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WALTER JOHN G ETUX `•`'`• '`+` \ �' �,� �; �, C* _ i < ;%
DANIELS EVOIRIA CURL ALICE FAYE .`.�. ./ MINE #1 \\ i,i• i• �` i ii/ •` 7 / '� \1 i T _ �`�, ^ 0�,, /� --------------- ,�--- %
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15 oos0000s 36 0100002126 ! ___ L - 1. THE EXCAVATION AREAS SHALL BE RECLAIMED AS FRESHWATER LAKES WITH MINIMUM SIDE SLOPES
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VACANT VACANT - -- D E V G GROUND COVER. THIS IS PART OF THE NORTH
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\ i �_ �; - ---_.._- 2. ANY EXCAVATION AREA LOCATED IN A 100 YEAR FLOOD PLAIN OR FLOODING WILL POSITIVELY IMPACT Licence #C 3641
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%� THE POTENTIAL FOR FLOODING BY CREATING MORE FLOOD WATER STORAGE THAT CURRENTLY EXISTS
COSTIN GERALENE ROBBINS BLUFFS INVESTMENT LLC
�•. // �• DECREASE.ON THE PROPERTY. THERE WILL BE NO INCREASE IN EXISTING GROUND ELEVATION, ONLY A 21 205
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SEE D6AIL / ��-- �---� \\ 'Q O --- \\ \ - --- -- -� \ \ �' I m = c'� o
/ PVT DIVERSION #1 / _ _ x
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MINE 1 — 3 AREA TABLE r�•�-IF �' `— -�„��\ >,y\ ` �� \`\� `�, \\. 1 I // i'' �� / ROAD MINE #2 ��� \\ Q v L
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ACREAGE w Z M
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PARCELS 00600011 V Z 0
01000021 (PORTION)
TOTAL SITE AREA 464.38 Z w
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EXISTING WETLANDS 106.5 FILTER
DISTURBED WETLANDS 0 FABRIC
UNDISTURBED WETLANDS 106.5
NCDOT CLASS A OR B
CATEGORY ACREAGE EROSION CONTROL
MINE EXCAVATION 45.8 STONE 2'-0" MIN.
PROCESSING AREA/HAUL ROADS (OFFSITE) 3.36 4" TO 6" #57
TAILINGS/SEDIMENT PONDS, DEWATERING BASIN 0.60 STONE ON UPSTREAM x FLOW
STOCKPILES 0 FACE Q
Z _ Licence #C-3641
WASTE PILES 0 FILTER w _ ;_�
BUFFER/ UPLAND AREA 308.12 FABRIC "� v i l i-i'i i-i i i i i i-i i i-i i i-i i i-i i i-i i i i i-i i'i=_ ap 1 1 I-1 I El 1 21205
TOTAL AREA TO BE PERMITTED 464.38 CONSTRUCTION SEQUENCE: ] N a - I - -� � -� I -I -� -� � -� - -� �- —1 I -� -�
1. INSTALL GRAVEL CONSTRUCTION ENTRANCE Ill� -I - � ( � -� 11- - -� -� -� 1-� � � � �-� -� _ _-1 -� 1-1 1-� DES. JPN
LEGEND 2. INSTALL TEMPORARY SILT FENCE - IF REQUIRED SECTION
cKO. JPN
3. BEGIN CLEARING & GRUBBING 6'-0" TYPICAL
STONE CHECK DAM SINGLE FIBERGLASS DRWN. EDB
4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN ROVING CHANNEL LINER
PROPERTY LINE / MINE PERMIT BOUNDARY 5. CONTINUE CONSTRUCTION
TEMPORARY DIVERSI❑N SWAGE DATE o, ,2 24
6. STABILIZE & SEED DISTURBED AREAS STONE CHECK DAM MAINTENANCE: �t1joll i
LBE LDE LIMITS OF EXCAVATION INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY ANS NTS `��� C
TSF _ TEMPORARY SILT FENCE AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL ��`� Sj• ��
NOTES:
EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, �2 F •'1'
FL FL 100 YIR FLOOD LINE 1. MINING TO COMMENCE ON AN AS NEEDED BASIS. LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. WHEN NEEDED. SEAL r•
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. O 41�62�'
4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK v••:F 1°�� `�:�O
UNDISTURBED BUFFER AREA 5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF
.NO �c.
NECESSARY TO MEET UDO REQUIREMENTS. THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT �'�`S •••'�N''••
6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN '�� Fp
7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW i� H K.�
BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER SCALE :
. . - - - - - - ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD. IN THAT CHANNEL. 1 �� = 1 ���
WETLANDS AREA 8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL
ROAD AS NECESSARY.
9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW 0 500 1000 1500
THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM,
AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN
DESIGN HEIGHT AND CROSS SECTION.

