20191015_Mine_Map

t
JI
L',
i
7tlNti
A
EAST
r`
�
`' — __Fya�ll V ' ,4 `
1 t
�adcs6a 1 33 J (ve=
24'1t3213328�.,
13 -
YR 7335 '`` SR 1324 ��^,/C_/ FI
MIN�E� I �ck6a
AStore6
36
3YI6 t157 a
f —
e
13G.a
.
369
VICINITY MAP
I" = 1600-FT
t
A MATCH � a
w
RECEIVE-
PROPERTY DATA: PIN #: 358300182996
OCT 22 2020 ZONING: RURAL
LANDQLJAL17Y REF: DB 1461, PG 47
;rlutttylt,,f
PROPERTY OWNER & MINE OPERATOR: WESTSIDE MINERALS, LLC
PO BOX 6025
KINSTON, NC 28501
TEL: 252-52 '-5260
NOTES:
I. BOUNDARY INFORMATION WAS TAKEN FROM COUNTY DEEDS. GIS, MATRIX EAST AND GS3 SURVEYING.
2. TOPOGRAPHIC INFORMATION TAKEN FROM NCDOT LIDAR CONTOURS.
3. MINE SCREENING FROM PUBLIC ACCESS WILL BE PROVIDED BY EXISTING FIELDS, WOODS, 4ND EARTHEN BERMS.
4. ALL RUNOFF FROM MINE AREA DRAINS INTO EXCAVATION AREA.
5. MINE EXCAVATION, OPERATION, AND RESTORATION ACTIVITIES WILL NOT INTRODUCE AN" FILL, STOCKPILES, WASTEPILES,
OR NON -MOBILE EXCAVATING OR PROCESSING EQUIPMENT ABOVE THE PRE -DISTURBANCE GRADE.
6. PORTIONS OF THE PROPERTY AND MINE BOUNDARY SOUTH OF KENNEDY HOME RD ARE WITHIN
SPECIAL FLOOD HAZARD ZONE AE. REFERENCE: LENOIR CO. DFIRM 3584, MAP 372035840DJ.
PROPOSED MINE ACREAGE TABLE
CATEGORY
AFFECTED ACREAGE
0.00
TAILINGS/DE—WATERING PONDS
STOCKPILES
2.00
WASTEPILES
0.50
PLANT AREA/ OFFICE AREA/ HAUL RDS
10.00
103.20
MINE EXCAVATION
OTHER (UNEXCAVATED BUFFERS & BERMS)
1.30
TOTAL AFFECTED ACRES
117,0
124.90
PERMITTED ACREAGE
�nil
ok:l
2016 AERIAL IMAGE
I" = 500-FT
SHEET INDEX
SHEET TILE
1 Cover
2 S-1
3 S-2
4 S-3
5 DET-1
6 DET-2
DESCRIPTION
COVE[ I SHEET AND PROPERTY MAP
OVERALL MINING PLAN
RECLAMATION PLAN
ACTIVI _ EROSION CONTROL PLAN
MINING AND EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
NeO
Rn„-_
REV. DATE 10.15.19 WETLANDS-DEWATERING REVISIONS
REV. DATE 9.17.19 EXPANSION AREA MODIFICATION
i
1.--�--
i
� +
it
C,
i
it
.......
_--;
— I (KENNEDY HOMI _j
�i SR 1324 (60' F
DONTE LAMONT WRIGHT, ET. AL. /DONTE LAMONT WRIGHT
OB 953, PG 472 DB 953, PG 472—
MB3, PG 69 i
WESTSIDE MINERALS LLC
DB 1461, PG 4'
NEUSE RIVER
WESTSIDE MINERALS, LLC
4043 KENNEDY HOME RD
LA GRANGE, NC 28504
[phone]
[e-mail]
WESTSIDE MINERALS LLC
IDS 1461, PG 4'/
ADELL FOLMES HEIRS
DB 6, 6, PG 185
JEFFRYKENT DAMS
DB 1274, PG 777
GRAPHIC SCALE
400
`` 0
L�w%m#
( 1.0 IN = 400 FEET )
WESTSIDE MINERALS
NCDEQ MINE PEF MIT 54-52
Lenoip County, North Carolina
COVER SHEET & PROPERTY MAP
PATRICK & BARBARA WOELLHOF
DB 1041, PG 357
DATE: MAR. 2019 SHEET
PROJECTID 19406.PE
DRAWN BS
DESIGNED BS Cover
CHECKED LH
SCALE 1"=400'
REVISION # 1 OF 6

I
1 ,
?_
75 V
E
HELTON R. RHODE
�,,� _ — -- — WESTSIDE MINERAL LLC I' JO W. RHODES
ZONE AE FLOODLINES � / / �� K HOME DB 1461; PG 73
\.. \ RN>- _ R� .. ` I DB 1041, PG 229
UNDISTURBED NON -PERMIT AREA
76 _ 1
(LOGGED TREES 2019�GRAVELN RUCTION. - _
NTRANCE. SEE DETAILS. - _ C
, F J
( x
-
i �. - - - - -�
DON LAMONT WRIGHT ET ALS o _ \ — - \
, a
UN ED 7 —50 - _ i C' CONFLUENCE - --- —
j 1-.-` —
\ \A . RIPARIAN BUFF - -Q��� -�- - _llN�1 \�
DB 9�3, PG 472ER ZONE- "I -\�'_- - — ��Toe.� — _S@� -- — I
—= = - -
DB 3 / PG 69 / / DONTE LAMOT��WRIGH°fi J ����--= �� r.o.e /�//
i a =_ _- c 50 FT RIPARIAN BUFFE
50 _R zoNE._ \ ' \ \` i� _ - \�T SUTURE 'CCESS PATH
— — STREAM, TYP. \ ;� __ _ — _ _ —� 4r FOR DAVIS PROPERTY
0
/A , V -]REF. DB 14 PG 73
30 t Irl - -z_—_ MINE
FUTURE PIT 4 EXCAVATION 11 CAL i, `�' %' \ 'OBTAIN PERMITFROM
, _
E
30 U DISTURBED BUFFER - ��`
MAX. AREA = 4.5 AC �USACE AND DWR BEFORE
MAX. DEPTH = 10 FT �� ! �� - CROSSING STREAM S
��\ _ __. AND EARTHEN BERM. - �/ i /.' ( )
PROPOSED - - -- — --- SEE DETAILS. 50`
L_ j PNNS i i' _ I
UrL
Fa UNDrSTURBED WETL /b
PERMIT BOUNDARY L=?{_.__ -_- -'T _WF_T WANDeG�\ l k --
W -
-�
121ACRES
15.00" ,—. W -- -7:-_ �; '. „!' � .�` � � --Y--� <.' W �l�so-Fr RIPa __ —• '' '� _ ' �`p � , _, 1 , I -_ ��� .
