20220819_Mine_Map

Skimmer Basin Design - Daurity Springs Quarry
SURVEY NOTES:
PROPOSED MINING AREAS
l'o"
7.22 IrL'nf
Denuded Area C=
0.30
Drainage
Denuded
volume
Volume
surface
surface
Basin
BAstn
SedtmeM
Storage
Cakulatetl
Weir
Actual Wair
ay
Basin No.
Basin Type
Area
Area
Required
Provldatl
,Area
Area
Length
Width
Depth
Length
Length
lots)
I-)
(so)
(of)
(of)
Required
q
Provided
(ft)
(It)
(ft)
sf
SO #15
SKIMMER
J.2
72
12,960
17064
6784
7200
120
0
3
14.I
15
15.6
SB#19
SKIMMER
9.0
9.0
16,200
7 17
8,480
9800
140
0
3
184
20
19b
NOTES-
1. V of freeboard is provided for each Basin (4.0' Total max depth). Cieanout Basin When 12 full
2. 3:1 Side slopes
3. Weir length based on Q10 flow through spilWay with 0.5 ft maximum depth
4. Required Volume Based on 1800 c#ac' DA
5. Required Surface Area Based on 435 sfkfs • Q(10) for Basin
6. Time of Concentratan (Tc) = 5 min
Porous Baffle Area Chart
Daurity Springs quarry
Totaf Basin
Inlet Zone
First Chamber
Second Chamber
Basin # Surface Area (sf)
Baffle Area #1 (sf)
Baffle Area #2 (sf)
Baffle Area #3 (sf)
Outlet Zone (sf)
(35%of Total)
(25%of Total)
25%of Total)
(15%of Total)
SB #15 6.784
2 374
1,696
1,696
1,018
SB #19 8.480
2,968
2,120
2,120
1272
Basin Skimmer Orifice Calculations
Daurity springs Quarry
Orifice Equation
Q=Cd"A"(2gh)A(1/2)
SIB #15
Variables
Constants
Basin Volume:
12,960 cf
g=
322 ft/s'
Head:
0.25 ft
Cd=
0.59
Draw dawn time:
48 hrs
172800 sec
Orifice Area=
0,031681 sf
4562037 sq In
Orifice Diameter =
2.41 in
JUSE 41NCH SKIMMER
Orifice Radius =
1.2 in
USE 2 INCH DIAMETER ORIFICE
SB #19
Variables
Constants
Basin Volume:
16,200 of
9 =
32.2 ft/132
Head:
0.26 ft
Cck
0.59
Draw down time:
48 hrs
172800 Sec
Orifice Area =
0.039801 sf
5.702546 sq. in
Orifice Diameter =
2.69 in
JUSE 41NCH SKIMMER
Orifice Radius =
1.3 in
USE 31NCH DIAMETER ORIFICE
Q
Q
2J
Q"
U�
�= r0
�
NATHAL L% EMERSON
MO.
N
04E/365
� 50' LINE
DB 908PC 635
AKPAR# 0009663
VEGETATEI
N12'25'15'E
P P -
�35.04'
PORTION OF PROPERTY PER DEED
NOT PART OF MINE PERMIT AREA
'
0.53 ± AC
/
dFAPLMER
/
JUSTIN
DB 1944 PG 1120
PLAT gg2007-87
AKPAR$ 7591
POSSIBLE DEED OVERLAP
PB20 PG93
N/F
ELMIRA WICKER
DB 548 PG 879
AKPAR# 00656921
'-
N- 1
ELMIRAIICKER -
DO 261 PG 394
AKPAR# 0009284
N/F
ROY A. WICKER
UNDISTURBE3
VEGETATED /�
/ADKPAR43
# 0009861
BUFFER i't
JIMMY R. THOMPSON
DB 649 PG 615
AKPAR# 0009036
-
EIP
N9
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 j s
3710960600J, DATED FEBRUARY 2, 2007.