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CONSTRUCTION SEQUENCE:
NOTES:
1. MINING TO COMMENCE ON AN AS NEEDED BASIS. 1 . INSTALL GRAVEL CONSTRUCTION ENTRANCE
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. 2. INSTALL TEMPORARY SILT FENCE — IF REQUIRED
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. \ Licence#C-3641
4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. 3. BEGIN CLEARING & GRUBBING
5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS 4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN 21 nOC
NECESSARY TO MEET UDO REQUIREMENTS. 5. CONTINUE CONSTRUCTION G G 5
6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET.
7. A 3OFT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW 6. STABILIZE & SEED DISTURBED AREAS DES. JPN
ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD.
8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL CKD. JPN
ROAD AS NECESSARY. MINE 1 - 3 AREA TABLE STONE CHECK DAM MAINTENANICE: DRWN, EDB
9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. INSPECT CHECK DAMS AND CHANNELS AT LEAST
ACREAGE WEEKLY ANS AFTER EACH SIG4FICANT (1/2 INCH OR
LEGEND - r " DATE 01/12/24
0100002101 FILTER GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. 2 —0 MIN.
00600011 FABRIC CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER
PARCELS DEBRIS THAT COULD CLOG THE CHANNEL WHEN ������ fo
PROPERTY LINE / MINE PERMIT BOUNDARY 01000021 (PORTION) NEEDED.
N o
TOTAL SITE AREA 464.38 FLOW �."1�'�••.••••
NCDOT CLASS A ORB z __ O : F ••
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE
L❑E L❑E LIMITS OF EXCAVATION EXISTING WETLANDS 106.5 EROSION CONTROL _ _ �' ' _'•:
THE CHECK DAM AND EROSIOf FROM HIGH FLOWS E:III r•
TSF EAL
TEMPORARY SILT FENCE DISTURBED WETLANDS 0 STONE AROUND THE EDGES OF THE [DAM. CORRECT ALL — € €_i'i€—i €=€i€ € € —€ =€ € €—€ i€—€ €=i € €—i€ €= oo —I I—I 1—I I 041620
UNDISTURBED WETLANDS 106.5 DAMAGE IMMEDIATELY. IF SIGNIIFICANT EROSION =_- I I=III=III=III=III=III=III=III=III=III=III=III= - •
FL FL 100 YR FLOOD LINE 4" TO 6" #57 OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN v'.•FN3 �•
-_I 11=1 11=1 I I I 1 11 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I =1 11=____-III-1 I I-1 11=1 I '��-•'
STONE ON UPSTREAM BE TAKEN SUCH AS, INSTALLING A PROTECTIVE — — — — — — — — — — .� p '•..GIN •. �•
r " Fp .. . �,Q'
CATEGORY ACREAGE FACE ?•� XQ w RIPRAP LINER IN THAT CHANNEEL. 6'-0" TYPICAL ���� H K.6
FILTER ~ ����""'"���,
UNDISTURBED BUFFER AREA MINE EXCAVATION 45.8 w REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS SINGLE FIBERGLASS
FABRIC U AS NEEDED TO PREVENT DAMAGE TO CHANNEL ROVING CHANNEL LINER
PROCESSING AREA/HAUL ROADS (OFFSITE) 3.36 N � VEGETATION, ALLOW THE CHANNEL TO DRAIN
TAILINGS/SEDIMENT PONDS, DEWATERING BASIN 0.60 �O Q THROUGH THE STONE CHECK DAM, AND PREVENT TEMPORARY DIVERSION S W A L_E
- - - - STOCKPILES 0 SECTION A—A URGE FLOWS FROM CARRYING SEDIMENT OVER THE NTS
- - - - - - - - - - WETLANDS AREA WASTE PILES 0 DAM. ADD STONES TO DAMS ASS NEEDED TO MAINTAIN
- - - - - BUFFER/ UPLAND AREA 308.12 DESIGN HEIGHT AND CROSS SECTION. C2
STONE CHECK DAM
TOTAL AREA TO BE PERMITTED 464.38 NTS

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INSPECT CHECK DAMS AND CHANNELS AT LEAST
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STONE AROUND THE EDGES OF THE DAM. CORRECT ALL \
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CONSTRUCTION SEQUENCE:
W Z M
Q /
1 . INSTALL GRAVEL CONSTRUCTION ENTRANCE
2. INSTALL TEMPORARY SILT FENCE — IF REQUIRED O
3. BEGIN CLEARING & GRUBBING Z
4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN ,/ ! \ N O
I / w
5. CONTINUE CONSTRUCTION /
6. STABILIZE & SEED DISTURBED AREAS
/ - Z
INOTES: I I 1
1. MINING TO COMMENCE ON AN AS NEEDED BASIS. _
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. _ -
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. -
4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. \ \
5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS \ /•• / , / /
NECESSARY TO MEET UDO REQUIREMENTS. / \ / \\
6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE LIDO SHALL BE MET.
