20221205_Mine_Map

SURVEY NOTES:
Skimmer Basin Design - Daurity Springs Quarry
Y"' = 7 22 in/hr
Denuded Area C= 0.30
Drainage
Denuded
Volume
Volume
Surface
Surface
Basin
Basin
SaSment
Calculates
Actual Weir
Basin No.
Basin Type
Area
Area
Required
Provided
Area
Area
Length
Width
Storage
Weir
Length
lac)
(ac)
let)
let)
Required
Provided
(H)
In)
Depth
Length
(ft)
(cfs
cf. )
BID
sf
H
H
SB#15
SKIMMER
7.2
7.2
12,960
1 17,064
6,784
T200
120
60
3
14.7
15
15.6
SB#19
SKIMMER
9.0
9.0
16,200
24,057
7.480
9,800
140
?0
3
18.4
20
19.5
1. T of freeboard is provided for each Basin (4.0' Total max depth). Cleanout Basin when 12 full.
2. 3:1 Side slopes
3. Weir length based on 010 flow through spillway with 0.5 it maximum depth
4. Required Volume Based on 1800 cited * DIN
5. Required Surface Area Based on 435 office - Clio) for Basin
6. Time of Concentration net = 5 min
I•orous Isanle Area (:nary
clarity springs Quarry
Total Basin
Basin # Surface Area (sf)
Inlet Zone
Baffle Area #1 (sf)
(35% of Total)
First Chamber
Baffle Area #2 (st)
(25% of Total)
Second Chamber
Baffle Area #3 (sf)
(25% of Total)
Outlet Zone (sn
(15% of Total)
SB All 6.784
2,374
1,696
1 696
1 018
SB #19 8.480
2,968
2,120
2,120
1 272
Basin Skimmer Orifice Calculations Duality springs Quarry
Orifice Equation
Q=Cd*A*(2gh)A(112)
SB #15
Variables
Constants
Basin Volume:
12,960 -'a,
9=
32.2 fUe-
Head:
0.25ff
Cd=
059
Draw down time:
48 him
1128GO sec
Orifice Area =
0.031681 at
4.562037 sq. in ""• -,
Orifice Diameter=
2.41 in
ILSE 41NCH SKIMMER
Orifice Radius =
1.2 in
USE 2 INCH DIAMETER ORIFICE
SB #19
Variables
Constants
Basin Volume:
16,200 cf
9 =
32.2 H/s'
Head.
0.25 ft
Cd=
0,59
Draw down time:
48 him
172800 sec
Orifice Area =
0.039601 at
5,702546 sq. in
Orifice Diameter=
2.69 in
JUSE41NCH SKIMMER
Orifice Radius =
1.3 n
USE 3 INCH DIAMETER ORIFICE
Q
m QmU
J<0
OCO
� O
NATHAL LEEFEMERSON
Q N
04E/365
v 50' UNE
DB 908 PG 635
AKPAR# 0009663
O VEGETATE
l R �7
i
N 12*25'1 TE P
P
35.04'
PORTION OF PROPERTY PER DEED
N��g4446920'15"E
"
NOT PART OF MINE PERMIT AREA
0.53 t AC
N/F
N.
JUSTIN APLMER
DB 1944 PG 1120
PLAT #2007-87
'
AKPAR# 75091
,
POSSIBLE DEED OVERLAP n
PB20 PG93
�'
NF
ELMIRA WICKER
DB 548 PG 879 -
AKPAR# OOfi5692
ELMIRAN' WICKER
261 PG 394
'
KI
AKPAR# 0009264
r, N1Z27'56"E
"
74.65'
.
N/F
UNDISTURBED
ROY A. WICKER
DB 434 PG 77
VEGETATED Flal
Sal
AKPAR# 0009661
BUFFER
N1Z2758-E
159 36
� L
JIMMY R. THOMPSON . NO3'47'09`
DB 649 PC; 615
AKPAR# 0009036
I
L
EIP
N8
STF
2155 LF INTEF
N/F
WIWE HILL ESTATE
DB 251 PC 4a8
AKPAR# (1009654
219.02 t AC (EXCLUDES'ROAD F
AND POSSIBLE DEED OVERLI
N
LDO234 1 DARK HEIRS PC 425 w
AKPAR# 009337 0
REED o
FFER
z
1,189.14' 8"E 687.27' I
EXISTING
PB 20
EAS
9 E � 5 pG MENT
PERMANENT 1'
STORM WATER OUTFALL #10
LAT:N35'34'54
KAREN W%FOLDHAM
DB 1814 PG 83
AKPAR# 0009308
1. MINE MAP AS SHOWN IS NOT A
BOUNDARY SURVEY NOR 1S THE INTENT
TD AERRE.SENIT AS
A BOIUNiRiW)Y �ilttFiJvfEi.