2 O 19 � - ? -WE SAND AREA' Y � � RIAN BUFFER ZONEUNNAMED T_RIB_B —
wET — REF. VSACE PJD. 2019� wE� � WET _ cra��
_ 'wsr - 50-pRIPARIAN
—
\_ fTUNDISTU -{TIS URBEDWETLAND-BUFFER____ TRIP / I
' —5D-
-_' A IAN
- RBED WETLAND BUFFER - R� UFFER ZONE
, ---"- -
_ J
HAUL RD
SILT FENCE ALONG THE I % \-- STOCKPILES
uw1 �i -
i ., / -- _ —�__ ❑1❑ III � � I ; � ; i - II O
7 1
RIPARIAN BUFFER LINE � � / '� PIT 2 EXCAVATION ��
- 1,11�1
�
n
\ ` ' PTH5 FT 50'
MAX..
0'
_, ,. % I \
STOCKPILES = INACTIVE-0EWATERING BASIN 50-FT UNEXCAVATED BUF ER
l NO DEWATERING,AtLOWED WITH i5-FT EASEMENT FOR
WASTEPILES / ,°rll;' UNTIL DWR APPROVAL 1S OBTAINED -\ I
F I G 73 1\
' DAVIS PROPERTY
RE DB 461, P
PIT I EXCAVATION '
EST. AREA = 28 AC
- STOCKPILES/TOPSOIL -
15 FT � MAX. DEPTH
/ = �- - r I I
„� WASTEPILES I �-. .-' I i
30' UNDISTURBED SETBACK4.
AED!MENT PLUME 1 �
PIT 3 EXCAVATION / ui' v / lI i It APPROX. DEPTH 12
- 1 . --� - �-
- r f APPROX. AREA
- 0 03 ACRE ,� r
;� EST. AREA - 31.5 AC ,
r� uw n ' h �_ ! /
7 MAX. DEPTH = 15 FT / j In _ j,, ��y ! , PATRICK & BARBARA WOE
uek W DB 1041, PG 357
Ir ��
")
-
r
, T r. %Y
� � ��_ rl�,� \ f � 1`:�, - _- - � W� "" � w APPROX. LOCATION bF
W
n I,l, ! ! _- - PIPE CROSSING.
! / �1 j Igll, J , r,,, �V RD• WET ND AREA BY W
I,A
j ,';�,' _ H � - � � ,� y f (WASHED AWAY DURING
� O � i / l ` % � i` - ---- - - NOT VERIFi)_D /90'/l SACS
OP ILIA FER LL 2 ; HURRICANE). OBTAIN
BUT APPROVED BY NC DWR W
0 > - y W ERMIT FROM USACE
MARIL/YNN FER, L GA �N „ �,, A - w I
\ AND DWR BEFORE
MARCIE FERRELL TEAM � � hill ��'
/bB 563,'G; 18 Inn ` mu i'�%i REPLACING PIPE.
_ 1 11 III it fill, / ly.
pER� CONCRETE STOCKPILES TO BE RECYCLED
11141 , i Ills, I',. I "' o W
11 •,: ,\ ,r, ,,, ` .�. _ - wET�ANo ;� W 1W`..PERIODICALLY THROUGHOUT THE YEAR. AIR
ii�il / / / �/ir"(I �/:.=SS,-' -_�` - f �j��ND,URE�T ' W •Y LL-y W TAND w W W W W PERMITS SHALL BE OBTAINED BY THE CRUSHING
� ull
i :I� \ / I , ,r_ ��__ �W6_t ., �, _ AREA E.�.IW •� _ WITH TWO
YR• W "CONTRACTOR WRAP PILES
/ / `w / W W W W w W W NOT v (10111/19) W W LL W ROWS OF SILT FENCE OR EARTHEN BERMS AS
/ nni _ �
iiiit �" / %iu, �CL - - a � VERIFIED BY USAGE !„/ W '
""' %ll, ` / W BUT PPROVEO BY NC Dw W _ 'N TO PREVENT SILT SCREENING RUNOFF. EXISTING ACCESS ROAD
ECESSARY REENI
J! it /\_-p / /PROPOSED STOCKPILES „!I c W W j FOR DAVIS PROPERTY
W
�\
III � W J W •W �Y 'Y W� W
/ In � w ' W W W W W w W W REF. DB 1461, PG 73
WE WTSIMINERALLLG':
ni
1 W
/ / / ri[f/ / •Y W •Y W LL v •' Vr W
146�1,, PG 47 �j P�\
IfII�
i
60' W W WWWW _ W WWW W WW W w W F
,h 1 W
it
( II
AREA BYYS W W
- „ w
4 � -�_ ETLAND -E:So.I--�--�b �
30 �� �QB. �. �.. USACE �' i� ��
30' UNEXCAVATED SET ACK ��� ;- (1611119y,
I
wEr . VERIFIED W
% ! 1 / J � "--��---• _- .. �� 54 . �'f° h� �.9UT �A�OVED BY NL" DWR � r l
W V W W _. I
4 � I
---- 42 - - --
EXIST. CONTOUR
42
MINING EXCAVATION
- - —
PROPERTY LINE
—
ADJACENT PROPERTY
MINE BUFFER LINE
MINE PERMIT BOUNDARY
HAUL ROAD
-
FEMA ZONE AE LINE
—
50-FT RIPARIAN BUFFER
UNNAMED TRIBUTARY
VEGETATED BERM
BUFFER/SETBACKS
— 1
SEDIMENT FENCE
>T➢D—
TEMP. DIVERSION DITCH
TEMP. CHECK DAM/WATTLES
'MARepa4RE-'BVE
MARGARFT­-AARVEY ,MCNALR
W •`
� I
SUNNY HARVEY BLIOF G•WS
W
13 1134, PG, 582` — J
GRAPHIC SCALE
Jim / 150 0 75 150 300 600
LOC
NOTES:
