONMENTAL DATE:
i __ ,� SCIENCE COMPANY
10/29/2024
r r r r r 3008 Anderson Drive Suite 102
/ DRAWN:
r r r r •t-i Iv '1 ,' \ / / Raleigh, NC 27609,
A �� �/ // [phone] JKJ
r ►+1 , - 10/29/24 Mine Layout REVISED:
36" RCP - -
• r / �,�,� . o�� - Brickhaven Mine #2 Tract B
Invert out 207.
r� y � 4� �. ' i / .Pt�o oF �� ,, Mine Permit No. 19-08 SCALE:
78' Lon rr� t :_ ��, 240 / 'Q 1-
Chatham Co., NC
' See Drawing
48 RCP, L-78 s 'SEAL IS
Invert in 213.00 ` / = � 72 General Shale Brick l � Sheet No-
Gate ♦ -' Inc.
r rr �� PQti''�
Invert out 211 5' ♦` �� I -. .�' •FNGI E '� - 2
/ !�... • 300 Brick Plant Rd.
Scale: 1" = 100' �CK ���,,,,
•• / ♦ �>>,,)lll,l►�� Moncure, NC 27559 of: 6

Legend
Intermittent Stream
--E E— Ephemeral Stream
---------------- 50'Undisturbed Buffers for Ephemeral Streams,Inteirmittent Streams and Wetlands
• Ditch
Topographic Lines with Designated Elevation
— — — — — — - Current Affected/Bonded Area(Life of Mine Disturbance)
PROPOSED
------------ Proposed Addition To Affected/Bonded Area(Life of Mine Disturbance) SKIMMER AND
PRIMARY OUTLET PROPOSED �' NOTE: MAINTAIN MIN. 25' WIDE Chatham Ridge LLC
SKIMMER AND UNDISTURBED BUFFER ALONG 3301 Benson Dr Suite 601
Proposed New Excavation Area PRIMARY OUTLET PROPERTY LINES R
PROPOSED Property Line and PROPOSED PROPOSED i � aleigh,NC 27609
SECONDARY PROPOSED SECONDARY /
- - - - - - -
Adjacent Property Lines SPILLWAY SPILLWAY 1 /
I P nY PROPOSED� SECONDARY / 'SKIMMER AND
�( SPILLWAY PRIMARY OUTLET WETLAND E '
SKIMMER AND � Mine Permit L1n11tS
PRIMARY OUTLET 0.,12 ACRES
WETLAND F
%Property Lines&Permit Limits \ _ ---
0 30 --- 1 _ _. -_ -- ---- Y — -------------=r-
�` o os ACRES l
Soil Berm PROPOSED �� , 5 �@ - - - 50' __ 5p, 4, 4; 4 a i -
SECONDARY 1 y�__ _� v�5� � � �� � - so' BRbPOSED BASIN#56 - — _
PROPOSED JrQ' v i �� 1� _-
_ SPILLWAY /, - ��_ � �V �',� � /I l � � �- C�Q �'�1 --__ _ - - _ "� � A - 4
BASIN#7
WARDS FGRONT6OBASNS - �PROPOSE
Wetlands GRADETOWARgS i SECONDAPROPOS SILLWAYRDY -- " _---- PROPOSED BASIN#_1
BASIi ♦ -5•O•ExistingWoodline POSED BASIN#5A SKIMMER
AND/
JI 1 50• - -- -� \ A�, /� l j 1 t GRADE TOWARDS 50 -7
_ PRIMARY OIYfLET
� \N i�i I /, �\ FRON70FBASIN ''` �� I {/ 1 ij! / �♦ ��
--- --- Proposed Temporary Silt Fence PROPOSED,, I� GRADE TOWARDS `.V�.✓ 1 1 / j" 16
SKIMMER AND i ,I PROPOSED -
50 FRONT OF BASIN -- ( //' �, /� ♦
PRIMARY OUTLET // / t I i, i:'7 "�T ,; ♦ SECONDARY
P.P.
iI', t WET D C I I II PROPOSED- " A \ /;, ,, �/ /;///; i/ ; /i /,, ♦SPILLWAY
Existing Power Poles /' l i I �, ^- ��,/ I % �� //
s 0.0$A S I / -- , rr / SKIMMER AND v t-. 50
PROPOSED , - � PRIMARY OUTLET
WETLADDSECONDARv \ �_�.. ��.,.. �� '�,;, �♦
_- - � �•. _�� -�- /j� �\
SPILLWAY 509 ay . + y 0.45 ACRE
�es 5 i / ♦ 1 f �i i � /// 1 WETLAND G
2.02 ACRES
NOTE: MAINTAIN MIN. 25' PROPOSED
WIDE -�- \ '
UNDISTURBED BUFFER ALONG � a N SILT FENCE -/ FEN
PROPERTY LINES
\
ROPOSED BASIN \ ETLAND B SO _ ------ ----�j / f ��" ��` PROPOSIED EXCAVATION LIMITS i l� V/ 1
0.44 ACRES
PROPOSED EXCAVATION LIMITS i j l� �• -�♦♦ �� _- - i li i
�- � �- ------ I - 11 / 1 STREAM G1 �
� �� -----� PROPOSED BASIN#2 ss,•�, � - I �
= 1 7 LF
'\ \♦ '�, �� GRADE TOWARDS ��- i 13
FRONT OF BASIN- ♦♦ 5� ♦� -�S� N II /'
v v -24 �--
� \ s5r
G
\ _
PROPOSED EXCAVATION LIMITS -'---- �� ♦ � �� � STREAM H1 SECONDARY
- V `� r i -- - 1
PROPOSED �� - 50 �ii, /�// / • �'� -= 123 LF5,-� P.P.
- _ _
SILT FENCE '* ��� %� �� �� �_ -^ SPILLWAY ' 1 1
270 .__ -
PROPOSED ADDITION ' --70
'
v PROPOSED BASiN#4 �
TO AFFECTED/BONDED AREA
265 ` 1 ,i / i ' '�' 1 ��
I
I
\ \ i SKIMMER AND ♦��� _
\ PRIMARY OUTLET
) / \ II PROPOSED I
(117 ACRES)
-��� ` �j f �/ / ,. ♦♦ 1 SKIMMER AND
t PROPOSED BASIN#11 26O \ r', .♦♦ ';/ / ♦. t PRIMARYO T I I
S \ GRADE TOWARDS ♦ / / i�,
/ / _ I PROPOSED
� / SECONDARY
FRONT OF BASIN � � � ♦
SPILLWAY
GRADE TOWARDS
�0 V �� / �, \t FRONT OF BASIN I 1 / -- i` �♦ �/� ♦�
SECONDARY
I r .�.
