20220720_Mine_Map

PROPOSED MINING AREAS
Skimmer Basin Design - Daurity Springs Quarry
1 „yy, = 7.22 IrJhr
�-
5unwe
Sediment
Calculated
Actl W
us elr
Drainage
Denutled
Volume
Volume
ume
Area
Area
Basin
Basin
Storage
Welt
Qrs
Basin No.
Basin Type
Area
Area
Required
Provided
Required
Provided
Length
Width
Depth
Length
Length
(cfs)
t•cl
tact
tan
(en
(tt)
(tt)
58415
SKIMMER
7.2
7.2
12960
17064
6,784
7200
120
60
3
14.7
15
15.6
SB#19
SKIMMER
9.0
9.0
16,200
24,057
8,480
Q800
140
70
3
18.4
2D
19.5
No ICJ
1. 1' of freeboard is provided for each Basin (4.0' Total max depth). Cleamut Basin men 12 full.
2. 3:1 Side slopes
3. Weir length based on Ot0 flow through spilMay With 0.6 It maximum depth
4. Required Volume Based on 1 NO offac' DA
S. Required Surface Area Based on 435 sf/cis' Q(10) for Basin
6. Time of Concentration ITC) = 5 min
Porous Baffle Area Chart Daurtryspnngs wuarry
Total Basin Inlet Zow First Chamber Second Chamber
Basin # Surface Area (s-E Baffle Area 41 (sf) Baffle Area #2 (so Baffle Area 43 (sf) outlet Zune (sf)
(35%of Total) (25°/of Total) (25%of Total)(15%uf Totaq
Basin Skimmer Orifice Calculations
Daurity springs Quarry
Orifice Equation
0=Cd'A'(2gh)A(112)
SB #15
Variables
Constants
Basin Volume:
12,9W of
g=
32.2 f fsi
Head:
0.25 ft
Cd=
0,59
Draw down time:
48 his
1728UO sec
Orifice Area
0.031681 sf
4. 562037 sq. in
--
Orifice Diameters
2.41 in
USE 4 INCH SKIMMER
""•�•�
Orifice Radius=
1.2 in
`
USE 21NCH DIAMETER ORIFICE
SB #19
Variables
Constants
Basin Volume.
16,200 of
g=
32.2 nisr
Head:
0.25 R
Cd=
0.59
Draw down time.
48 his
172800 see
Orifice Area=
0,039601 sf
5,702546 sq. in
Orifice Diameter =
2.69 in
IUSE 41NCH SKIMMER
Orifice Radius =
1.3 in
USE 31NCH DIAMETER ORIFICE
i
SURVEY NOTES:
1. MINE MAP AS SHOWN IS NOT A
BOUNDARY SURVEY NOR IS THE INTENT TO REPRESENT AS
A BOUNDARY SURVEY.
PROPERTY CORNERS
AND NCGS
MONUMENT WERE LOCATED BUT ARE
FOR LOCATION AND GRAPHICAL PURPOSES ONLY.
2. FEATURES INSIDE THE EXISTING
AFFECTED AREA AND ACCESS ROA
RE FROM AERIAL PHOTOGRAPHY AND
SUPPLEMENTED WITH
ON GROUND
SURVEY GRADE EQUIPMENT.
3. SUBJECT PROPERTY
IS NOT LOCATED WITHIN A FLOOD HAZARD AREA
AC DING TO FLOOD
INSURANCE RATE MAP
3710960600J, DATED
FEBRUARY
2, 2007.