1. Reference Mining Operations Sequence on DET-1 Sheet.
DATE 10.15.19 WETLANDS-DEWATERING REVISIONS
DATE 9.17.19 EXPANSION AREA MODIFICATION
WESTOIDE MINERALS, LLC
3043 KENNEDY HOME RD
Lp GRANGE, NC 28504
[phone]
LhillClwestsideminerals.com
WESTSIDE MINERALS
NCDEQ MINE PERMIT 54-52
Lenoir COUhty, North Caro ina
OVERALL MINING PLAN
DATE:
MAR. 2019
SHEET
S-1
2 OF 6
PROJECTID 19406.PE
DRAWN BS
DESIGNED BS
CHECKED LH
SCALE N/A
REVISION #

OPHELIA FERRELL
MARILYNN FERRELL GAY
MARGIE FERRELL TEAM
DB 563, PG 148
DONTE LAMONT WRIGHT,ET
DB 953, PG 472
DB 3, PG 69
w w
MARGAR'ET BLOUNT -HAR
I
MARGARET HARVEY wMcNI
SUNNY HARVEY BURFC
DB 113`�4-, P G 5`82 w
DONTE LAMONT WRIGHT
DB 953, PG 472
w w
REF.
WET
50-FT UNDISTURBED Vl;:7. VVET
� AREA w w
PJD. @019w
i
I I I
KENNED
WESTSIDE MINERALS, L
DB 1461, PG 73
SR 1624 6 0_
' ----
— — R/W - - _-
_--_ 'Wa UNNAMED TRI13-'A• 50-FT R PI qRl Nq B — uNNAMED - TRIS C CONFLUENCE \
- UFFER ZONE - - - -. \
- - - l co.e� - -- — -----
— --- -- /X! . _ _ \ \
— TRIpA60 Kali -ism
RIAN BUFFER ZONE
r
r r r r r r r r r r r r \\ \
r r r r r r r r r r r r r r r r r r r .� r r r r r r r r r r r r r r r r ,�✓ gUFFER RECLAIMED PONDSEO WE"flaND ET !� r r r r r r r r r r r r r r r r r r r r r r SEE TYP. SECTION r r r r r r r r r r r r T UNp1STURB
rr - rrr rrr ON DETAIL SHEETS _ rr r r� r� rrrrr 50F w
rrrrrr,�rrr,--
w
rrrrr,-err,-rrr,---,�rrrrrrrr.--rrrrrr w w w w w d W ww� r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r w WETLAND AREA ''BY w w w
w
� S.E.GwI (10/10719) °'
NOT VERIFIED -BY USACE w w r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r w BUT APPROVER,E;Y NC DWR-
w
r,-rrrrr rrrr,�rrrrrrrrrr,-rrrrr,--,--rrr,-ter w , w w w w
rrrrrrrr rrrr,-�rrrrrrrrrr.-'rrrrrrrrr,---' „ ""� w w w w w w
rrrrrrrr rrrr,-rrrrrrrrrrrrrrrrrrr ,• w w w w w` w w w ww
WET
WET
w
w rrrrrrrrrrrrr,�rrrrrrrrrrrrrrr - w w W w w v w w '
rrrrrrr rrrrrrrrrr,�rrrrrr--err ��WEry�` '� w w w ,w w w w w w w
�rrrrrr rrrrr rrrrrrrrrr __,�� gUFFER _WST
rrrrrr rr rr rrrrrrrpWETUT WET��w
FTUNp1� WET
r r r r r r r r r r r r r r r 50 VN3 w w w w w WETAND AREA, BY.S.E.g.l
(10111/19) w
w
r r r r r r r r r r r r r w w w w NOT VERIFIED @Y �USAC,E w w
w
,9UT,i4PPROD`ED ®Y NO DWg w w w w w w
w
WESTSD,EwMNERALS, LLC
�rrrrr rrrrrr,� �,� w w w w w w,www w w
rrrrr rrrrrr w w w ww w w w w www 013 1461, PG 47
�N�1QEgUFFER/—
r r r r
slog
1 �E
y
w w w w w
w w WETLAyD AREA BY-S.E.S.I w w w w
w w w w (10/II/19)
w w w v w w w VERIFIED B'Y US'ACEw w w w w
'9UTAPPE30YED BY NC DWR w
w W w W w w w w w w i
w W w w W w j GRAPHIC SCALE
v w w y w w I
w w w 150 0 75 150 300 600
w w y w y w w
WESTSIDE MINERAL% LLC
304 3 KENNEDY HOME RD
LA GRANGE, NC 28504
[phone]
LhilllC'svestsideminerals.com
( 1.0 IN = 150 FEET )
WESTSIDF MINERALS
NCDEQ MINE PERMIT 54-52
Lenoir Cour}'ty, North Caroli 1a
SHELTON R. RHODES
JO W. RHODES
DB 1041, PG 229
PATRICK & BARBARA N
DB 1041, PG 35
RECLAMATION PLAN

+ I,
k
LEGEND
42 EXIST. CONTOUR
42 MINING EXCAVATION
— - - PROPERTY LINE
— ADJACENT PROPERTY
MINE BUFFER LINE
MINE PERMIT BOUNDARY
HAUL ROAD
FEMA ZONE AE LINE
— 50-FT RIPARIAN BUFFER
UNNAMED TRIBUTARY
VEGETATED BERM
BUFFER/SETBACKS
—El-- SEDIMENT FENCE
— >TI)D — TEMP. DIVERSION DITCH
TEMP. CHECK DAM/WATTLES
NOTES: I
1. Reference Mining Operations Sequence on DET-1 Sheet,
ILT FENCE: ALONG THE
_ RIPARIAN BUFFER ZONE
9
F
30' UNDISTURBED SETBACK,
1
1
I
OPf E'LIA FERR 'LL
MARI4YNN FERRELL GAY.