CONDARY 60' t / P P'
\\ \\ / It SPILLWAY l �♦ J/ � \\ ♦ �'
NOTE: MAINTAIN MIN. 2 ALONG - \ \\ `�; •� S PROPOSED ��� r \� - e' `� �` NOTE:NO DISTURBANCE
UNDISTURBED BUFFER \ \ g5 �\ / I PROPERTY LINES �` \ \` t, f SKINAMERAND \
_� PRIAUTARY OUTLET � I ON THIS SIDE OF STREAM Chatham Ridge LLC
_ �- �`, I i� PROPOSED �
SKIMMER AND 3301 Benson Dr Suite 6 1
PRIMARY OU T Raleigh,NC 27609 I
IN#3
PROPOSED BASIN#10 PROPOSED BA / !, � � I
S 0
A �V PROIPOSED
PROPOSED A\ // _1 i" SECONDARY ✓ ��
i
27S SKIMMER AND v - /jJ
SPILILWAY
PRIMARY OUTLET \ �� /
P.P. NOTE:APPROX.1,024 LINEAR FT.
-275 PROPOSED- II HAUL ROAD FOR NEW MINE AREA- INTERMITTENT REAM 1
P.P.
i _
OF rsT
SECONDARY ! / ,; /'�� f �� / 1 1
SPILLWAY
PROPOSED EXCAVATION LIMITS 1 11
EXISTING.
PROPOSED EXCAVATION LIMITS— � �� � � A � ` �
E AREA � I
1
MIN i P.P. 00
I
I
NOTE: MAINTAIN MIN.,,25'W4DE
ALONG
UNDISTURBED BUFFER
%i sIROPOSE PROGRESS ENERGY EASEMENT � I
t _
t- - PROPOSED 1
j t
- �-
BASIN O 1 1
� I
� � � t � ___ _�' � ��'C. ✓ - NOTE:APPROX.7 �
9 LINEAR FT.
i
i
1 ��,; ; �1�5' '•' `A � � OF INTERMITTENT STREAM
' � 1 - PROPOSED BASIN!#12 � / �, ��.
•
Property L1 P.P. r / D
p Y ROPOSE 6
Line and � r
� � � ��© SKIMMER AND � - � ♦ -,
�{ q
Mme Permit L1In1tS �� �l 112a' �- DO OF6 PRIMARY OUTLET
�� GRADE TOWARDS
FRONT OF BASIN
J'
/ �' ! ���a ;,• 1/ �PP���O� 50'Undisturbed Buffer /
\ PROPOSED
EXISTING / pgtne�a 5p PROPOSE SKIMMER AND II -
\ r SECONDARY '
PROPO1N p 'i 239�p/ SPILLWAY PRIMARY OUTLET.
,0 MINE AREA - -Q BA so /
► eP 5 �� Colon Russell Jr&'Oda Taylor
220
1781 Mon Rd
235 1 / v P� ROPOSED �(O . '�_' 0� •S -PROPOSED nCure,
!. i,- SKIMMER AND � 27559
1 7� %; ' ' PRIMARY OUT �Pp ! ;/ /� 5 ✓ 'SKIMMERAND.. NC *
/r r NOTE:APPROX.520 SF OF WETLANDS G '/' �„j .; � � PRIMARY OUTLET 1) Ground Stabilization*
�✓ q TO BE EXCAVATED AS MINING PRO GRESSES.\ `_
230- // b P.P. - •• t"� r' - PROPOSED ` tine Area Stabilization Stabilization Time
%` Ditch In00•- -
\� �i r SECONDARY Description Time Frame Frame Exceptions
i 1 SPILLWAY
`, , Perintetc,rdil.es,
FR
_��Q - � ti to 7 Ong
� � -wal�ti duct • days None
_ and sto ics
gILL OWAY �/ / •_� GRADET06yAF4Dg —, 24O BASIN OSED 17c�1 Moncure Flawood Rd
r
���
• I lib Quality
22S ✓ J PROPOSED-- / BASING ` , t> Q
SILT FENCE YV1011GL1re,NC 27Jr$9 / Zones
7 days None
/ ✓ _ �k5 7_ones
�- NOTE:AIPPROX 12,123 SF WETLANDS
NOI DISTURBANCE WITHIN 50 FT. � ��� If slopes are 10'or
• SIo x s steeper less in length and are
PROPOSED ' _� r -1 Y9' NOTE:APPROX.1,505 SF POND TO BE EXCAVATED ' S than 3:1 P 7 days not steeper than 2:l
14 days are allowed`,O
• Slopes 3:1 or 7-days for slopes
Ilatter 14 days greater than 50 feet
Note: All affected area boundaries shall be permanently marked at the site on 100-foot intervals unless the line of sight allows for larger spacing intervals. Note: Prior to land disturbance, locate and establish 50'stream and wetlands buffers. in length
No disturbance shall occur within the 50' buffers. The 50' buffers shall be provided • All Nate
other areas
Note: Existing vegetation or vegetated earthen berms shall be maintained between the mine and public thoroughfares to screen the operation from the public. for both intermittent and ephemeral streams. than4upes flatter 14 days lenieerspt a
than 4:I perimeters and
HQW Zones)
""Extensions ol'tinte may be approved by the permitting authority
Note:See Sheet 5 for Basin Details,Outlet Protection,and other based on weaaher ur other site s)nciric conditions that make compliance
Erosion Control Details.Skimmers shall be Faircloth inipraelicable."(section u.BI'-xb)t
manufactured.See Sheet 5 for skimmer information — ------- ----
including size,flow rates,and installation/maintenance
specifications.
TYPICAL BASIN CROSS-SECTION Note: Sediment basins and other erosion control devices
cannot be removed until permanent ground cover has
been established.
551 5'
ENGINEERING & ENVIRONMENTAL DATE:
2 C SCIENCE COMPANY 10/29/2024
3008 Anderson Drive Suite 102 DRAWN;
/ BERM BERM Raleigh, NC 27609 JKJ
[phone]
--�
�_ - --- -
_ —_ � - 10/29/24 Mine Layout •
� �j�,, Brickhaven Mine #2 Tract B
Mine
Chatham iCo.o 08
NC SCALE:
BOTTOM OF BASIN See Drawing
� i = SEAL )
5472 / J - General Shale Brick, Inc. Sheet No.
t r slopes to bottom of basins. 300 Brick Plant Rd.
3
Note: Provide 5 area with max slope of 5 /o between berms and the 3:1 (H:W) downward s ope ll _ t ''- f�K'sH��� .
Scale: 1 -- 200 ' 11, , Moncure NC 27559 of: 6

BASIN K DETAILS
Soil Berm Cross-Section \
�--- Velocity Dissipator
3 t t0 Jr t NCDOT Class Ri phickp
Min.18'Lx9'Wx22"Thick
-t - - "� _ SKIMMER BASIN DETAIL D50=6"
36"RCP
2 2 Baffles 1'Freeboard Embankment Invert Out=207.50' •
1 " = 60'
1 1 2' t0 7' ��• Precast Riser Outlet Structure Top of Berm=216.00' Scale.