j �♦ Y'
EXISTING RESIDENCE
`EXISTING
BARN
9
FUTURE
3
AUTOMATED RAJSCALES
\
I
EXISTING RESIDENCE
Aro PRESERVA7oN caouP uc
DB 1701 PG 920
TRAT 1-A
\
PLOT $�2013-122
AV, AR 0089713 //
Z
I
AKPARtM 0089634
v
N/F
r.1 -
FUTURE RAIL SPUR
1V -
GOLDSTON TOWN LIMITS
��.. (APPROXIMATE)
`~ .-.- - - - - . -
PERMANENT
STORM WATER OUTFALL 9
LAT:N3935'0
LONG: W79' 19'33"
N F
ALALTY LLC
DBB 19 F1953 PG 801
PB 12 PG 49
AKPAR# 0090401
N/F \
WILLIE HILL ESTATE
tJ DB 251 PG 408 \ z
Q� AKPAR# 0009654 /
50' VEGETATED BERM
TOTAL PERMIT AREA
�OJ PROPERTY BOUNDARY \
(PER PLAT)) ULTIMATE '
O J� 219.02 ± AC ((EXCLUDES ROAD R/d AFFECTED AREA (TYP)
Q AND POSSIPLE DEED OVERLAPS
UQO 50' UNDISTURBED
to S88'38'45'E 839.D VEGETATED BUFFER
/OHO LESTER 0 RK HEIRS a
DB 1234 PG 425 lv
� AKPAR# 009337
NATHAL NCEFEMERSON N ,�
04E/365 50' UNDISTURBED-
OB 908 PG 635
AKPAR# 0009fi6} to VEGETATED BUFFER I i 11
N89'14' 8'E 687.27' M / 1
N12'25'1. -
3s.04' P MP - - FLAG I i -- HAS1L ROAD n -
�- N88'20'15'E
PORTION OF PROPERTY PER DEE r 84.03•
NOT PART OF MINE PERMIT AREA ;'ExlsERM _ --
\ , I BERM _ _ _ _ _ , J--
DBN/F 0.53 t Ac //'/�tIhOVERBURDEN #1JUSTIN H. APLMER - , 't I �I I STORAGEAREA '� lsaa PG 1120 1 1.5 AC±
PLAT N2007-07 / �6 / \ �I \\ h \ - / +..
POSSIBLE DEED OVERLAP
PB20 PG93 '-//♦`� / - _ _ _ \\ \\� '
N F a}r �.�♦_. r ji �� '--
ELMIRA WICK�R
OB 548 PG 879 EXISTING
Cx, 4 �� - _ - f
S7 _ ___
AKPARj) 0065692� / / �. N 95 PG" ENENT `� -' ' + \♦ - ' ) -
ELMIRA/WICKER �- j ti _�` T_ , EXISTING---* �I ♦/ ' , :-1
DB 261 PC 394-
AKPAR# 0009264 , �♦ BERM
r_ s6 E PERMANENT
OUTFACE 10�\
N/F UNDISTURBED # .♦\ 1
RGY A. WICKER VEGETATED ; A LAT:N35'34'54" 02 STREAM DB 434 PG 77 BUFFER LONG:W79'19'5S* \; 673 LF INTER STR LF N
/KPK# 0009661 N1727'517 p
159.36'. / ( YFLAG
S03
I
JIMMY R. THOMPSON N034T09` / rip M I 196. W P 135.27' M
r 1 N89'46' YW
DB 649 PG PS 139D5' �y0 . N89'41'15"W
AKPAR# 0009036 41_ / 1 .I '
LI / I 1 KENNETH /MCINTOSH /
1 J PRIMROSE F SUTTON OB 679 PG 688 1 ' UNDIST RBED
l�
NOT25'II4'W 899.30'
EIP-'
DB 679 G 682 \AKPAR{1 0071fi77
GETATED B�IFFER
N/F
DI
NTERM
KENNETH MONTOSH
DB 1584 PG 383
AKPAR#009274
N F
IIT;R9C
JESSEE F FULLER N
/ OB 339 PG 549
N/F
KAREN W/ OLDHAM
AKPAR# 0009660 n
DB 1814 AKPAR# 0009308
PERMANENT I w
STORM WATER OUTFALL #9 n
EXISTING RE IDENCE
VONG35'3419' R/F�
LONG:W79'19'45" OSCAR EDWARbS -
DB z
EXISTING MOBILE 0, ME
AKPAR#
General Notes and Legend
FSC II LLC db D 't S Q a �-
Applicant name. a our y
prings u try
Mine Name: Dourity Spings Quarry -
Mine Permit # 19-22
County: Chatham
MINE PERMIT BOUNDARY
sallies, ass ass ..sas ass Oil Gap ass...