MAR / IGIE FERRELL TEAM' `�, _
/DB 563, 9G/1 48
A
I,
/EMR.,"DIVE DITCI
I SEE DETAILS/ \1—�—
I
30' UNEXCAVATED SE
REV. DATE 10.15.19 WETLANDS-DEWATERING REVISIONS
REV. DATE 9.17.19 EXPANSION AREA MODIFICATION
DB 3,/ PG 69 /
DONTE LAMONT—WRIGHT�
G
30
3�7:,
,~ 'WETWETANDA-'
REF VSACE PJD. 2019
.. WEB'"
wEf
_._50- T UNDISTU - W. �' _ _. - 50-FT U
DISTURBED WE
BUFFER
MAX. DEPTH
50-FT-UND STURB WETLAND -__- 6
ET
� W
50-FT RIPARIAN Bl
—EVE ` WE - WET
JRBED WETLAND BUFFER 50-FT RIPARIAN_BUFF
— u
;
SB-3-
-I
I
A 'A ,
STOCKPILES
/
i WASTEPILES
NATION
28 AC
—
MAX. DEP
H = 15 FT
/
V
/
r
SKIMMER SEDIMENT BASIN
��'
_
-
�
DET-AILS
-
-
�, n
n
-
\Nel
t
i
Uri
q
/P OPOSED STOCKPILES
1fIi
d
44
-" --\
60 W W W
w
SB-I
R
/
II�
TD
Q gUFFE --y
/
—
W W
I
ti
I
���.
AREA --
r• W WETLAND BY-S E:G.I
QCK '`��
--
--' "" �� �' (10BY U I
WET, ,. , ' W �,� �- -VERIFIED _ SACE W
/w '� IBUT�APPROVED BY NC'DWR
MARGA-R E -B LL3ltR}T fiAfZ V� Y w
LL W
RGAR,EF'FIARVEY WMcNAO
W wow �y W
_M,
SUNNY�
HARVEY BLAROWS
w W WW W w W W
,Ds
�
11 34, PO 5`8236
,.
A Y
FLoo
�\
WESTSIDE MINERALS, LLC
3043 KENNEDY HOME RD
�A GRANGE, NC 28504
[phone]
[e-mail]
GRAPHIC SCALE
E
( 1.0 IN = 150 FEET )
WESTSIDE MINERALS
NCDEQ MINE PERMIT 54-52
Lenoir (_ ounty, North Carolina
ACTIVE ERO.:ION CONTROL PLAN
DATE:
MAR. 2019
SHEET
S_3
�J
4 OF 6
PROJECTID 19406.PE
DRAWN BS
DESIGNED Bs
CHECKED LH
SCALE N/A
REVISION #

1
2.
Oil
Al
A
1PORARAY SEEDING SPECIFICATIONS - COASTAL PLA11N mun-WeuunU bUIIZIL
ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTIOr1 AND TILLED OR RIPPED TO A MIN.
DEPTH OF 4-INCHES. THE TOP 2 INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED. IF NECESSARY,
LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE SOIL PRIOR TO SEEDING FOLLOW SOIL TESTS AS
SPECIFIED IN THE TABLE.
THE FOLLOWING TABLE IS REFERENCED FROM NC EROSION CONTROL MANUAL SEC. 6-10.
COMMON NAME
BOTANICAL NAME
SPECIES
SEED RATES
Ibslacre
FERTILIZATION & FERTILIZATION AGRICULTURAL
LIMESTONE 10-10-10 LIMESTONE
Ibslacre Ibs/acre
PLANTING
DATES
Rye Grain
Secale cereale
Nurse Crop
120
By Soil Test OR 1000 2000
8/15 - 12/30
12/1 - 4115
Kobe Lespedeza
Kummerwia strata v. kobe
Nurse Crop
50
By Soil Test OR 750 2000
12/1 - 4115
German Millet
Setaria italica
Nurse Crop
40
By Soil Test OR 750 2000
4/15 - 8/15
_KNI/AINtINI JLCUIINb
ALL DISTURBED AREAS
Jr-E_UIrIU/-NIIUINJ - �..Ur-vJ
SHALL BE DRESSED TO THE EXISTING
ir�� i u-�n ^��
TYPICAL SECTIUN AND TILLED
..y ��� - �-•_+
OR RIPPED TO A MIN. DEPTH OF
4-INCHES. THE TOP 2
INCHES SHALL BE PULVERIZED TO
PROVIDE A
UNIFORM SEEDBED.