1 — 5'x 5'Square / 10'Wide Emergency Spillway
Top of Riser=212.00' Crest Erosion
El.n 2 14.50 Control
Fabric Liner
Note: Height of berm will increase at brickbat section. Deuwatering 6"min.invert levation of (6)5"Skimmer Attachment=208.50'
cone "etttergeney ill 36"RCP Invert 208.00
Il�wayy �
Sediment Cross-Section \
storage zone View
Collections Berm Specifications
SEDIMENT BASIN SCHEDULE Design Elevations(ft. EL) _
1• Construct berm by placement of overburden. 1[nflow Surface Area,square ft. Storage Volume,Cubic Ft. `F T of Emergency
Watershed q _ _ Skfmmer Skimmer 36"RCP p
Precast 5'x5' Spillway
Area (t) Area (2 Orifice, Attachment Riser lnvert Invert Out Berm I y °
Basin (acres) Q10,cfs Required Provided Dist.,acre Required Provided inches Invert
2. Prior to placement of materials for berm formation, cut vegetation - - -- - --
p 203.45 66,121 81,634 126,234 140,522 - 5(s) 208.50 212.00'
207.50' 21.6.00' 214.50' �' ��•�•
K 70.13 70.13
nearly flush with ground (if applicable). Sed.Star.Vol:140,522 cf
y�4
(1)Required Surface Area for Skimmer Basins based on 325 sf per cfs of Q10 peak inflow. N. 0���
3. Compact materials in 1ft. lifts b i traffic. Q�� tgp
y construction (2)Required Volume is based on 1800 cf/ac.of disturbed area � �� `-� r$ nt 6 00'
p (3)Six(6)5" Skimmers will be used.
-(oPovt3`ag,mtr� No'R't'a� s�Ota9e
Fo
llwdy
Top of Rip Ralp(C Crest
=2 16.00'
�� `InvedL_ 00%
Bottom Length=27'
SKIMMER DETAIL \,NcpoT Pass'B Rip Rap
w/4"'Thick_6iyer of#57 Stone
Underlain with Filter Blanket
Arm Assembly Q• �• �� �,✓ A���_/,.� _ �/ A�/ '�.
Baffles Surface Area: 146,E&6 sf
��
to
Water Entry
Typical RoadwayPERSPECTIVE VIEW unit
PVC Enid Pve vent Schedule ao [MIRX
cap PVC Elbow Pipe PVC Pipe 2160 Y• 1
Cross-Section
oter sun a -
PVC End
�- Cap
Schedule 40
(NTS) PVC Tee PVCPipe PVC Pipe \."Holes in y PVC Tee Orifice
Underside Flexible Plate
Hose
0
Bottom Surface 24"RCP
IEND VIEW FRONT VIEW ---lnv ut=212.00/,\
'R
Top of Berm=216•00,
30'
10'Wide min.)
> > o�0000000000c0000l_ > >
�OOOO�OOOoo000> ,0�.>��oc 000 oc oll Skimmer Basin Construction Specifications
1.Clear,grub,and strip the area under the embankment of all vegetation and root mat.
Remove all surface soil containing high amounts of organic matter and stockpile or
dispose of it properly.Haul all objectionable material to the designated disposal area. C
Place temporary sediment control measures below basin as needed. BAFFLE DETAIL S FOR S'E D I M E NIT BASIN (NTS)
2.Ensure that fill material for the embankment is free of roots,woody vegetation,organic DETAILS L�7 PERSEPECTIVE VIEW
J
matter,and other objectionable material.Place the fill in lifts not to exceed 9 inches,and
machine compact it.Over fill the embankment 6 inches to allow for settlement.
\ �,d,
3.Shape the basin to the specified dimensions.Prevent the skimming device from settling
into the mud by excavating a shallow pit under the skimmer or providing a low support
under the skimmer of stone or timber. ga
°
et`
4.Place the barrel(4-inch Sched.40 PVC pipe)on a firm,smooth foundation of3So�, OUTLET PROTECTION DETAILS
30' impervious soil.Do not use pervious material such as sand,gravel,or crushed stone anrj / °fs�o,
around the pipe.Place the fill material around the pipe spillway in 4-inch layers and
compact it under and around the pipe to at least the same density as the adjacent ?So°fs z�f a
C@e
embankment.Care must be taken not to raise the pipe from the firm contact with its 4 '451 -
O 00 O foundation when compacting under the pipe haunches. ( ��_ s°C dCea,�
s ° $
2'To 5' S.Assemble the skimmer following the manufacturer's instructions. � � °ozsaOha� b 0� � 6
6.Lay the assembled skimmer on the bottom of the basin with the flexible joint at the \ %o
0
inlet of the barrel pipe.Attach the flexible joint to the barrel pipe and position the °fs°n°pc yea c 00
skimmer over the excavated pit or support.Be sure to attach a rope to the skimmer and \ y�
anchor it to the side of the basin.This will be used to pull the skimmer to the side for °d`0d d Ve��?C8—T
ptor '
maintenance. �B
7.Earthen Spillways-Install the spillway in undisturbed soil to the greatest extent 36�� RCP la$ r l 4�,`c� 9
should be fined with laminated plastic or impermeable eotextile 1�:1 '�- 'VX�2' l
possible.The spillway p P g
fabric.The fabric must be wide and long enough to cover the bottom and sides and
extend onto the top of the dam for anchoring in a trench.The edges may be secured with
8-inch staples or pins.The fabric must be long enough to extend down the slope and exit
onto stable ground.The width of the fabric must be one piece,not joined or spliced;
otherwise water can get under the fabric.If the length of the fabric is insufficient for the
entire length of the spillway,multiple sections,spanning the complete width,may be CROSS-SECTION BAFFLE (NTS) }
used.The upper section(s)should overlap the lower section(s)so that water cannot flow
under the fabric.Secure the upper edge and sides of the fabric in a trench with staples or
Sup bottom or side
to Stake to support wire
pins.
i
r
8.Inlets-Discharge water into the basin in a manner to prevent erosion.Ensure that the
diversion berms will have positive drainage to the upper end of the basin.
JUU1�O���Ob�_O� OnO�00 00 0�000000000 Supportropetowire
9.Erosion Control-Construct the structure so that the disturbed area is minimized.Divert to prevent sagging
surface water away from bare areas.Complete the embankment before the area is cleared.