PROPERTY CORNERS
AND NCGS
MONUMENT WERE LOCATED BUT ARE FOR
LOCATION AND GRAPHICAL PURPOSES ONLY.
2. FEATURES INSIDE THE
EXISTING
AFFECTED AREA AND ACCESS ROAD -,,,ARE
FROM AERIAL PHOTOGRAPHY
AND
j
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 i
3710960600J, DATED
FEBRUARY
2, 2007.
--
-EXISTING
--
RESIDENCE
--EXISTING
--.-.
BARN
FUTURE
AUTOMATED
RAIL SCALES
,
I N/F
LAND PRESERVAION GROUP LLC
EXISTING RESIDENCE
�`
UB 920
`
TRAT -
TRAT 1-A
PLAT #2013-122
Z
I
AKPAR# 0069713
AKPAR 0089634634 �
N/F
e"I -
- r-FUTURE
RAIL SPUR
GOLDSTON TOWN UMITS
(APPROXIMATE)
--_
PERMANENT -I,
STORM
WATER OUTFALL 9
LAT:N35.35'0
LONG:W79'19'33"
N /F
ALOTECH REALTY DEC
DB 1953 PG 801
PB 12 PG 49
AKPAR# 0090401
\ 50' VEGETATED BERM
\ULTIMATE
AFFECTED AREA (TYP)
50' UNDISTURBED
SRR•SR•4F"r „.„VEGETATED BUFFER
_1
1
1ROK
_HAUL
-
/EasnNGJ
1 I
I q BERM -_----- -
_
I
OVERBURDEN #1
i�
I 1f
; n STORAGE AREA
\ It
e,. rl 11.5 AC±
NNII
BERM
• \�EXISTINGi
/
1111 ; No
I
�1
- .., EIP -'
PRIMI
DB
N/F
KENNETH McINTOSH
DB 1584 PG 383
AKPAR# 009274
EXISTING RE IDENCE
EXISTING MOBILE OME
General Notes and Legend
Applicant name: BWI ETN LLC
Mine Name: Daurity Spings Quarry - Mine Permit # 19 22
County: Chatham
MINE PERMIT BOUNDARY
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
EXISTING EROSION CONTROL SEDIMENT BASIN
i
a NEW EROSION CONTROL BASIN W/ DIVERSIONS
.40. Ir' `, fKfa VJ L`J w 4L 1.a0' /.}P 135.27' MI
r46' 2"W \ - N89.4,'l 5'W
KENNETH /MdNTOS 1 /
205E SUHUN DB 679 PG 688
679 682 \AKPAR# GO,,, 1pp ' UNDISTTTILIRBED
)/EGEfATED BUFFER
JESSEE
/f. M
FULLER
339P I PG 549 n
AKPAR# 0009660 n
PE:
I w
'STORM WATER OUTFALL #9
LONG:W'34'54' N/F�
ONG:W79'19'45" ascAR 1 FG liS
OR 341 09 9 z
AKPAR# 0009659
I
J-
100' UNDISTURBED
VEGETATED BUFFER
N/F
KAREN W. OLDHAM
DB 1814 PG 83
AKPAR# 0009308
I
N/F
SHANNA K. REECE
DB 1738 PG 959
PB 99 PG 168
AKPAR# 0087681
I
PAUL J. SHIELDS
DB 825 PG 374
AKPAR #0009209 I ✓..�
r
p NC
PERMANENTS
r� STORM WATER OUTFALL #2
PIT DEWATERING LOCATION - -
LAT: N3535'06"
LONG: W79'19'19"
FUTURE LOAD
TURBEDi'
JFFER
N '•
N C1.