IF NECESSARY, LIME
AND FERTILIZER
SHOULD BE INCORPORATED
INTO THE SOIL PRIOR TO
SEEDING FOLLOW
501L TESTS AS
SPECIFIED IN THE TABLE.
THE FOLLOWING TABLE
IS REFERENCED FROM NC EROSION
CONTROL MANUAL SEC. 6-11.
COMMON NAME
BOTANICAL NAME
SPECIES
SEED RATES
FERTILIZATION &
PLANTING
NOTES
Ibs/acre
LIMESTONE
DATES
Rye Grain
Secale cereale
Nurse Crop 40 By Soil Test 8/15 - 4/15
Wheat
Triticum aestivum
Nurse Crop
30
By Soil Test
8/15 - 4/15
German Millet
Setaria italica
Nurse Crop
10
By Soil Test
4/15 - 8/15
Browntop Millet
Urochloa ramosa
Nurse Crop
10
By Soil Test
4/15 - 8/15
Kobe Lespedeza
Kummerwia striata v. kobe
Nurse Crop
10
By Soil Test
5/1 - 9/1
Sercicea Lespedeza
Lespedeza cuneata'Dumont'
Non-native
15
By Soil Test
10/1 -4/1
Centipede Grass
Eremochloa ophiuroic
Non-native
5-10
By Soil Test
9/1 - 5/1
KY 31 Tall Fescue
Schedonorus phoenix
Non-native
100
By Soil Test
9/30 - 3/15
Bermuda Grass
Cynodon dactylon
Non-native
25
By Soil Test
4115 - 6/30
Switchgrass
Panicum virgatum
Native
3.50
By Soil Test
12/1 -4/1
3.50 w/ 3 other seed species
carthage, shelter, & blackwell
3.00
3.00 w/ 4 other seed species
2.50
2.50 w/ 5 other seed species
Rice Cutgrass
Leersia cryzoides
Native
6.00
By Soil Test
1211 -4/1
6.00 w/ 3 other seed species
5.00
5.00 w/ 4 other seed species
4.00
4.00 w/ 5 other seed species
Sweet Woodreed
Cinna arundinacea
Native
2.50
By Soil Test
12/1 - 4/1
2.50 w/ 3 other seed species
cheyenne
2.00
2.00 w/ 4 other seed species
1.50
1.50 w/ 5 other seed species
Soft Rush
Juncus effusus
Native
2,50
By Soil Test
1211 - 4/15
2.50 w/ 3 other seed species
Eal
2.00
2.00 w/ 4 other seed species
1.50
1.50 w/ 5 other seed species
Shallow Sedge
Carexpincidea
Native
2.50
By Soil Test
12/1 - 4/15
2.50 w/ 3 other seed species
Fox Sedge
Carexlurida
2.00
2.00 w/ 4 other seed species
1.50
1.50 w/ 5 other seed species
A A A PERMANENT SEEDING RECOMMENDATIONS FOR RECLAIMED EXCAVATION AREAS
MULCHING
SPECIFICATIONS
1.
MULCH TEMPORARY OR PERMANENT SEEDINGS
IMMEDIATELY. AREAS THAT CANNOT BE SEEDED
ACCORDING TO THE PLANTING DATES SHOULD
BE MULCHED TO PROVIDE TEMPORARY
PROTECTION OF OPEN AREAS, SHRUBS, AND
TREES. USE AN ORGANIC MULCH EXCEPT WOOD
FIBERS FOR THE TEMPORARY PROTECTION.
2.
CHEMICAL STABILIZERS MAY BE USED, BUT IT
IS NOT RECOMMENDED FOR VEGETATION
GROWTH. REFER TO THE EROSION CONTROL
MANUAL FOR A LIST OF STABILIZERS AND
FOLLOW MANUFACTURER'S SPECIFICATIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE
PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE
EROSION MEASURES DURING GRADING AND AFTER
GRADING HAS BEEN COMPLETED.
3.
THE FOLLOWING TABLE IS REFERENCED FROM
INC EROSION CONTROL MANUAL SEC. 6-14.
MATERIAL
RATE
QUALITY
ORGANICS
tonsracre
Straw
1-2
Dry; awid weeds
Wood Chips
5-6
Air dry
Wood Fiber
0.5 -1
Bark
35 cy/acre
Air dry; shredded; chipped
Com Stalks
4-6
Cut in 4-6 inch lengths
Sericea:
1-3
Green or dry; mature seed within
lespedeza
seed -bearing
stems
Cover area
heavy & uniform
NETS/MATTING
Jute net
Fiberglass net
Cover area
Excelsior
Cover area
(wood fiber mat)
Fiberglass roving
0.5 -1
Continuous fibers with nontoxic agent
HAUL RD
(TYP)
s_zn CT
NOTE:
1. RE -COMPACT ROAD WITH MIXTURE OF GRAVEL, SILT,
AND EXISTING SOIL UNLESS EXISTING SOIL WILL NOT `
COMPACT.
2. VFCEfATE HAUL ROAD SWALES.
3. LOW AREAS ALONG HAUL ROADS MAY DISCHARGE
AWAY BUT APPROVED EROSION CONTROL MEASURE
SHALL PREVENT OFF -SITE SEDIMENTATION FROM
LEAVING THE MINE BOUNDARY.