Stabilize the emergency spillway embankment and all other disturbed at eas above the Coir mesh or similar,stapled or
trenched into bottom or side
. 4'TO 10'
Skimmer Basin Maintenance
Inspect skimmer sediment basins at least weekly and after each significant(one half inch Porous Baffle Specifications
or greater)rainfall event and repair immediately. Remove sediment and restore the basin
to its original dimensions when sediment accumulates to one-half the height of the first 1. Grade the basin so that the bottom is at equal elevation.
baffle.Pull the Skimmer to one side so that the sediment underneath it can be excavated. 2. Steel posts shall be driven to at least 24 inches below ground surface and spaced at 4 ft.centers.
Excavate the sediment from the entire basin,not just around the skimmer or the first cell. 3. Top of fabric shall be at least 6 inches above stone spillway elevation and 2 inches lower than
A4ake sure vegetation growing in the bottom of the basin does not hold down the berm elevation.
slkimmer. 4. Bottom and sides of fabric shall be anchored in a 6 inch trench of pinned with 8 inch long erosion
control matting staples.
Repair the baffles if they are damaged.Re-anchor the baffles if water is flowing 5. The baffles shall be composed of coir fiber matting with i the following specifications.
umderneath or around them. ENGINEERING & ENVIRONMENTAL DATE:
Coir Fiber Mat Specifications ^ � 10/29/2024
Iff the skimmer is clogged with trash and there is water in the basin,usually jerking on the 100%cocount fiber(coir)twine woven into thigh strength matrix 1 SCIENCE COMPANY
rope will make the skimmer bob up and down and dislodge the debris and restore flow.If Thickness:0.30 in.minimum
this does not work,pull the skimmer over to the side of the basin and remove the debris. Tensile Strength:1348x 626 If/ft minimum 3008 Anderson Drive Suite 1
Elongation:34%x 38%maximum DRAWN:
Also check the orifice inside the skimmer to see if it is clogged;if so remove the debris. Flexibility(mg-cm):65030 x 29590 Raleigh, NC 27609
Flow velocity:Observed I 1 fusee [phone] JKJ
Weight:20 oz/SY
If the skimmer arm or barrel pipe is clogged,the orifice can be removed and the Size:6.6 x 164 ft(120 SY)
obstruction cleared with a plumber Ps snake or by flushing with water.Be sure and replace "C"Factor:0.002 10/29/24 Erosion Control Details REVISED:
Open Area(measured):50%
the orifice before repositioning the skimmer. Note:Porous baffles are to be tied back into basin embankments
at bottom and sides of the weir. �� �,,, Briekhaven Mine # ract
(Check the fabric lined spillway for damage and make any re quired repairs with fabric that 4���# ��F ���Q y'9����� Mine Permit No. 19-08 SCALE:
spans the full width of the spillway.Check the embank ment,spillways,and outlet for �?�
Cerosion damage,and inspect the embankment for piping and settlement.Make all e + SEAL Chatham Co., NC See Drawing
mecessafy repairs immediately.Remove all trash and other debris from the skimmer and =
15472
Ipool areas. /r Sheet No.
S. General Shale Brick, Inc.
300 Brick Plant Rd. 6
4
Moncure, NC 27559 of:

SEDIMENT BASIN W/ SKIMMER DETAIL SECONDARY SPILLWAY
SILT FENCE DETAILS
----�� Minimum 12-1/2 Gauge Intermediate Wires
TOP OF EMBANKMENT `3 � r r Minimum 10 Gauge Line Wires
-f See Basin Schedtal � 1 .rJ to 2.0 dsd,r�-_Y e 8 - - -_ 1
RISER STRUCTURE _-- - �
rya _ «i n [h en...
TRASH RACK 1 Ml Pipe Connections -- -
l*I_ +,�� Jos "±,!•{• �--EMERGENCY SPILLWAY - -
FREEBOARD_ Ja �p 1 9 1P{ J Jt Jt - Ensure that all conduit connections are watertight. Rod and
1'MIN. il[ etc Fa ric
SKIMMER - ' �ti ' 1�J1PJtJtJ!`�Jtlfulrj{ JtJlkltJdJis lug type connector bands with gaskets are preferred for corrugated Lanllnated Plastic Linin Or - T
'� It lt4[ W IJW=I u11 lIW~1IId�liltE `I�10;7= -C, metal pipe to assure watertightness under maximum loadingand internal g
't .-..JtJt�f���JtJt��U��1t�9t �Jtu��Jt��rJr��9f.��It�Jt1��y �. Impermeable Geotextile Fabric - _ � fro .01) - Grade
1[IR�'6111�.11U�.1[1R=•I[1[�1[1l�Nt(�1[I[�411[ =1[17�1(��1[i[�1(1i� pressure. Do not use dimple (universal) connectors under any
_I
BARREL
circumstances. OUTLET PROTECTION DETAILS
PIPE Trash guard
'' ` f r • `:` � i```� '�,/} ,J°, -It is important that a suitable trash guard be installed to prevent the riser
CLASS B.STONE PAD and barrel pipes from becoming clogged. Install a trash guard on they
�i ( � (D 1
(4'X 4'X 1'MIN.) ANTIFL A ION BLOCK SECTIONAL VIEW � CUT-OFF ANTI-SEEP STABILIZED trap of the riser to prevent trash and other debris from clogging the conduit. i;���C)
TRENCH COLLAR A�combination anti-vortex device and trash guard improves the efficient steer Post
2' DEEP
OUTLET g p Y C)
olf the principal spillway and protects against trash intake. a ��' �� �_;0 L C) 9' � - _woven wire Fabric
U j a Silt_Fence Geotextile Fabric
Protection against piping CMP Outlet Pipej'�)-',, 0 r ° 9 ft.
` '
�< r o- 3' 0" 26„
NOTES - Install at least one watertight antiseep collar with a minimum projection --�
of 1.5 feet around the barrel of principal spillway conduits, 8 inches or 3 ft. ���; _ ° i Jo ii1° 00 Note:
1. SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES• � o t�a 4"Min.
2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65. larger in diameter. Locate the anti-seep collar slightly downstream from <„�_� «����V��� Inspect outlet protection structures weekly and after significant(1/2"or greater) --
�. rainfall events to see if an erosion around or below the ri ra has taken lace, �Gle
the dam center line. A properly designed drainage diaphragm installed ) y p p p °Minimum cover Dver skirt
3, INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN. ,� � or if stones have been dislod ed. Immediate)4.THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING. NOT TQ SCAL:� aground the barrel may be used instead of an anti-seep collar when it is � g y make all needed repairs to "Minimum horizontal turn
appropriate.
prevent further damage. --_- __-
NOTE: EMBED CMP RISER TO BOTTOM OF 4'X4'Xl' HIGH CONCRETE ANTI-FLOTATION BLOCK.