EXISTING AFFECTED AREA
- •� �-^
ULTIMATE AFFECTED AREA
--------------------------
EXISTING PIT BOUNDARY
.........................
ULTIMATE PIT BOUNDARY
VEGETATED BUFFER
VEGETATED BERM
OVERBURDEN AREAS
-------------------------PLANT
SITE BOUNDARY
1' TOPOGRAPHIC CONTOUR
5' TOPOGRAPHIC CONTOUR
-
ADJACENT PROPERTY LINE
• ...
INTERMITTENT STREAM
RAILROAD TRACKS
i - -
(�
EXISTING EROSION CONTROL SEDIMENT BASIN
o
NEW EROSION CONTROL BASIN W/ DIVERSIONS
N
KAREN M(F OLDHAM
DB 1814 PG 83
AKPAR# 0009308
N/F
SHANNA REECE
DB 1738 PG 959
PB 99 PG 168
AKPAR# 0087681
PAUL J. SHIELDS
DB 825 PG 374
AKPAR 10009209 I ®✓
I dJ
i
STORM WATER OUTFALL #2
PIT DEWATERING LOCATION
LAT: N3535'06"
LONG: W79' 19' 19"
39'01'E 153995'
FUTURE LOAD OUT RAIL SPUR
3500 EFT
UNDISTURBED
FED BUFFER
TORM WATER
LI
LON
I
568'10'31"E
136.85,
S66'10.40'E
187,56'
SURVEY LEGEND:
EXISTING IRON PIPE 0 EIP
COMPUTED POINT 0 CID
MAP POINT o MP
REFERENCES:
• ALTA/ASCM LAND TITLE SURVEY
FOR DAURITY SPRINGS LLC
2211 SOUTH MAIN STREET
GOLDSTON, NC 27252
DATED: 07.02.2018
BY:
MELVIN A. GRAHAM, PLS
3679 NICHOLSON ROAD
CAMERON, NC 28326
919-499-6174
PROJ #8818
• PLAT BOOK 2020 PG 0093
• AERIAL PHOTOGRAPHY TAKEN BY
WITHERSRAVENEL, JUNE 2022.
S6804'47"E
46.99,
/S6757
/ 74.05'
99.51'
CATEGORY
PREVIOUS
CURRENT
ULTIMATE
AFFECTED ACREAGE
AFFECTED ACREAGE
AFFECTED ACREAGE
Tailings/Sediment Ponds
8.5 AC
8.5 AC
8.5 AC
Stockpiles
(Inside of Plant Site)
8 2 AC
8.2 AC
8.2 AC
Waste/Overburden Piles
28.9 AC
28.9 AC
34.6 AC
Process Areas/Haul Roads
18.2 AC
24.7 AC
24.7 AC
Mine Pit Excavation
20.7 AC
36.4 AC
85.9 AC
Other Misc. Areas
(Berms
21.8 AC
21.8 AC
25.3 AC
Temporary Diversions
Future Rail Area)
Total Affected Acreage
171.6 AC
122.1 AC
183.4 AC
(inc Future Overburden)
Total Permitted Acreage
220.77 AC
219.02 AC
219.02 AC
(Recorded Plat Boundary)
(Recorded Plat Boundary)
S41'29'55'E
104.91'
E
.... -� S31'31'51
_ _ �- FUTURE PLANT SITE \ Mp 80950'14"E
RAIL LOADING AREA 4i\a S29'47.54"E
12.7 AC± -.. ♦\\� M 182T0'
P�� EMPLOYEE �"�' ♦ \ '\ M S2C4
S24'48'S4'E
.............. .......-....e..�..e_.e--' _ - - .�;�"�-'tee. IIEXISTIN&I PARKING f� M 25.50'
.1. •� �..�.-� �:-- •vim-.-.� F4EDIMENjI MP 82,753'29'E
ti�-•...•. - .-ti -titi .-..~ j1 BASIN 11 _ ,�i �'� \ M 20.90'
�.,>\_~-�.-�..-�. �. �. ... .�.�.*........-..-......... .`..- �-�^�. �,•.. _ - 7 \ \ S2Z50.26-E
\\ M 46.73'
EXISTING I/ % ,' ---- -_- -- _��i i /' '^" MP 821'41'44"E
/ _ _ _ REES'"�`( -♦ I \I- ♦\ \ 20.54'
f\EDIMENTi r' , , 0 E
\\L♦ SAS / ---',' CLOSED 'e'^-`-ti\'--:.. i r i HOUSE ti� .. 12,91' "
RECYC -.� �^-..y.`. �.` :' DUL AR 12.91'
FINES// 1 SYSTEM `-�- .'�.��.. T:-;v �<' `\ i 94AT\`+�ti��^ \ \
' / --.1 ♦♦♦ REPOOVERY I1� > \�.Kr/l {I BERM �,(y.0 GRETC T4j{JNBD
' �'♦ \ \ I FRESHWATER POND
/ Q�IERBURDN4 2.0 AC 3-------
'� �xT� `\\ \ \ 50' VEGETATED BERM
STORAGE AREA AGORE{iALiE `4 v t '
Q2 N
A
c� �
.�V m
3- Try R♦ FEyt P• N
�, Rio `a�'G dd
0 3OLDSTON o
hNENdC
N KO •K.