CROSS-SECTION OF HAUL ROAD
NOT TO SCALE
SEQUENCE OF MINING OPERATIONS
P}
5,0' Mln' ti�-Illl
2 III=1
ICI -III -
,,,I
3,0' Mi
10Z SETTLEMENT
EXCAVATION
AREA
SPECIFICATIONS:
1. REMOVE ALL TREES, BRUSH AND STUMPS FROM DIVERSION FOUNDATION.
2. CONSTRUCT RIDGE TO FULL DIMENSIONS SHOWN- ALLOW 10% FOR
SETTLING.
3. COMPACT RIDGE BY WHEELS OF CONSTRUCTION EQUIPMENT.
4. ENSURE THAT THE TOP OF THE DIVERSION IS ON DESIGN GRADE
OR HIGHER AT ALL POINTS.
5. SEED AND MULCH IMMEDIATELY AFTER CONSTRUCTION. SEE SEEDING AND
MULCHING SPECIFICATIONS.
1: Obtain NCDENR mine
renewal permit
and other state and local
applicable
permits as
necessary.
2: Repair, if
necessary,
gravel mine entrance
off Kennedy Home Rd.
I Repair, if
necessary,
locked gate at
mine entrances.
4: Stakeout
mine permit
boundary corners
and stake every 100-ft (if
necessary)
to mark around existing
and proposed boundaries and
buffers.
CROSS-SECTION 0 EARTHEN BERM
NOT TO SCALE
5: Construct diversion swales along haul road and vegetate in accordance
with seeding and mulching specifications.
6: Construct perimeter berms as shown on plans and vegetate in
accordance with seeding and mulching specifications.
7: Add perimeter silt -fence as shown on plans and additional fencing if
necessary to prevent off -site sedimentation.
8: Install "Open Pit" warning signs around perimeter of pit.
9, Maintain all stormwater runoff to flow into excavation pit. De -watering
is permitted at locations as approved by the NPDES and CCPCUA
permit.
10. After excavation is complete, regrade side slopes per Reclamation Plan,
prepare seedbeds, and re -vegetate per the permanent seeding
specifications. At least 4-ft of depth shall remain in the ponds with
a min. 2:1 side slopes below the water and min. 3:1 above the water.
Reclaim per
seed specs
TOP OF MINING AREA
UNDIST. FIELDS
TO KENNEDY HOME
STREAM WSEL= 39.0't
STREAM BOTTOM= 36.0'+
Vegetate and Slope
per Reclamation Plan
POND DEPTH MIN. 4 FT
�r
/ r - - - - - - - - - - - - - - � - -
pF\2 / ~ BOTTOM OF MINING AREA S�
POND RECLAMATION NOTES:
1. RECLAIM SLOPES TO 3:1 MIN. VEGETATE PER
PERMANENT SEED SPEC BELOW.
2, POND DEPTH TO BE MIN. 4-FT.
3. STOCK PONDS WITH NATIVE DISH SPECIES. A
STOCKING PERMIT SHALL BE OBTAINED AT NO
CHARGE FROM THE NC WILDLIFE RESOURCE
COMMISSION (NCWRC). CONSULT WITH LOCAL
WILDLIFE BIOLOGIST [phone].
POND RECLAMATION TYPICAL
NOT TO SCALE
REV. DATE 10.15.19 WETLANDS-DEWATERING REVISIONS
REV. DATE 9.17.19 EXPANSION AREA MODIFICATION
> 50' UNDIST.
BUFFER
m
z
UNDISTURBED BUFFER
J,
50' UNDIST. 30' UNEXC.
HAUL EXIST. PIT 1
ROAD TOP OF dINING AREA= 42'+
_..._..0 APPROX.POND,= 37'„+
STREAM WSEL= 37.O't =III
STREAM BOTTOM- 34.5+
MA)'.. BOTTOM = 26'+
HAUL z_
ROAD
UNDIST. WOODS
AND WETLANDS
TO NEUSE RIVER
RECLAMATION NOTES:
1. RECLAIM SLOPES TO 3:1 OR FLATTER.
2. MIN. WATER DEPTH IS 4-FT.
3. VEGETATE PER PERMANENT SEEDING AND MULCHING SPECIFICATIONS.
TYP. CROSS-SECTION OF PIT 1, 2, & 3
NOT TO SCALE
FUTURE PIT 4
TOP OF MINING AREA= 42'+
V APPROX. POND= 37' +
�i N le
MAX. BOTTOM= 26'+
50' UNDIST. 50' UNDIST.
BUFFER BUFFER
m
a .
z
I. I
RECLAMATION NOTES:
1. RECLAIM SLOPES TO 3:1 OR FLATTER.
2. MIN. WATER DEPTH IS 4-FT.
3. VEGETATE PER PERMANENT SEEDING AND MULCHING SPECIFICATIONS.
CROSS-SECTION OF FUTURE PIT 4
NOT TO SCALE
WESTSIDE MINERALS, LLC
3043 KENNEDY HOME RD
LA GRANGE, NC 28504
(252) S66.2407
Lhill«?Westsideminerals.com
Reclaim per
seeding spec
below
TOP OF MINING AREA
BOTTOM OF MINING AREA
TYPICAL SURFACE RECLAMATION
NOT TO SCALE
WESTSIDE MINERALS
NCDEQ MINE PERMIT 54-52
Lenoir CGunty. North Carolina
STREAM WSEL= 37.0't
STREAM BOTTOM- 345't
Earthen Berm
if Necessary
MINING & EROSION CONTROL DETAILS
N
DATE:
MAR. 2019
SHEET
D ET- 1
5 OF 6
PROJECTID 19406.PE
DRAWN BS
DESIGNED BS
CHECKED LH
SCALE N/A
REVISION #

PIPE CLAMPS (2) TO
ATTACH 6" ORIFICE
SADDLE
FLOAT
4" FROM
TOP OF PIPE
..........