�-- 8 ft. _ -_►
Proposed Sediment Basin Calculations - -- - _-___ _ __ _ _ _--_- __ __ _
- - -- -- - - --- - -- -- - - - - L_ - - - -Design ElevationsAft.�- --- fi
Surface Area at normal pool, Skimmer
Inflow � Width of Inlet Outlet
Watershed Weighted mare ft. Storage Volume,Cubic Ft. Inlet& Draw Down (3) Second Invert of To of Crest of To of Basin Maintenance Silt Fence Specifications
Riser Dia., Barrel Dia., g Secondary y y y Inspect skimmer sediment basins at least weekly and after each significant(one half inch
� Area Average Tc, (�) (2) � Area Time, hours HeI lit of Secondary Invert of p p 2- r 24-hr 10- r 24-hr 25- r 24-hr
Basin Q cfs (2) Orifice, Spillway, Horizontal Horizontal! Riser ry Berm 1.Steel
(acres) CN minutes 10 Required Provided Dist., acre Required Provided inches Inches Berm, ft. Storm Elev. Storm Elev. Storm Elev. or greater)rainfall event and repair immediately. Remove sediment and restore the basin and
inches _ _ _ ft• Pl 0 Pipe have projections shallts be
aid in fastening the wire or fabric.aStehposts shall albofi a
- -- - - - - - -- p P -- Spillway - to its original dimensions when sediment accumulates toone-half the height of the fir
T have a metal plate welded near the bottom such that when the post is driven
57 800 _ _
I L 24•00 94 1.5.2 126.71 55,119 � 24.00 43,200 59,384 4 70.8 18" 12" 7.0 223.00 225.00 227.00 baffle.Pull the skimmer to one side so that the sediment underneath it can be excavated.
- -_- - _ _ __ _340'x170i _ _ 20 221.00 220.00 224.57 225.48 225j'•81 to the proper depth,the plate will be below the round level for added stability.
M �8.32 94 12.7 20 S93 20 800
- - - -" ----- - - Excavate the sediment from the entire basin,not just around the skimmer or the first cell.
47.34 ' 8.32 14,976 21,488 3 52.8 18" 1 2" 6.0
___-t6___8__--- 20 224.00 223.00 226.00 227.25 229.00 227.12 227.71 227•89 Make sure vegetation growing in the bottom of the basin does not hold down the 2. woven wire Fence shall.
_ 21 000 -- - - --- _. -- ___- --- __ - - _ __ --- _ -_ -__ -_ --- __ _ - skimmer. '
conform to the requirements of ASTM A 116
s „ „ Class I zinc coating for wire. The fence shall be at least 32 in.high and shall
N 94 47.96 20,862 ' 8.22 14,796
- - ----- --- - ---- ?1 Q'xi oo) 21,628 3 53.1 - 18 12 6" 20 224.00 223.00 226.00 1 227.25 229.00 227.10 227.71 227.90 have at least 6 line(horizontal)wires. Stay(vertical)wires shalt be spaced
O 8.06 94 14.8 18 731 1.9 208 19 804 3 -- - - - - -_- - - Repair the baffles if they are damaged.Re -anchor the baffles if water is flowing 12 in.apart. The top and bottom wires shall be 10 gage. All other wires shall
43.06 196'x98' 8.06 14,508 " rr be 1212
48.7 18 12 6.0 20 228.00 227.00 230.00 231.25 233.00 231.20 231.72 231.88 underneath or around them. � gage.
P 7.24 94 10.1 19 362 - - - -
44.51 2sb'x�s' 7.24 13,032 20 178 3 49.5 1811 12" 6.0 20 _232.00 231.00 234.00 235.00 237.00 234.95 235.47 If the skimmer is clogged ed with trash and there is water in the basin, ter composed of fibers consisting of lot chain synthetic
_ Fabric s
- - + 'It F�b' hall be tom o
---- --- - F-2-19.50--2-2-1
I _ _ 235.63 gg as ,usually jerking on the g g y
Q 15.83 92 13.5 85.43 37,162 see8�000 13.95 25 110 39 149 4 rope will make the skimmer bob up and down and dislodge the debris and restore flow.If polymers composed of at least 85%by weight of polyolefins,polyesters,or
_ __ _ this does not work pull the skimmer over polyam,des. The fibers shall'be formed into a network such that the filaments
- t ) 46.7 18" 12" 6.25 20 216.00 215.00 218.00
�.- - --- ---- . .25 219.17 219"97 220.25 ,P ve to the side of the basin and remove the debts.
10,368 - ___ __-- _-_ ___
-" or yarns retain dimensional sltability relative to each other. The filter fabric shall
- - --- --_-- Also check the orifice inside the skimmer to see if it is clogged;if so remove the debts.
1 3.80 94 11.9 22.11 9,618 14 4.23 6,840 11,034 2 80.7 18" 12" 5.5 10 239.00 238.00 241.00 242.00 243.50 241.70 242.33 242.49 be free of any treatment or coating which might adversely alter its physical
2 14.78 94 20.8 66.88 29,093 29,150 14 7 26,604 2 Ir - If the skimmer arm or barrel pipe is clogged,the orifice can be removed and the after installation. 'The fabric shall be free of defects or flaws which
(265 x110) 8 9,743 3 75.1 18 12 7.0 20 229.00 228.00 231.00 233.00 235.00 232.84 properties significantly affect its physical and/or filtering properties. The fabric shall have
flushing with water.Be
33.51 233.73 obstruction cleared with a plumber's snake or by us 'rig w1 a er. a sure an replace
17 l00 _ _-- -__ _... ___ _____ __ __- -._- __ _ _- -- - -_-- -- -- _ -_-- _. _ _ -- _ a minimum width of 36 inchles.
3 4.04 94 7•2 27.18 11,823 ' 4.04 7,272 17,958 n the orifice before repositioning the skimmer.