Q N
z MP
STORM
WATER
LON
S61
136.85'
56910.40'E
1 187.56' S68.05.55"E
90.93'
PROPOSED MINING AREAS
CATEGORY
AFFECTED ACREAGE
Tailings/Sediment Ponds
8.5
AC
Stockpiles
(Inside of Plant Site)
8.2
AG
Waste/Overburden Piles
28.9
AC
Process Areas/Haul Roads
18.2
AC
Mine Pit Excavation
86.0
AC
Other Misc. Areas
(Berms
Temporary Diversions
Future Rail Area)
21.8
AC
Total Affected Acreage
171.6
AC
Total Permitted Acreage
219.02
AC
S6757'59-E
MP "% 74.05'
M •p/W _ 56 '29' 15"E
,Vp 100-72'
MP S63.18.51"E
99.51,
55& 17'20"E
-. MP 100.10•
S48.55'35' E
99.29'
* (Per Recorded Plat Boundary)
E
__-L:._.__ --_-_-
......-- FUTURE PLANT SITE
51 587
��� � P 52350'14-E
RAIL LOADING AREA I \ Ds S29.4
12.7 AC± - 18.29
.-- - EMPLOYEE MP
-__ 47-5
--- - MP S27
_____ ________ _____ 11EX TIN(�t __.- _ - PARKING /" \ M 524
-..�_ t3EDIME FI v 1 A`. 25.0
BASIN 4 \ X \ MP S22
54"E
\\ �- _ HAUL Ri3 -.,-.. _" - TFAD \\`` \` 46.73'
1 - - -- >v
1 EXISTINC`j ( �!'_------- �-*C � I I REFS __ I 1' �\ `\ '^' \\\ �, S21'41'44'E
SEDIMENT/ r •r� I .w„ \up
\ BASt" -�'� I cC y I TiOUSE �...`�
IREQED _ F
/cLq
SYSTEM _ � ULAR `,
REINESV i �I C� �- ~ } .,WATER NK `� `
- - _ L
1 \\... POND \1\ ~. _j BERM OlkCRETE_AD I ..
I ,ISHWATER POND
¢VERBUR�N1D4 =\ `\ i 26 AS
EXISrINGJ/7. �; STORAGEIARFA \\\ `, ' ; �-�"� "� AGGREGATE
BERM 1AC+ \\r_�
8.1 PLANT
! 1\ \ STOCKPILES I"
Y ♦ FINES _
_ I --mil _ i' 1 1 ♦ ECOVER� - , --_\._ `\ Q li II II I e \
�EXISTIN , I I - t -. _ _
BERM i' - ND 11 r FINES - _EL 47TRIG \ i7 ,' L--,__II IJ
-FT�USE NEE, - V 'r-WEL _
1 RECOVERY ii - r __ - .-\ I Jr=o ll 11 rl
EXISTING) 1 ` ` BOXE / _ III I I II p CONVEYOR I i- \
BERM ill i 11 ROCK6/DT� I�\V / ii ' ELECTRIC / 01 \_ ' rlrl n Itom) II
----------J _ `\ r, , '{ �i a II `
-- --� �,. 1 - '� 1 TRANSFORMgR ,..4 r \ I - n II i / 11
HAUL ROAD , 1 - _ 1 _ r� i
i'- --- - u 1�� \_-- ---- _--_'�.. -�• 1 rE=_'11 M1_
HAUL ROAD 4 s= - -Ir l -PLAN
- - 1y
T SI ^"
I�.'I\\ ' I\/ 7 AC\I11EXSTI XA
I I I II ; / 11,1„ I f ^' \ 1 `�1(; / SEDIMENT
ITt ! I I y' 1 I 1 1 I `\7 CONNEX BOX A ` BASIS
ISTIN ; i -... ;1' i 111` I \\.:.. CONNEX BOX B
t i
1 1 1
a�� ^ I i i -_II .i - - - 1 \\\ i I\ \``I SC�jLE�---GONNEX BOX C
HAUL'------ :ROAD` `� \\ I SCALE' - 1 SHOP .�.ti�I: -
t r r
e � I I I I I ,/ v `. - HOUSE X32
I I r -, , `---'vv (MODULAR) ----. _ T-r ----
32
i'...- ELECTRIC a
IIKANSFORMER
50' VEGETATED BERM
SURVEY LEGEND:
EXISTING IRON PIPE 0 EIP
COMPUTED POINT o CP
MAP POINT 0 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
PRO) #8818
* PLAT BOOK 2020 PG 0093
* AERIAL PHOTOGRAPHY TAKEN BY
WITHERSRAVENEL, JUNE 2022.
0
hO�
q�H\VG� P�
tZ
J� oo GOLDSTON
'f pZF pVF.NOE
000511"
G N Ra W
00�
ROD
5 CHNPE� aNU�N
Rae SIZE
-100' UNEXCAVATED VICINITY MAP
VEGETATED BUFFER
GRAVEL YARD/ROAD
LIMITS (TYP)
,PERMANENT
STORM WATER OUTFALL #4
LAT:N35'34'58"
LONGW79' 19'05"
FUTURE RAIL SPUR TIE
TO EXISTING RAILROAD
PERMANENT
STORM WATER OUTFALL #5
LAT:N3534'54!'