TO FLOAT
10" CAP
10" HDPE PIPE
(4) 3/8" WEEP
HOLES. TWO
PER SIDE
FLOAT/WEIGH T
STAINI-ESS STEEL
-BOLT; RUBBER
STOPPER, WASHER, &
8" DIA. WEIR NUT 4)
INLET
�- 3/8" VENT
HOLE
STAINLESS STEEL BOLT
(1) WITH STAINLESS
STEEL HEX NUT (1)
-FLOAT/WEIGHT
BERM/SEDIMENT
BASIN WALL
16" DIA. HOPE
GUARD 10"x6" FLEXIBLE
/ COUPLING
0" RIGID PIPE
(LENGTH
VARIES)
g" STUBOUT
BY OTHERS 1
SCREWS TO SECURE
COUPLING TO PIPES
ALUMINUM BRACKETS (4)
WITH BOLTS AND NUTS
8"x6" FLEXIBLE
- COUPLING
12" DEEP DEPRESSION.
INSTALL RIPRAP UNDER
SKIMMER.
NOTES:
1. MARLEE SKIMMER CAN BE FOUND AT LOCAL DISTRIBUTORS IN NC & SC (HD SUPPLY, ETC.)
2. THE 6" DISCHARGE BARREL CAN GO THROUGH THE BASIN DIRECTLY AS SHOWN ON
THE SEDIMENT BASIN DETAIL.
3. DISCHARGE IS SUBJECT TO THE GENERAL NPDES PERMIT NCG 020000.
BASIN #
MARLEE
SKIMMER
MODEL NO.
SKIMMER
SIZE
SB-1
2
4„
SB-2
1
1"
SB-3
1
1"
**MARLEE MODEL 3, 8-INCH,
AND 5-INCH ORIFICE
SHOWN IN DETAIL. DETAIL ONLY
TO BE USED FOR EXAMPLE
PURPOSES. ORDER SIZES
PER TABLE.
MARLEE MODEL FLOAT SKIMMER"
NOT TO SCALE
2' MIN
COMPACTED
24" MIN., GRADE
2' IN
2�1 SL_oPE (MAX)
CROSS SECTION
#57 STONE CHECK DAM
6" TOP WIDTH, 12" TALL
SIDE SLOPES 211
UPSLOPE TOE ---,,POSITIVE GRADE 1,0% MAX.
SIDE SLOPE
211 MAX
FILL SLOPE
PLAN VIE
Upstream
Downstream
TDD #
Invert
Invert
Length (ft)
Slope (ft)
1
43.00
41.00
1187
0.17DID
2
42.00
41.00
916
0.11%
TEMPORARY DIVERSION DITCH
NOT TO SCALE
NCDENR PRACTICE STD. 6.2'r
No.
Excelsior
Temp.
Matting
Check
Y/N
Dams
Y ............. ...............................
1.0
N
0:0.....
WATTLE OR CHECK DAM EARTHEN BERM TO
(SEE DETAILS) CATCH RUNOFF PRIOR TO
ENTERING SEDIMENT BASIN
SEDIMENT RUNOFF If
FROM DITCHES
�J� 18" MIN niA
POROUS BAFFLES, TYP. 700g/m' COIR FABRIC
(N.A. GREEN C-125BN OR ENGINEER APPROVED EQUAL).
BAFFLE 1=1/4 X BASIN LENGTH
BAFFLE 2=1/2 X BASIN LENGTH
BAFFLE 3=3/4 X BASIN LENGTH
0�
REMOVE SEDIMENT AS IT
REACHES 1/3 OF THE
BASIN DEPTH.
MARLEE SKIMMER
DISCHARGE DEVICE
SEE DETAIL.
DEPTH=VARIES; SEE TABLE
^ `
SEDIMENT ... .
FA .... STORAGE �.
BOTTOM ELEV
F'i MIN,
20 FT
RIP -RAP SOLLWAY SECTION
Trap/Basin
No.
Drainage
Area
aC
CROSS SECT ION
NCDOT CLASS B (d50=8")
RIP -RAP ON A LAYER OF 4"
NCDOT #5 OR #57 STONE
ON A NON -WOVEN FILTER
FABRIC TUCKED IN ON SIDES
SEDIMENT BASIN CALCULA?IDN TABLE
Q25 Reqd SA Prov d SA Req'd Vol
Peak Flow (435 x Q25) (18011cflac x M
Cfs Sf Sf Cf
CLASS B STONE PAD
FOR SKIMMER TO REST ON
WHEN BASIN IS DRY.
(4' x 4' x 12" MIN.)
TOP OF BASIN
SEE ELEVATION
EMERGENCY RIP -RAFT
SPILLWAY (SEDIMENT
BASIN I ONLY)
6_' DIA PVC BARREL PIPE
CLASS B STONE PAD
FOR SKIMMER OUTLET.
(4' x 4' x 12" MIN.)
NOTE: SEDIMENT BASINS SHALL BE TEMPORARILY TO ESTABLISH INITIAL
CLEARING AND EXCAVATIONS, BUT SEDIMENT RUNOFF IS TO REMAIN
WITHIN EXCAVATED PITS AND ONSITE
WITHIN THE PERMIT BOUNDARY.
Prov'd Basin Depth Top
Vol D Elev
Cf ft ft
SB 1
23.7
54
23,351
53,421
42,660
193,494
4.0
42
SIB2
SB 3
5.24
5.8
12
13
5,163
5,715
12,959
12,959
9,432
10,440
14,779
14,779
4.0
4.0
42
42
SEDIMENT BASIN TYPICAL DETAIL
NOT TO SCALE
SECURE WATTLE
WITH UPSLOPE AND
DOWNSLOPE STAKES
AND STAPLES,
e,.