G�NpO �!� S
GOA-050 'IWN
Gaet'' F�•
(O�
hryy
H IO&D t27) =i
5 GHNQEi OHU12C
PogEfi .SITE
�,
EXISTI v I. v 1 .ti t nCC t vv '
18.1 AC•* )\ \\ t FLINTY ,\ ; ,
B°`N STOCKPIL S \\ - II t \� 100' UNEXCAVATED VICINITY MAP 111=2500'
(TY n 4 VEGETATED BUFFER
/� 1 I Y� ♦ FINES \ ♦ C IJI II 1 a \ F- '\
EXIBERM ,, I I ♦\ OND \) ' NE9 - ELF IC = :: �. Ir^-i--1 'yf- - I
BERM / I 1 ♦ ♦ RECOV RY -_LI$E/QA/ i -\ = ydi } L WELL `t \ s GRAVEL YARD/ROAD
PO �. nl + II I14 CONVEYOR ,- \ ' LIMITS (TYP)
_ EXISTING-i + L ♦ {,( , - BO E$r Il4 (TYP)
--_\ BERM iI f + ROCK6/DE� IP(\/J ,' ,' /�� E OCT IR ul _ / tint 11 .it
- 1,-t ♦` _ ' TRANS
♦it
--- ) � ,. � RM + ~4/ ♦n a II
' HAUL ROAD _ _
---- - ------- ----" 1 �. Est - rty- -11 n �-_I , / �'' 'o PERMANENT �//�}'�
' . ----'- I /�- , , _HAUL ROAD _ _ •�' +_- - +r.I - 1'- u' 'RECEIY/E
.' t \I 1 -- - - q/-' a ;'P�.ANTS "iY/ i�"'NA\ w LAT:N35'34'58"OUTFACE #4
1------- - - I ' I i ~' 1; , -. r� 10.7 AC \\ i i EXISTING \ L LONG:W79.19'05"
I_i 1(1 1 SEDIMENT JUL 2 �Z'Z
' j a I
J I r 1I 111 I 11 i I�' V BASINit
'j ill , I I tl \ 1 7 CONNEX BOX A
ISTINGGG,,�- h II I II -_y.' I vv v i CONNEX BOX 8 IvA yt'` �DQUALif*
iMEQrj� I - 1 \ _ _ . _ _ NEX BOX C _ C TO EXISTING RAILROAD DWG PROOMM
II�q ~ I \ GON ,\ //�- I FUTURE RAIL SPUR TIE
1 I
.. I i I I II --- t -11 \\ ♦V I `� A `�I It �__� 1 }I
- i f. i _HAUL ROAD v ♦� ♦♦ CALF SC` SHOP
-- --
2 r i i i HOUSE �,- -r ---- 32'X32':' PERMANENT
' `--- `♦ (MOD LARj -- - \ STORM WATER OUTFACE #5
EL CTRIC-� /' �Q - v LAT:N35'34'54'
iMNSF RMER hi / � _ / t -_ LONG:W79'19'00"
i /%
I l •\I I tii w.<
x - / I I� `'I pfl,"� \i EXISTING ACCESS
y _-} -- i �I ---Iy i t` -- PARKING i {' ��\ \ - W/RNL CROSSING
EXISTING
1 / ,`/ r' J/t i EMPLOYEE/VISITOR WELL 11 �` � Nb
�.• t \ �' / _ \ I \.. GATE
,� , 1 �J PARKING .-
PAVED_ACCESS DRIVE
yes I / N t�y�° T_ � - /
-- GRAVEL DRIVE___ _ _�_ _--_-_-- -- 1 i
PERMANENT ----- M
STORM WATER OUTFALI #8 i i 1 t / N8TU5.23 W 1288.53' FUEL TANK UP e0'15• MP S21.27.35'E
LAT:N35'34'54" N 936'58'W 121.72'
LONG: W7919'38" r CONCRETE PAD �,
L30'x30' NST36'58" W
1' CONCRETE PAD 36.50'
20'x36'