------ - 17 / t 1 of I , „ + i LOEXISTNG1 ACCESS
LQ.��+'�,'�♦\; in .` i I /fir r , I H/C PARKING Ilu �' x ' W RAIL CROSSING
1 "= 2500'
�. \ L, I I /Q� I I-- I (EMPLOYEE/VISITOR WELL II 1\I G EXISTING
0 ♦/ �� / l i. i �' t.,._ tiP�. - .,^: \. PARKING - i�l �= GATE -----
4
-_�_ t / / ti-:.•.:�..�..-�. GRAVEL DRIVE ______L__ _ _____ I ___PAVE-6 ACCESS -DRIVE__ Z�
PERMANENT � �� / i I / � �'
STORM WATER OUTFALL #8 f l I _ __ ---_Ns9•Ds•z3^w 126Bs3-- --- M
LAT:N35'34'54 ; 1 ` i I j , 1 I - - _-- -FUEL TANK ---- EiP 1e0.15' MP O S21'27.35-E
LONG: W79'.19'38" ^1 1 t-' I I ' 1 I ----_ - CONCRETE PAD N�g3s'su'w 121.72'
I/ _ 1
30'X3O' I I N89'36'58°W
20NCRETE PAD I I 36.50'
50' VEGETATED BERM • I I , '4--_ _ r I I h^- _ _ TI ¢1\
s N/F
stu r IXISTING PIT SG n. S DBA
QUARRY FLAG r 1 I 1 I I DAURItt SPRINGS DUARRY LLC II
- �I I, ' 11 PB 202#0 PG 0114 II
IDB 2235 PG 0243
- r n
AKP (X19647 ��- AR 0 I
I � 1
50 UNDISTURBED BUFFER
_ N
vv
\\ \\ r- _ j POSSIBLE DEED- OVERLAP
PB20 PG93 7 9 ro�pti�i
(NOT INCLUDED IN MINE
\ \ 7 I PERMIT AREA) ,�i
- �+t '/ 589'45'20'E
" \\ s _ S89'4s23'E UNDISTURBEDBUFFER1. // 11.30, G y �isl
50' UNDIS
- - _ S89'39'4iE 1003.3T 0.25 AO `
\ - _ \ _ __--- �589'4520"E 504.05' e�/C���
I tidy
EXISTING f -- �" \, ' PERMANENT LAND PN/F GROUP LLC
_
AFFECTED AREA (TYP) 15
t /'I STORM WATER OUTFALL #6 \ US 35T1 PG \
�� f Is., p^o •� ii LAT:N3534'46" PB 2016 PG 2
1
LONG:W79.19'05 \ AKPAR# 0009646 /\
r
- OVERBURDEN
- ---- FUTURE
OVERBURDEN #3 - /� � ' TEMFENCPORARY URD
l STORAGE AREA / I - : ULTIMATE PIT ~��""*'-+`-'-,� I / 14.B AC±' �I, SKIMMER BASIN 15 8.5 \ - \ `. / LAND PRESERVA'RON GROUP LLC
' ; L ISOLATED/ �: TOP DAM:383.00 OB 1777 P p 1054
TEMPORARY _ "�" _ DED)�� rr AKPARJ 00075440
PIX1U A
h DIVERSION
~ r TEMPO
y 2 DIVERSION \ \
/ r DITCH \
PERMANENT -- --- - \J
STORM WATER o Tr -
L LONG:W 34 39"
FALL #7
152 BE 56 LONG W79 19 24 MP„
i FLAG Y52 lF INTERN O �0 y' MP 148-18' MP S89`42'25"W to63sa• MP y
�'\. 'i'39 589'29'11'W
_ 50' UNDISTURBED VEGETATED BUFFER `V _
�J ��P ��4J N/F V.95' EXISTIH B 2018GPC 1EASEMENT 1160' AC
ROBERT P. DAVIS
UB 1191 PG 105
AKPAR# 0009293 \
J ^ ro
100' UNDISTURBED r S89`02.287 141,4.06 P GOP ��y�
VEGETATED BUFFER _ -oQ�" O cm
SKIMMER BASIN #19 Q- J
100 LF TOP DAM:381.00 p y(-j�jl
DARRYL KF ISLEY / A +" /
DPB 819 PC PG 939 I r M
AKPAR# 0065363 /
0 100, =I 400' app' cn o
Ed N
ARRYLN/r K. ISLEY
PB 901as Pc 1029 9d���ggg SCALE: 1' , 2(p' z
AKPAR# 0061
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INITIAL PLAN DATE: XX/)C(tXX)C(
REVISIONS:
Rev 1 - 11/30/2022
BWI ETN LLC
Ownership Change/Transfer
WR Job No. DATE
2211560.00 2022.08.10
DRN:WR DGN:WR CKD:WR
EXISTING
CONDITIONS
MINE MAP - 2022
C1.®
H