7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW Licence #C-3641
ACCESS TO H00 \ 1 I 1
PER RD ALONG THE EXISTING HAUL ROAD. I '
8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL I �� \ \ \
ROAD AS NECESSARY. / ,� Gj�� \ \ 12�5
9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. \
DES. JPN
j I /, / , �� CKD. JPN
DRWN. EDB
LEGEND Q�
�QO ��, // \ DATE 01/12/24
-- - - -- - - -- PROPERTY LINE / MINE PERMIT BOUNDARY
L❑E L❑E LIMITS IOF EXCAVATION / / 1
TSF TEMPORARY SILT FENCE ?'
Z: •9:y':
FL FL 100 YR FLOOD LINE / = 0416 0
4;r
UNDISTURBED BUFFER AREA �' FpG�N'� O`%
- - - - - - - . � �� // / l 1\ ( Imo/
SCALE : 1 ' - 100'
WETLANDS AREA
- - - - - - - - � / , � // � I /� 0 500 1000 1500
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Q o F-
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SINGLE FIBERGLASS / , /c/ •\ \ 3 �� \\ J Z Q
ROVING CHANNEL LINER /77-v \ l I TEMPORARY SILT - -O x10 x12 CL \\ \� o Z
\ DISSIPATER m
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INSPECT CHECK DAMS AND CHANNELS AT LEAST BUFFER UNDISTURBED
a
WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR \
FILTER GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. / / G L ,1 \� 1 \ 2 LLB
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DEBRIS THAT COULD CLOG THE CHANNEL WHEN �G�6 N FENCE ® LOE LINE \ � � LLI Z
NEEDED. / \ \ J,n 3, \ \ / O M
1,11 NCDOT CLASS A OR B / ,� J \� ��a 52.5' \\� I �� / Z Q � �
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE / , i _ m
<^ VEGETATED
EROSION CONTROL THE CHECK DAM AND EROSION FROM HIGH FLOWS / G ————_
STONE AROUND THE EDGES OF THE DAM. CORRECT ALL
( _ DISTURBED
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION � r BUFFER
4" TO 6" #57 OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN
STONE ON UPSTREAM BE TAKEN SUCH AS, INSTALLING A PROTECTIVE
FACE 2� w RIPRAP LINER IN THAT CHANNEL. ��' ��- (vim o / /
i � N
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SECTION A-A LARGE FLOWS FROM CARRYING SEDIMENT OVER THE � � � \ ,_-_
DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN 0 s BAFFiL�ES'. / LJo _ o N p
DESIGN HEIGHT AND CROSS SECTION. ATTACH SKIMMER TO \ \ S DE�AIL/ / c cu U M N a
STONE CHECK DAM �\I/ 4" OUTLET PIRE \\ \�\ / , �o ov� / i -j z
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CONSTRUCTION SEQUENCE: �' �' �' �' �' � � J Q Cl) O cU ui
1. INSTALL GRAVEL CONSTRUCTION ENTRANCE
2. INSTALL TEMPORARY SILT FENCE - IF REQUIRED I ( I )
3. BEGIN CLEARING & GRUBBING \
4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN \ �- l TEMPORARY _ \
5. CONTINUE CONSTRUCTION \ �\ DIVERSION #4
6. STABILIZE & SEED DISTURBED AREAS
NOTES:
1. MINING TO COMMENCE ON AN AS NEEDED BASIS.
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. �G��� o 0
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. / ��
4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. / /
5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS ( ( I TEMPORARY SILT N 1
NECESSARY TO MEET UDO REQUIREMENTS.
REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. I FENCE 0 LOE LINE z o
6. ALL REQ I � � �
7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW —— \ U _
ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD.
8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL
ROAD AS NECESSARY.
9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER.