50' VEGETATED BERM • H N/F
1 I 1 + I i I ^- l i FSC II, LLC DBA%.
+ i + EXISTING PIT I �.1 - DAURITY SPRINGS QUARRY LLC
n�G. /(1 I I i 1' ^ DB 2235 PG 0243 Ij
�1 B 2020 PG 0114
SO4 / II li _ . _ 11 1I 1 Y i n P AKPAR# 0009647
-------"�/ i i a: 0 UNDISTURBED BUFFER - _ --- - --- -- '
5 '
t/
_ // CL
- 1 s9 �Y
♦♦♦ \\\ I 2 t POSSIBLE DEED OVERLAP /i /^
\♦ \♦ ' - - P820 PG93
�1- (NOT INCLUDED IN MINE
PERMIT AREA)
♦ , 1 0.25 i AC /,. S89'45'21YE
1 50, UNDISTURBED BUFFER �/ 11.30' 9
__ -_ --- r - 58546'23'E // `e�i,
--- L S89'39'4YE 1003.3T
♦ -- - - 139 4' S89'45'20"E 504.05' �QVfi
EXISTING -Al' �� n/ PERMANENT N F
AFFECTED AREA (TYP) 1 ;; STORM WATER OUTFALL #6 \ LAND PDBS1835�IPC GROUP LLC /\
I -Al r r LAT:N35'34'46" \ PB 2076 PG 2
LONG:W79'19'05" AKPAR# 000s646
TEMPORARY FUTURE /
OVERBURDEN #3 f FSILT
ENCE OVERBURDEN \
ULTIMATE PIT '"~ !054
STORAGE AREA J AREA \ 'a\ / N//F
-/ 14.6 AC± 8 .3" SKIMMER BASIN # 15 8.5 AC± UND P 8 177AYION GROUP LLC
J77 G GROUP
5Um-
100' UNDISTURBED
I VEGETATED BUFff R
MP
TEMPORARY�yI,�
DIVERSION \
DITCH y
PERMANENT
STORM WATER OUTFALL #7 . _J
LAT:N35'34'39" _
LONG:W79'19'24"
am
N/F
DARRYL K. ISLEY
DB 901 PG 1029
PB 89 PG 93
AKPAR# 0065363
MP 1 "n.10 MP
S6T29'11'.W
/ 3 0
I
IA ISLEY1
901 PG 1029
PB 89 PG 93
KPARf 006536
TOP DAM:383.00 OB 1 P
\ \ PB 2
AKPAR# PAR# jY 00075440
TEMPORARY
DIVERSION
DITCH \
S89'42'25'W 1063.94' MP
50' UNDISTURBED VEGETATED BUFFER 89.42'25-W
95' EXISTING 60' ACCESS EASEMENT
PS 2018 PG 111
ROBERT PF DAVIS `.
DB 1191 PG 105
AKPAR{f 000929393
9CAI :1' - 200'
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INITIAL PLAN DATE: XX/XXpO=
REVISIONS:
WR Job No. DATE
22115180.00 2022.07.19
DRN:WR DGNWWR CImWNR
EXISTING
CONDITIONS
MINE MAP - 2022
Call .0