(_19ox'90') 2.5 69.3 18 12 5.6 10 238.00 237.00 240.00 241.00
- _ - ___ ______. _- -__._ ___ _. -___ The filter fabric shall be furniished with suitable wrappin for protection against
42 60 240 91 241 23
1.9,500 12 078 Check the fabric lined spillway for damage and make an re uired repairs with fabric that moisture and extended ultraviolet prior to placement. g
4 6.71 94 8.1 44.05 19,162 6.71 20 946 2.5 80 8 P y g y q p p g
(see sheet 3) ' 1 g" 12" 5.7 10 246.00 245.00 248.00 1249.00 250.70 248.74 249.42 249.67 sans the full width of the spillway,Check the embank ment s
__--,--.__ -_ _ -__ _ ,spillways,and outlet for
P
I 5A � 94 11,550 --- - _- „
3.79 -
6.1 26.09 11 349 3.79 6,822 12 273 erosion damage,and inspect the embankment for The filter fabric shall meet the followingminimum physical requirements:
' (165'x70') ' 2 89.7 18" 12 5.5 10 255.00 254.00 257.00 258.00 259.50 257.53 25 4repairs -- -- - - - - -
25$.24 immediat R ll t h e other f h k d
$• $ necessary P immediately.Remove a trash and rnsl rom t e skimmer an TEST METHOD y RE iJIRED VALUE
- - - -- --- - - -- �- - ---- - - - RTY*PROPE
239.53 pool areas. Tensile Strength - ASTM D 4632 400 Newtons(901b)
5B 4.69 94 6.4 31.93 13,890 4.69 8,442 15,412 2.5 59.5 236.00 235.00 238.00 239.00 240.60 238.59 239.30 Elongation ASTM D 4632
_ -- (see Sheet 3) 1$'" 12" 5.6 10
- - - - - <50% fabric self supporting
6 4.76 94 10.2 29.16 12,685 13,700 4.76 8,568 rr �- - - 2-_4 >so%-fabric requires Woven -
�- (See-Sheet 14,560 2 106.4 18 12 5.6 10 231.00 230.00 233.00 234.00 235.60 233.70 234.35 3 55 __ -___ _._ _ _--
- - - - - - - - - -- - - - - - - - - - - - -I - - ---- - wire backinR
2.77 7.3 18.59 8,086 8 300 -
L_�8�
94 2.77 4,986 9,144 2 66.8 18" 12" 5.5 238.00 239.00 240.50 Apparent opening Size(Aos)** ASTM D 4751 os4 millimeter(U.S.sieve#zo)10 236.00 235.00 238.48 239.14 239.33 Permitivity ASTM D 4491 0.01 see:'
778 94 6•2 53.36 23,212 27,000 9.12 1 28,561 ultraviolet Stability(retained ASTM D 4355 70%
- (see sheet s��- .-_6,416__-- 3 72.1_ - 1 g 12 5.6 23 238.54 239.28 239.58 strength after 500hrs of
-�_. 10 236.00 235.00 8.00 239.00 240.60
- 17 100 - - -- - - -- - - ___- ultraviolet exposure)
9 4.96 94 7.4 33.20 14,442 4.96 8,928 18,319 2.5 70.7 lg" 12" 5.5 ---
_ See sheets) __., _ 10 238.00 237.00 240.00 241.00 242.50 240.47 241.19 241.45
4. A 6 in.x 6 in.trench shall be du on the upstream- - - -�.. __-.. _ _ __ g side of the silt fence.
10 4.04 94 9.6 25.27 10,992 11,050 4.0 7 272 11,773 2 n - --
The silt fence shall line the trench and extend up the posts for the remainder
(1.7o'xs5' 86.1 18 12 5.6 10 238.00 237.00 240.00 241.00 242.60 240.72 241.35 241.53
..- ---- - _-- _ _ -_ __ __ -___ __-_ of the fabric width. The trench shall then be backfrlled and tamped. Silt fence
11 9.29 94 6.8 62.39 28,600
fabrics shall be spliced.together only at supporting posts with a minimum of
27,140 9.29 16,722 30,108 3 18" 12" 5.7 20 241.00 240.00 243.00 244.00 245.70 243.77 244.42 244.65
L344.310
See Sheet 36 in.of overlap and in such a manner to prevent silt from passing between
87,500 the two ends. At the time of installation,the fabric will be rejected if it has any
94 11.9 199.57 86,812 34.30 61 740 O 18" 12" 7.0 20 229.00 228.00 232.00 233.06 235.00 232.55 233,43
(See Sheet 3) 90,486 Two 2 4" 54.6 defects, t li
� � -L ects,deterioration,or other damage incurred during manufacture,
I 233 83 e
L- - -- transportation,or storage.
(1) Required Surface Area is based on 435 sf per cfs of Q10 peak inflow
(2) Required Volume is based on 1800 cf/ac. of disturbed area NOTE: SEE SHEETS 2 & 3 FOR BAFFLE SPACING Silt Fence Maintenance Considerations
3 From bottom of basin to top of berm BA _
1. Inspect silt fences at least once a week and after each rainfall. Make any required repairs immediately.
SININ FLOW AREA DETAILS 2. Should the fabric of a sediment fence collapse,tear,decompose or become ineffective,replace it promptly.
3. Remove the sediment deposits as necessary to provide adequate storage volume for the next rain and to
SATE: OVERCUT CHANNEL 2" PAGE: reduce pressure on the fence. Take care to avoid undermining the fence during cleanout.
OVERLAP TO ALLOW BULKING 4. Remove all fencing materials and unstable sediment deposits and brit the area to
' FAIRCLOTH SKIMMER 6"MIN DURING SEEDBED LONGITUDINAL p g grade and stabilize It
2.5" FAIRCLOTH SKIMMER STAKES AT ^ PREPARATION ANCHOR TRENCH after the contributing drainage area has been properly stabilized.
INTERVALS
^ ^ ^' DESIG DEPTH
Skimmer shown in Skimmer shown in I
floating position 1"Vent floating position 1 1/2"Vent Aluminum straps ^ � ^ ^ i =
Aluminum straps suspending
with Yellow tip with Green tiphorizontal intake CHECK SLOTS AT _
4°'Sch 40 P suspending
coupling � " horizontal intake ^ 2T INTERVALS
connection � 2 h pvc float 2'/z"pvc float
4"Sch 40 /�`` "
coupling t�� 29
'27" connection - -,. 12" r TYPICAL INSTALLATION SILT FENCE STONE OUTLET
\\
1 h Sch 40 SOLID pvc WITH EROSION CONTROL
1 '/2"Sch 40 SOLID pvc �:.�`i 1 ` ► barrel or"arm" / r , S f REINFNKETS ORCEMENTTURF
MATS
/ G_\
barrel or"arm" �\ i`t SUPPLIED BY USER \ INITIAL CHANNEL ANCHOR TRENCH TERMINAL SLOPE AND CHANNEL MIN.
WIRE FENCE
INTERMITTENT CHECK SLOT LONGITUDINAL ANCHOR TRENCH -+-- 4'MIN. - .._ ....._ SILT FENCE
• ti� - ANCHOR TRENCH MI HARDWARE CLOTH
SUPPLIED BY USER SINGLE-LAP SPLICED ENDS OR BEGIN NEW
' 27' / 29" OVERLAP ANCHOR 6 X6 MIN.TRENCH ROLL IN AN INTERMITTENT CHECK SLOT
OVERLAP \
1 �
"� ! ~�';�•` AND STAPLE AT 12" _ _ \
�t� ,• "_`c 2 W Orifice/ 6"MIN. -- .-- .-
- 2"Orifice/ � � _ R INTERVALS � - - - - - _ FILTER OF#57
(• -� / �_ �� Inlet - - WASHED STONE
Inlet 'a. I : :::.... . OVERLAP FLOWI`\-I\��I-
PREPARE SOIL AND APPLY SEED BEFORE
:: .. -- --- ��a
i STAPLE OVERLAPS INSTALLING BLANKETS,MATS OR OTHER
BRIEN,MA N TIRE END UNDER LEVEL TEMPORARY CHANNEL LINER SYSTEMS - -
O
TUR
i Paten[Ik:5,820,75, _ ON GROUND
�,-- Patent E:5,82,,,75,
� '� ',I - �°GQj Q-j°O� 3'FILTER FABRIC
O0 0 O
TOP OF SILT FENCE _ -- i WASHED STONE oQ�°00 o °O�
T NOTES: AND STAPLE AT 12"INTERVALS.