_ M
�
MINE 1 - 3 AREA TABLE � / /-�
ACREAGE �, �, , / / I \ > I 20 HAUL ROAD IN A
Ln
0100002101 / l / \� \\ J I 30' ACCESS EASEMENT
TO UTILIZE EXISTING
PARCELS 00600011 FARM ROAD
01000021 (PORTION) i I i / \ \� I \ Z
TOTAL SITE AREA 464.38 I ��' — 1 / 1 O z
EXISTING WETLANDS
DISTURBED WETLANDS 0
UNDISTURBED WETLANDS 106.5
\ \ \\ \ /
CATEGORY ACREAGE
MINE EXCAVATION 45.8
PROCESSING AREA/HAUL ROADS (OFFSITE) 3.36 � �- \ \• � � � �
TAILINGS/SEDIMENT PONDS, DEWATERING BASIN 0.60
STOCKPILES 0
WASTE PILES 0 �FL — FL \\\ I- '� , /
BUFFER/ UPLAND AREA 308.12 Licence#C-3641
TOTAL AREA TO BE PERMITTED 464.38 / 21205
<'
\\\\ \ \ \ I DES. JPN
cKD. JPN
DRWN. EDB
LEGEND
\\
DATE 01/12/24
-� PROPERTY LINE / MINE PERMIT BOUNDARY
LOE LOE LIMITS OF EXCAVATION \, \ \ \\ \ \ \ \ %`%N C t�,
TSF TEMPORARY SILT FENCE \ \\\\ \�\\ \\ \ �\�\ \\ I O�. • • �••
FL FL 100 YR FLOOD LINE \\ \ \ \\ \ \\ I S AL
\ \ \ \ \ �•
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. •
UNDISTURBED BUFFER AREA •'NG�. ••�•••��•�
!' \\�J; -.-� 0 500 1000 1500 ''�sFPH K 8,P`�
fill;
WETLANDS AREA
i
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MATCHLINE SEE SHEET C3.1

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I Qc o - c
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I •
STONE CHECK DAM MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT LEAST
WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR
FILTER GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. —— I / / , ' /
IC CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER
FABRIC /
DEBRIS THAT COULD CLOG THE CHANNEL WHEN / / `
NEEDED. / J // i/ 00 Ln
NCDOT CLASS A OR B ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE ///
EROSION CONTROL THE CHECK DAM AND EROSION FROM HIGH FLOWS / �� I �i I / , ��• / i, a Z o
STONE
AROUND THE EDGES OF THE DAM. CORRECT ALL /ij"i
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION I // / � 1 I I 20' HAUL ROAD IN A
4 TO 6" 57 OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN / // I I f 30 ACCESS EASEMENT / / i
STONE ON UPSTREAM BE TAKEN SUCH AS, INSTALLING A PROTECTIVE I I I �I I I TO UTILIZE EXISTING / / /,� '4 (D
FACE .7 w RIPRAP LINER IN THAT CHANNEL. /� // � ' I ` 1 \ FARM ROAD
Z REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS \ I
FILTER Ld
a CHANNEL
FABRIC a � U AS NEEDED TO PREVENT DAMAGE TO CHAN E
CV VEGETATION, ALLOW THE CHANNEL TO DRAIN / I
Q THROUGH THE STONE CHECK DAM, AND PREVENT �\� �• `V `1' \ ` I (�
LARGE FLOWS FROM CARRYING SEDIMENT OVER THE \
SECTION A—A DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN // \ \ \� �; \ \\ \ I 1 /
DESIGN HEIGHT AND CROSS SECTION.
I I �) � I
STONE CHECK DAM \ ,!, ,I, ,I, \�,\ \ I { \ I .I
CONSTRUCTION SEQUENCE:
QNITS
1 . INSTALL GRAVEL CONSTRUCTION ENTRANCE
2. INSTALL TEMPORARY SILT FENCE - IF REQUIRED I / IQ I I I Op
3. BEGIN CLEARING & GRUBBING
\ �2
zc� �
4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN /
5. CONTINUE CONSTRUCTION z
N a
6. STABILIZE & SEED DISTURBED AREAS
NOTES.
1. MINING TO COMMENCE ON AN AS NEEDED BASIS. 12 \\ �/ /
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. I 1 /
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. \
4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. l I I I
5• BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS I I �I �� 2(0�
NECESSARY TO MEET UDO REQUIREMENTS. /� 1210
6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE LIDO SHALL BE MET.
7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW / — I I
ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD. �]
i \\ / � :; ;:::::: : ;.:. / / / �! _�_ Licence #C-3641
8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL �� �J /
I / / I
ROAD AS NECESSARY. �..:..�... ...../�
I IDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER. 12�5
9. THE MINE WILL BE LEGALLY SUBDIVIDED
TIE INTO 20' HAU'L - I I 1 DES. JPN
I MINE #2 HAULER AD ROAD FOR MINE #2 / � ,,-� \I \I I I CKD. JPN
DRYM. EDB
LEGEND
DATE 01/12/24
-- - - - - - -- PROPERTY LINE / MINE PERMIT BOUNDARY
LOE LOE LIMITS OF EXCAVATION N C A
TSF TEMPORARY SILT FENCE •�• S t •. ' W
?;' .7
FL FL 100 YR FLOOD LINE
�, 0416
do ft
0 'Z IJIN
UNDISTURBED BUFFER AREA
P �
SCALE : 1 " = 100'
WETLANDS AREA
0 500 1000 1500
C3ml