EXISTING RESIDENCE
`EXISTING BARN
Q FUTURE
z AUTOMATED RAIL SCALES
I \ LAND PNA/ GROUP LLC EXISTING RESIDENCE�,
1701 PC 920
DB \ - TRAT 1 RAT -A
PLAT #2013-122 •��'- li r rr
AKPAR 0089634
N/F •''°- - FUTURE RAIL SPUR
PAUL J. SHIELDS •� --
1V
GOLDSTON TOWN LIMITS
(APPROXIMATE)
STORM
\ DB 825 PG 374 p':--
AKPAR #0009209
\ NOi 51'5:
28
STORM WATER PERMANENT
#2�
J PIT DEWATERING LOCATI N
CAT: N3535'06"
®,s LONG: W79'19'19"
VP .1
MP
N M
N N
o '
7 Vf
P NE
/ T RM WATER OUTFALL
LAT:N35'35'C
/�r LONG:W79' 19' 1
"E
S68'10'40"E
187.56'
CATEGORY
AFFECTED ACREAGE
Tailings/Sediment Ponds
8.5
AC
Stockpiles
(Inside of Plant Site)
8.2
AC
Waste/Overburden Piles
28.9
AC
Process Areas/Haul Roads
18.2
AC
Mine Pit Excavation
86.0
AC
Other Misc. Areas
(Berms
TemporaryDiversions
Future Roll Area)
21.8
AC
Total Affected Acreage
171.6
AC
Total Permitted Acreage
219.02
AC
S6T57'59"E
74.05'
S6729'O6-E
100.72'
up
S56'17.20"E
- - 100.10,
S4655'35'E
-- M �99.29'
SSA
• (Per Recorded Plat Boundary)
S3739'33"E
19.79,
_S3427'08"E
49.08'
531'326.351'S E
AKPAR# 0090401--••---••-- - - _ _ - - FUTURE PLANT SITE \ \` \ S29'50'1 eE
j -- RAIL LOADING AREA S2T47.54•E
\ n - \\ -1 ` \ F 16.29'
12.7 AC_ _ _
't' �. � I \\ P 5270'
\ LL' - /.. �� E �`-c-' i ` MM 25 88'5eE
. 1xj1�' EMPLOYE
o . .............................................................. IIEXISTIN�1 PARKING /� \'q\ $
\ M
- .•- OEDIMENJI \ 1 \� MP S23'53'2TE
WILUE HILL ESTATE n 11 BASIN j 1 - - _' _--%` 4 \7 \ MM 20.90'
DB 251 PG 408 _ :. � 750'26'E
AKPAR# 009654 \ Z ____-____ ----•• �'�. \„R'-'�/ ` ` .. _ \ 3•
219.02 ± AC (EXCLUDES
AND POSSIBLE DEED
N234 /F
LDO 1 DARK HEIRS
PC 425
AK PAR# 009337
RBE
FFER
N81i 6"E 68727'
f
EXISTING
Pe 920 EI '.
=g. PENT
-PERMANENT �\\\
STORM WATER OUTFALL #10 \\\,
LAT:N35'34'54"
LONG:W79'19'55'
KAREN W/FOLDHAM
DO 1814 PG 83
AKPAR# 0009308
N F
ALO ALTY LLC
19 E
DB 1953 PG 801
PB 12 PG 49
_ _ HAUL ROAU„ - DEAD , , _-
\ 50' VEGETATED BER %FE"XlsTwcl ! r' --- - ----- TREES T- MP 20.541'44'E
EA "f\ { SEDIMENT" i __ _" - _ a E
' ' _ HOUSE S2709.4D
- r' CLOSED�Y�
T] ULTIMATE \` S` f1 rrr- ; - 8EY9TEM ���t�_��,I,. i' dJ107JULAR) `\\
/W AFFECTED AREA TYP FNEs/ i - -ER -
,S ( ) -_ vE -�"� N\ARET NK-��1 ,
�• -. \ RECO RY 1 1 > > \\\
,� POND t 1 f BERM O C E.AD 1
50' UNDISTURBED...
-� ` \ I FRESHWATER PDNO / .___•___.....-.-.- 4 l'
S88'38'45"E a3s.DYEGETATED BUFFER % \ _ \ ••---
M ' ttER$URB�1�#4 2.o Act 1s ^ ` _.
\ `\ ` " � 50' VEGETATED BERM
NG l ' STORAGE f4fiEA \ 1 AGGREGA71E
SURVEY LEGEND:
EXISTING IRON PIPE o EIP
COMPUTED POINT 0 CP
MAP POINT 0 MP
IIEFERENCES:
• ALTA/ASCM LAND TITLE SURVEY
FOR DAURITY SPRINGS LLC
2211 SOUTH MAIN STREET
COLDSTON, NC 27252
E ATED: 07.02.2018
E Y:
KELVIN A. GRAHAM, PLS
'679 NICHOLSON ROAD
CAMERON, NC 28326
919-499-6174
FROJ #8818
• PLAT BOOK 2020 PG 0093
• AERIAL PHOTOGRAPHY TAKEN BY
V'ITHERSRAVENEL, JUNE 2022.