„'
� TY
G+ 4
0u 1$
0.TTIN0
SCK
LOPE
"Ir 7Ir *'f `2' UPSLOPE &
,1- DOWNSLOPE STAKES, TYR.
MIN. 10 LF EXCELSIOR MATTING
2' MIN. ON UPSLOPE
NOTES: AND 8` MIN. ON DOWNSLOPE
1. USE MINIMUM 12" DIA. EXCELSIOR WATTLE.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE
BOTTOM OF THE SWALE,
TEMPORARY WATTLE (CHECK DAM)
NOT TO SCALE
NCDOT PRACTICE
12" MIN. THICK
OF NCDOT #5 OR
#57 WASHED STONE
SEDIMENT RUNOFF
FROM DITCH
1,5' r6' WEIR
MATCH
TOP OF
;AC.1- DITCH
NCDOT CLASS NON -WOVEN
B EROSION FILTER FABRIC
CONTROL
STONE
(d50=8")
6' WEIR
,
STONE SECTION WITH A WEIR
TEMPORARY CHECK DAM DETAIL
NOT TO SCALE
NCDOT PRACTICE 6.83
DATE 10.15.19 WETLANDS-DEWATERING REVISIONS
DATE 9.17.19 EXPANSION AREA MODIFICATION
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
TOP STRAND MIN. #14 GAUGE
STAY ANDI NE IR"*N ] !4-GA1GE
BOTTOM STRAND MIN. #14 GAUGE
N
C
C
r STEEL POST
VCH LINED
-ABRIC AND
COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM
MESH OPENING OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFIN`S OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
TEMPORARY SILT FENCE
NOT TO SCALE
(NCDENR EC PRACTICE 6.62)
WES°SIDE MINERALS, LLC
3J43 KENNEDY HOME RD
LA GRANGE, NC 28504
[phone]
[e-mail]
N-r
GRAPE BAEEI,E Y9TEhTM dVEq WIN£ SSflAHO GANA i T fl04T TO ANCHOR
9AFFtE TO 620E OF BASIN AND
AWO $EWPEWI PLASTIC TI6$ 0.i P0.4t6
04 NAB, £VERY le 5ECUflE TO VCPTiCAi POST
� ti
EEK
AI'�
9 M EYZN HIGH
"Ds'Fst.
TORSION WIRE STRAND f
M¢
$,>yA
<y..
SHALL 9E SECURED -1
TO POST TO BUPIP OAT 9 ,
.5
BAPFLE KATEN$AL VARIABLE.00PT.
wry.
T
SECURE BOTTOM UP BAFFLE
FIPPLE M>TEa IAL TO 960UA0 WITH 12 AP(.R9
WIFE MATERIAL
AT 12" MPX]WIq SPADING i
S
/
EM
S J
ILLL
�
NOTES, LA DS f ..\ I',/ff
m
m
a
APL
T. INSTALL THREEI3} COIR FIBER
tc
ON
IS C,
BAFFLES IN SILT SAS'NS AND SEDIMENT
GAMS AT DRAINAGE OU"LETS WITH A T f ,
i O1
A
7mu'
SPACING OF I. THE 6, SIN LENGTH. tit i� ,=- -
}�
11
m
IS °'
-ili�e..
11
2 TWO,2, '01H FISEI BAFFLES CAN BE
V
�.
INSTAIII. Lt l iN ST RISINS AND LAMS STEEL P091 29 PEMn
z
LESS FHA% 20 FT. IN LENGTH WITH A
SPACING OF 113 THE IASIN LENGTH. ,
S. TOP HEIGHT' OF MI R FIBER BAFFLES RAFFLE. MATERIAL SHALL OF SECURED
SHALL NOT BE BELOW[ ABE OF EMERGENCY TU THE BOTTOM AND SIDES OF BASIN
SPILLWAY ELEVATION. DOING 12" LANDSCAPE STAPLES
1640.01
i6A0:91
NOTES:
1. POROUS BAFFLES MAY CONSIST OF 700g/m' COIR EROSION CONTROL BLANKET,
COIR MESH, OR TREE PROTECTION FENCING FOLDED OVER.
2. STAPLE THE BOTTOM AND SIDES OF THE BAFFLES IN THE BASIN WITH 8-INCH
EROSION CONTROL STAPLES. BASIN SHOULD BE LEVEL AT BOTTOM.
3. DO NOT SPLICE THE -ABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
4. SUPPORT POSTS SHALL BE STEEL DRIVEN TO 24" IN THE BASIN AND SPACED 4 FT
APART ACROSS THE EAFFLE.
POROUS BAFFLES DETAIL
NOT TO SCALE
(NC PRACTICE 6.55)
'PIP
NCDOT #5 or /57 WASHED STONE)
8' THICKNESS
PLAN VIEW
100' MIN.
pr4TINIUMM
OOW4
1. PERIODICALLY TOP -DRESS TO MAINTAIN PROPER DEPTH.
MAINTAIN IN A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING THE HAUL ROAD. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR PUBLIC
ROADWAY.
GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
NC MINING PRACTICE (FIG. 12-5)
WESTSIDE MINERALS
NCDEQ WHINE PERPAIT 54-52
Lenoir + ounty, North C irolina
EROSION QONTRCL DETAILS
DATE: MAR. 2019
SHEET
D ET-2
PROJECT ID 19406.PE
DRAWN BS
DESIGNED BS
CHECKED LH
SCALE N/A
REVISION #