MUST BE AT LEAST 1'
1. Lime,fertilize and seed before installation. m Planting p shrubs,trees,etc.should occur after installation. ABOVE THE TOP OF 0
1 '/2"hose,ss clamps 2. Slope surface shall be smooth before placement for proper soilcontact.
2"threaded male fitting 2"inlet 2m cEAD[distance 1"'/z"hOS@,ss clamps 2 112"inlet 2.5"HEAD(distance 3 Designestabli veto ities exceeding 2 feeUsecond require temporary blankets,mats or similar liners to protect seed and soil until vegetation becomes THE WASHED STONE V C °°O,1%,O cz 0 '0
on outlet end extension from center of a
2 threaded malefitting extension
fling 4. Terminal anchor trenches are required at RECP ends and intermittent check slots must be constructed across channels at 25 foot intervals. MAINTENANCE: ---- j `
surface) to Wafer on outlet end orrfice/inlet to water 5. Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width.Intermittent check slots should be 6 inches deep 1. Inspect Rolled Erosion Control Products at least weekly andl
BURY WIRE FENCE AND HARDWARE CLOTH i BURY 6"OF UPPER EDGE OF
Surface] Surface and 6 inches wide. after each rainfall of e g inch or greater repair immediately. FILTER FABRIC IN TRENCH
6. For installation on a slope,place RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12 2. Good contact with the ground must be maintained,and
inches deep by 6 inches wide.Pin the RECP at 1 foot intervals along the bottom of the trench,backfill and compact.Unroll the RECP down erosion must not occur beneath the RECR FRONT VIEW
the slope maintaining direct contact between the soil and RECP.Secure using staples or pins in a 3 foot center-to-center pattern. 3. Any areas of the RECP that are damaged or not in close
7. 11 gauge,at least 6 inch by 1 inch staples or 12 inch minimum length wooden stakes are recommended for anchoring. contact With the round shall be repaired and stapled.11 11 8. Grass-lined channels with design velocities exceeding 6 feettsecond should include turf reinforcement mats g PBURY WIRE FENCE,
3 FAIRCLOTH SKIMMER 4 FAIRCLOTH SKIMMER 4 If erosion occurs due to poorly controlled drainage,the FILTER FABRIC,
9. Check slots to be constructed per manufacturers specifications. problem shall be fixed and the eroded area protected. Note: AND HARDWARE
10- Staking or stapling layout per manufacturers specification. S. Monitor and repair the RECP as necessary until ground cover Remove vegetation and topsoil from CLOTH IN TRENCH SECTION VIEW
11. If there is a berm at the top of slope,anchor up-slope of the berm. STEEL FENCE POST - -- -is established- stone filter section.
2"Vent 12. Do not stretch blankets/matting tight,allow the rolls to conform to any irregularities. - SET MAX 2'APART
Skimmer shown in Aluminum straps Skimmer shown in Aluminum straps 13. For slopes less than 3HAV,rolls may be placed in horizontal strips. I MIN.18"INTO SOLID -F
floating position with Blue ti suspending 2"Vent P GROUND
floating pOS/tlOn suspending
4"Sch 40 pvc float
horizontal intake with Orange tip
horizontal intake
coupling 4"Sch 40 4'pvc float (1) Coupliing can be removed and hose attached to outlet using the threaded nipple.
connection 1 -' ENGINEERING & ENVIRONMENTAL DATE:
2�" cO1'pi'"g , _ At the corrugated metal structure, provide a steel stub out welded on the side at the 10/29/2024
Connection SCIENCE COMPANY
or"arm" SCIENCE SOLID pvc barrel `-, �+► 33" ,� bottom with a threaded coupling or reducer. Steel stub out shall be same diameter as -//�lJ
3008 Anderson Drive DRAWN:
�•,,� 3"Sch 40 SOLID pvc barrel threaded male connection below the SCH 40 solid PVC barrel or"arm" as shown on R
SUPPLIED BY USER ( �4 or"arm" 3 � `�/ Raleigh, NC 27609
SUPPLIED BY USER \\ Faircloth Skimmer details. Water tight connection must be ensured to prevent structural (leig 781-77 6 JIB
`l 29" 33" issues and leakage/bypass.
10/29/24
_ 3"orifice/ ,.� 4"orifice/ Erosion Control Details REVISED:
`� Note: SCH 40 solid PVC barrel/arm should be between 6' and 10' in length. ` lI�I'III"`'''
inlet g �.�,0�� al�,y99,,,,, Brickhaven Mine #2 Tract B
- Inlet r Note: Design Flow Rate for 2" Skimmer: 0.038 cfs SCALE:SCALE:
---�" PatentN:5,620,7s1
PatentR:5,820,751 Note: Design Flow Rate for 2,5" Skimmer: 0.072 cfs QQ� '�g� Mine Permit No. 19-08
(Note: Design Flow Rate For 3" Skimmer: 0.11 cfs
SEAL � = Chatham Co., NC NTS
2"hose,ss clamps 3"inlet I 3"hose,ss clams Note: Design Flow Rate For 4" Skimmer: 0.23 cfs = _ 5472
2"threaded male nipple 3"HEAD distance p t 8 Sheet No.
extension from center of 3"threaded male nipple 4"inlet 4"HEAD(distance frorn Note: Flow rates are from Faircloth product cut sheets. = ,►s i General Shale Brick Inc.
Z . r�� ,
onou a en orificef�lettowater on outlet end extension center oforircefi,it®tto Note: The appropriately-sized orifice plate must be installed at time of �•,,�'��� • •• �•����?��.> 300 Brick Plant Rd.
surface water surface construction per manufacturer/supplier guidance. ,,f K $till
Moncure, NC 27559 of: 6

Legend C' -�--
Parcel:0005842
VINFAST MANUFACTURING US ULC,
Intermittent Stream -3700,
Pro erty Line�and 214 N TRYON ST SUITE
CHARLOTTE.NC 28202-267 It
p
Ephemeral Stream 1, \1 I..,WETLAND E
�'Mine Permit Li 11.12 AC RES 'WETLAND�F
c and Wetlands imps Z/" I Q.ng ACRES
----------- 50'Undisturbed Buffers for Ephemeral Streams,Intermittent Streams %% -------- _-�------- -------- N
r-------I-,,,------------------------------7_77_1---------
-------------- A
t
Ditch so,
.4-
Topographic Lines with Designated Elevation
— — — — — — - Current Affected/Bonded Area(Life of Mine Distuirbance)
4y
DBI so,;---------------- Proposed Addition To Affected/Bonded Area(Life of Mine Disturbance) 0.