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1 i n P ____--- - _ LIMITS
t ?EXISTING'` _ ,�. _---____ _� BERM ,{ _ -
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\ 1T ` ---- --1!- ` TRANSFORM 1
OVERBURDEN #1 v:''i '- mow___. -e,� HAUL ROAD �"' l ' , I ; i I �r-\'w J_ _)I _ I/r
1 ; STORAGE AREA ---- -- - s
h I _^.dam - ---- 4 \- `----- /�- 7r- $I_, o.- PERMANENT
o
\ I h` y R - -- e\ - OUTFALL #
11.5 AC± __-HAUL OAD________ _� y ,�-a �P.�ANT 5.. / i \\ 4- `(o
11 I 1
---- o r - 7 AC LONG W79 19 05"
, At
` ---� �. �. .... ,. I i I� .a -I i 11111 �;� II 1 �!y
1 \ i/ i \0
w LAT:N35'34'58"
_ I 1 I I 1 0�' I�� 1 ► SEDIMENT t
BASIN J'
-- CONNEX BOX A d /
--- CONNEX BOX
_ ___; � 1 �'__- ISTIN / II I t I I I t
_-�! I' \ I - ( i ____.CONNEX BOX C V / FUTURE RAIL SPUR TIE
IME L I f - -- I I \ .. I _ \ `I ' _� ; (_ TO EXISTING RAILROAD
E)(I�M 4---�4m,. ri �\ �y/.. -.... I i 1 I i--- HAUL ROAD 1 \\ �\ I SCALE. SC7pLE SHOP
/ 4 i ' ` `\ \ `J HOUSE --- 32'X32' PERMANENT
I
, / I l I� ,' I t-__� (MODULAR) y , ,' ___------r /J STORM WATER OUTFALL #5
LAT:N35'34'54
ELECTRIC L
SIRFAM 02 - - - '� I l , - 1 I "TRANSFORMER it , ,.- - / - ` LONG:W79'19'00"
673 LF INTERN / 19518
/ /1 + " �/ EXISTING ACCESS
-HAUL -- I / , I I I) i IH/C PARKING '..I �i� - .yi'' ' W RAIL CROSSING
-- _- -HAUL. `- / . 1 /
lL, �.�<.. G.... ..
®�J / In , I _ �- Y` �'," Ili �, EXISTING
\ �, IP/ I I- 1 EMPLOYEE VISITOR WELL -
�,1- - - - - - - - PARKING ;;i \•�. GATE
---
- I 1 _-_. ._� �..__ -- _. _. ---' �-- ----._--- � -. _PAVED ACCESS DRIVE
'
'P I 196. 9' P 135.27' MP / / , I I I 1 t~ <�- -
N89'46' 2'W / I r GRAVEL DRNE - .__ __ _ _____
N69'4Y75'W 1 /
I I PERMANENT / , + I / -" - ^� M
.- N/F - r I I 1 / / N89'05'23'W 1288.53' 2� S21'27'35"E
r1 KENNETH MCINTOSH / / •�.. STORM WATER OUTFACE #8 f - I / N v3s'se"w 121.72•
N F -:-- - y / FUEL TANK
I 1 PRIMROSE BUTTON DB 679 PG 688 LAT:N35'34'54" I FJP 1P0.15' MP
DP\AKPAR# 0071677 1 UNDISTIUiRBED r ) I 1. / -I CONCRETE PAD �I. ,
DB 679 c 662 v�GETATED BUFFER LONG: W7T19'38" ! i i i ; 30'x30' N69'36'58"W
N/F / I ) _ I" CONCRETE PAD r 36.50'
KENNETH McINTOSH N//F
DB 1584 PG 383 JESSEE C. FULLER N ( I I 1 - I
PAR# 009274 OB 339 PG 549 20'x36' II ��
AKPAR# 0009860-a_ _ r f
/ PERMANENT I 50' VEGETATED BERM 1 ,UL
i I FSC II, LLC DBA Z
STORM WATER OUTFALL #9 N FLAG I i �` PlT i DAUR TY DB SPRINGS
235 PG az RRY La
�LAT:N35'34'54' 7504 I M PB 20PG 0114
EXISTING RDENCE N F� ^ / i
ONG:W79'19'45" OSCAR EDWAR115 \ C a AKPAR#0009647
DB 341 PG 12 Z I 1 I `- I 1 ~ I1
EXISTING MOBILEIOME AKPAR# 0009659 --- ----_____ 50' UNDISTURBED BUFFER
General Notes and Legend
Applicant name: FSC II, LLC dba Daurity
Springs Quarry
Mine Name: Daurity Spings Quarry -
Mine Permit # 19-22
County: Chatham
MINE PERMIT BOUNDARY
e..ass -".® ass ®®®®®®®oass .
EXISTING AFFECTED AREA
^-^
ULTIMATE AFFECTED AREA
--------------------------
EXISTING PIT BOUNDARY
PI
�......
VEGETATED BUFFERDART
VEGETATED BERM
OVERBURDEN AREAS
--------------------------
PLANT SITE BOUNDARY
1' TOPOGRAPHIC CONTOUR
5' TOPOGRAPHIC CONTOUR
-
ADJACENT PROPERTY LINE
INTERMITTENT STREAM
-- -
RAILROAD TRACKS
EXISTING EROSION CONTROL SEDIMENT BASI
NEW EROSION CONTROL BASIN W/ DIVERSIC
100,
1 11=2500'
POSSIBLE DEED- OVERLAP
\\ \\ PB20 PG93
^' -NOT INCLUDED IN MINE , `I
PERMIT AREA ;
STREAM \�.\ \\\ { 50' UNDISTURBED BUFFER
0.25 >: AC s63 s•zD'E
631 LF INTERN .ir : __. - /.- I S89.46'23•E S89'39'4TE 1003.37' �l � a/, F
4' S89.45'2D'E 504.05' �CJ
/77777777-- -
�...;r / ,71/, ,fir;7' 7,�'�iii ';' / /i / /
BUFFER
N KARF
OLDHAM
DO 1 PC3 8
K 8/4 PG
AKPAR# 0009308
N/F
SHANNA K. REECE
OB 1738 PC 959
PB 99 PG 168
AKPAR# 0087681
3p;
- - - - - - - - - - - - - -
/ J
AFFECTED AREAISTIN 0-YP
/
ULTIMATE PIT
stREw "'
OF 1fAERM
100' UNDISTURBED
VEGETATED BUFFER
ar�
/
I
A
TEMPORARY-- I
-
DIVERSION
DITCH \
ENT
WATER OUTFALL #7
34'39"
'9'19'24'
j
N/F
DARRYL K. ISLEY
OB 901 PG 1029
PB 89 PG 93
AKPAR# 0065363
OVERBURDEN #3
STORAGE AREA
14.6 AC±
( POND A/
bf�uCLll�
i
-' MP 1411,18 MP
I S89'29'11"W V
3 O=
n Qv
/I
/ /F
RYL K. ISLEY1
DB 901 PG 1029
PB 89 PG 93 ff
AKPAR# 006536y
PERMANENT
STORM STORM WATER OUTFALL #6
ii LAT:N35'34'46"
LONG:W79' 19'05"
/y
TEMPORARY FUTURE
FSILT ENCE OVERBURDEN
AREA
' SKIMMER BASIN #15 $.5 AC±
' TOP DAM:383.00
TEMPORARY
DIVERSION
DITCH
LAND PRESERVATION GROUP LLC \
\ D8 1PG 734 201 /
PB 2016 PG 2
\ AKPAR# 0009646 /
R\ / %
LAND P/
ON LC
1\ DBB 177AT054
1777 PG 1PB 2016 PC 2
\ AKPAR# 00075440
r l 1
MP \ /
\-50' UNDISTURBED VEGETATED BUFFER 8942'25"W
95' EXISTING 60' ACCESS EASEMENT
PB 2018 PG 111 '
ROBERT P. DAVIS
DB 1191 PG 105
AKPAR# 000929393
SCAM 1'.200'
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INITIAL PLAN DATE: XX/XXt)O=
REVISIONS:
RECEIVED
PM 19 2022
LAND QUALITY
MINING PROGRAM
WR Job No. DATE
2211560.00 2022.08.10
DRN:WR DGNWR CKD:WR
EXISTING
CONDITIONS
MINE MAP - 2022
C1.0