— — — — — — - Adjacent Property Lines ir
Property Lines&Permit Limits
41
Wetlands
Woodline
STREAM G1
Z,
137LF
Reclamation Considerations -2 STREA
Sp, 123 L
270
1. Maintain undisturbed buffer of at least 50ft from mine permit limits,wetlands
X_/
and natural bodies of water.
2.Perimeter mine excavation slopes shall 2:1 (Horizontal to Vertical)or flatter. ,, % 2,6�
%%
I I\ 'I- I
'
3. Grade mine floor for sheet water flow towards the lakes.
4.Perimeter berms,haul roads,and stock pile areas shall be removed and the Scale: V 300
%
grounds and sloped to promote gravity drainage.The 5'x5'concrete riser and
Parcel:0001142
MANU ACTURING SLL1
outlet pipe will remain at Basin K. VINrAST
"6 214 N TRYONF
J02-26 t
5.Revegetation per the Schedule below. CHARLO1TE,`NC`2U8[2I h
E
Vegetation Plan
7 ---------- �A
I.Spread topsoil over disturbed areas and leave surface reasonably smooth and uniform.
X
ed four to six inches deep.Use such equipment as -7-
2.Scarify surface to prepare a seedbed
Power Pole/Tower Buffer
tilling,discing,tracing,or the teeth on a front end loader.
Z
3.Mix lime and fertilizer with the soil during seedbed preparation.
-5
NTS
Z
4.Seed on freshly prepared seedbed following the application rates for the appropriate season.
%
5.Mulch all seeded areas immediately. X
SO f Parcel:0089609
1)or steeper by spraying with emulsified asphalt. TAYLOR,COLON RUSSELL
6.Tack mulch on slopes 3:1 (Horizontal :: Vertical) 4783 LOWER RIVER RD
Use an anchoring too
l such as a farming disc set in a vertical position on slopes less than 3:1. SANFORD,NC 27330-3172
Mulch netting may also be used on slopes. 230,
401
N 40�'
INS Col.Rs�,]]Jr&01.T\a -, Undisturbed Buffer Undisturbed Buffer
is over 60% 1781 Moncure Flatwood Rd
Und ru Ist
7.lnspect seeded areas and make rep
airs within the planting season.If vegetation — --- — — —
SoAancure,NC 27559 ♦Z
damaged,repeat steps 2 through 5. Note:Ensure access to power lines can be obtained by Progress Energy
Parcel:0067946 Note:No excavation is proposed within the 100'Progress Energy Easement
% ------- MALOOF LISA T,
ein ry — — — — — —
8.Permanent revegetation shall be accomplished at the specified times of the year.Temporary - ------ � \ 1835 MONCURE FLATWOOD RD
permanent vegetation
vegetation shall be applied outside of the optimal times for establishment of pe MONCURE,NC 27559-9718
,\ '- - _- r , rrr r �
John&Rosie Smith
Moncure,NC 27559
1751 Moncure Flatwood Rd
Cross Section B -B' (NTS)
TEMPORARY SEEDING SCHEDULE
240 0
Seeding Date: August 15 to December 15 00, Donald Brown 04
1715 Moncure Hatwood Rd
50'
Moncure,NC 27559
♦
%
Seed Type Rate 10
Rye (grain) 120 lbs./acre
rrr
150
10-10-10 Fertilizer 1,000 lbs./acreo Al-
­235
2,000 lbs./acre
Lime Existing C Wert
Mulch 4,000 lbs./acre Tammy Lynn Brown
4 1628 Moncure Flatwood Rd
Parcel:0061577 cure,NC 27559
GREEN MEADOW LLC
Seeding Date:January I to May I
12601 PLANTSIDE DR —— —— —— — — — — -
LOUISVILLE,KY 40299
Seed Type Rate 260 -13-5'
Rye(grain) 120 lbs./acre
— — — — — — — —— — — —— — — — — — — —
255
2,000 lbs./acre
Lime
-- - - - - - - --- - - - - -
10-10-10 Fertilizer 750 lbs./acre
Mulch 4,000 lbs./acre
Gate
Seeding Date:May I to August 15 Existing 24"RCP 0
Seed Type Rate
230
German Millet 40 lbs./acre
10-10-10 Fertilizer 750 lbs./acre Cross Section C-C' (NTS)
Lime 2,000 lbs./acre
Mulch 4,000 lbs./acre J, PROPERTY LINE LIM AND
MINING PERMIT TS
PERMANENT SEEDING SCHEDULE --220-- Property Line and 100'PROGRESS 25' UNDISTURBED 25- UNDISTURBED
11 Mine Permit Limits ENERGY EASEMENT BUFFER BUFFER--I
sfi —-------------W-r.,—----------In
Seeding Date: Best Possible I I I I
Fall: August 25- September 15 August 20-October 25 r— — — — 7 — — ———— — ————— Gat EXISTING GROUND
Late Winter:February 15-March 21 February I-April 15
225 DUKE ENERGY PROGRESS LLC
PO BOX 37996
CHARLOTTE,NC 28237-7996 2 2
Seed Type Rate
Tall Fescue 100 lbs./acre MINE EXCAVATION AREA
Sericea Lespedeza 30 lbs./acre
Kobe Lespedeza 10 lbs./acre
10-10-10 Fertilizer 1,000 lbs./acre
Lime 3,000 lbs./acre DATE
Mulch 4,000 lbs./acre Cross Section A-A' (NTS) ENGINEERING & ENVIRONMENTAL :10/29/2024
2 C SCIENCE COMPANY
Note 1: Fertilizer and lime application rates may deviate-from above if soils are analyzed 3008 Anderson Drive Suite 102 DRAWN:
for optimum rates. Raleigh, NC 27609 JKJ
5 [phone]
3:
of 14 to 28 gallons/1,000 sq.ft. 0 0 Reclamation Plan REVISED:
Note 2: Mulch shall be tacked with emulsified asphalt at rate 10/29/24
50' .1 0 50' 50' 50' Brickhaven Mine #2 Tract B
on slopes of 3:1(H:V)or steeper. 1.
7 C
SCALE:
Mine Permit No. 19-
00-
Note 3: After August 15,use Unscarified Sericea seed for permanent seeding period.
L 08 Chatham Co., NC 1" 300'
Sheet No.
15472
General Shale Brick, Inc.
zel�
7� - --- - - - QS
1VG1NE?,., e'� 6
-- - - - - rrr 300 Brick Plant Rd.
..............
— — — — — ICK Slti
Moncure, NC 27559 of: