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UNCONTAMINATED EARTHEN MATERIAL GENERATED FROM
. y , aa� r . , - � F OFFSITE SOURCES WILL BE USED TO BACKFILL PORTIONS OF
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" � rr ,. `" � w' y, r THE EXCAVATION AREA. BECAUSE THE SITE IS ACTIVELY
BEING AND MINED, THE EXACT LOCATION TO DISPOSE OF THE
MATERIAL IS UNKNOWN AT THIS TIME. HOWEVER NO OFFSITE
��. x t - €. < tl 7 GENERATED MATERIAL WILL BE DISPOSED OF OUTSIDE OF THE
y�R EXISTING APPROVED EXCAVATION LIMITS OF t 12.33 ACRES
f '4w.fi r r ,R" `!'" 't.;
a e+ ) l THIS OFFSI FE MATERIAL WILL ALSO BE USED TO BUILD AND
RECLAIM THE SLOPES AROUND THE EXCAVATION AREA.
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TRUSTEE �- .dF •. j... / e a e, J ,•; ,� •� �i " .,
WHITLEY,WILLIAM FRANKLIIYx}$• q y
`b TRACT er" `' <°
0E N,MIC iTOTNARU *. ti;. 5.56 ACRES. �F�E�es
NLOW,W'ILL.IA EY -.,4 '". -DAVIP�Pe
TE Y570CKPILE �E�•r� i FR I
°` •. .. hex e `"�•Y`�. i f �� �; ara� AREA EA 0.27 0.27 A ES 9d�`t•� NPce• � sy I I ��"�/" I y �`
WHITEHEAD,JOHNATHAN
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WYL LIAM-PUKE °!r> TRACT 2
PEAKS,Jx IE K 7.02 ACRE
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MITCHELL MARYBROUGHTON,MARION BARTER RO R EY,J ELMOJ LILLE ILIAM F �N
CONSTRUCTION SEQUENCE
v LICLEI,STEPHEN C JR
rx "aF� I I e ALL SOILS, MINERALS, ROCK, GRAVEL, AND WASTE OR OTHER MATERIAL
ro OR BROUGHT" ON DAVID MICHAEL
BROWN \/ I REMOVED FROM THIS
.,.. R
FROM AN APPROVED PERMITTED FACILITY.
1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR
LOCATIONS OF EXISTING UTILITIES 72 HOURS PRIOR TO BEGINNING
$ r 4 ry -M1A 4 r n / \\� CONSTRUCTION (1-800-632-4949).
x M„QR Wgariso svLVIA B LL ,w iFTON :; 2. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS SHOWN
_-k -
AROUND THE PERIMETER OF THE AREA DESIGNATED FOR
PERMANENTLY
ERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED. DO
i L , § NOT ALLOW ANY DISTURBED AREAS TO REMAIN DISTURBED ANY LONGER
«,..
N'sosvLA6 THAN WHAT IS NECESSARY (SEE TABLE BELOW FOR TIMEFRAME
y"•.• .., � \ .' f / ,may 1 _ _ � aY�'b�A L �I
REQUIREMENTS). BEFORE STRIPPING OR ANY OTHER LAND DISTURBING
{ v ♦" I ACTING INSIDE THE EXCAVATION AREA, CONSTRUCT TEMPORARY
DOMECO, B RLALLEN DIVERSION DITCHES (IF NECESSARY) TO DIRECT SEDIMENT-LADEN RUNOFF
Pt.PL p 4O BASIN.PL ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED,
4 ,tl4x £ b�bPL�PL Pl
CATEGORY AFFECTED ACREAGE EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE
TOPSOIL USED TO BUILD THE TEMPORARY STOCKPILE/BERM.
MINING AREA 12.33ACRES -� '..y �^ ,� '� uLLEv,JELMOJR.; _ `t - ' � Y " 5. AS THE EXCAVATION PROGRESSES, GRADE THE SLOPES AT A 3:1
ABOVE THE WATER LEVEL AND AT A 2:1, OR NATURAL ANGLE OF REPOSE,
HAUL ROADS 0 ACRES : . BELOW THE WATER LEVEL.
TEMPORARY STOCKPILE AREA LILLEY,MARY P ={` s „, �, 6. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE THEY ARE
0.27 ACRES
(TOPSOIL & WASTE MATERIAL) " COMPLETED.
/ PERRY,SIMON A III T AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS ARE
UNEXCAVATED BUFFER/BERM 5.32 ACRES „\ STABILIZED, REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL
DEVICES,
TOTAL ACREAGE AFFECTED 17.92 ACRES \ ���� ����
TOTAL ACREAGE PERMITTED 17.92 ACRES \b\ �� �
BARNHILL
LEGEND d, �`��
CONTRACTING
y/
PROPERTY LINE "—"—'L- COMPANY
800 Tiffany Blvd. Suit 200, P.O. BOX 7948
—
TREE LINE PERMIT BOUNDARY —` °— J
ROCKY MOUNT, NORTH CAROLINA 27804
SILT FENCE —,11—nl—m—ii.. UNEXCAVATED /��
OWNER: MARY MITCHELL
BUFFER WITH BERM It /1i
WETLAND BOUNDARY TEMP. SILT FENCE \ DRAWN BY: Dustin Faulkner
OUTLET
CERTIFICATION NO,: 4119
BUFFER '° arm MINING AREA--- C ., SCALE: 1 = 200
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TEMP. STOCKPILE EXISTING AREA STRUCTURES DATE: ORIGINAL 5/31 /2023
STRUCTURES

SILT FENCE OUTLET
SILT FENCE
HARDWARE CLOTH SILT FENCE PERMANENT SEEDING & MULCHING SPECIFICATIONS
SOIL STABILIZATION TIMEFRAMES
°' '•° PERMANENT SEEDING & MULCHING SPECIFICATIONS
'Zg`' IF I '•' °°'° Ps (REF. S&EC MANUAL SECTION 6.11t) SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
"t;e°�i••�;:0;•;e;i e�:;:; ;�;��L;:;y°;•6,: a;e;Je:i J'�:s i�i:;:;i:i;:;:;f•
:;:;:;y:;�4;:;2i�'.,g'+•:;:;:;: ;<,` e i:;S:;?�;:;:;:+p'jg`''g• :;:;. 1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND PERIMETER DIKES,SWALES,
yg•,•,e,.,.e•,.g;•:ggg g,a. ": r,+;gp,.,g,p,..,gg.•,.• PLOWED TO A DEPTH OF 5". THE TOP 2" SHALL BE PULVERIZED TO PROVIDE A 7 DAYS NONE
.;g.,.m•> q•ss,;A®«•;,«..t ,g!:;.•e'❖5.,:;�:;5:?�s� UNIFORM SEEDBED. LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE DITCHES,AND SLOPES
ADEQUATE DISTRIBUTION. LIME AND FERTILIZER SHOULD BE INCORPORATED INTO HIGH QUALITY WATER(HOW) 7 DAYS NONE
THE SOIL PRIOR TO SEEDING. ZONES
8" DOWN &4"FORWARD AL NG THE TRENCH 2. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED IF SLOPES ARE 10'OR LESS IN
V-8" MIN. (REF. S&EC, TABLE 6.11 t): SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER
10' UPPORT POST
THAN 2:1, 14 DAYS ARE ALLOWED.
FRONT VIEW Items RATE (Ibs/acre) DATES
Common Bermudagrass 10 SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
Pensacola Bahigrass 50 April 1 -July 15 1 THAN 50'IN LENGTH.
MAINTENANCE: Sericea Lespedeza 30 ALL OTHER AREAS WITH SLOPES NONE,EXCEPT FOR PERIMETERS
(1) INSPECT SEDIMENT FENCES AT LEAST ONCE A Nurse Plant-German Millet 10 Aril 1 Must 15
WEEK AND AFTER EACH RAINFALL, MAKE ANY P 5 qq FLATTER THAN 4:1 1 DAYS AND HOW ZONES.
TOP VIEW REQUIRED REPAIRS IMMEDIATELY. Nurse Plant- Rye(Grain) 25 Prior to April 1b and After August 15
(2) SHOULD THE FABRIC OF A SEDIMENT FENCE Agricultural Limestone 4000
SILT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME Fertilizer(10-10-10) 500 NOTES :
INEFFECTIVE,REPLACE IT PROMPTLY. Straw Mulch 4000
BACKFILL TRENCH (3) REMOVE SEDIMENT DEPOSITS AS NECESSARY Note: Minimum 75% coverage and must be anchored with tack,tied down, Or disk
AND COMPACT ( g
THOROUGHLY V-S"MIN. TO PROVIDE ADEQUATE STORAGE VOLUME FOR with blades"set nearly straight.)
#57 WASHED THE NEXT RAIN AND REDUCE PRESSURE ON THE 1. CONTRACTOR MAY RELOCATE HAUL ROAD AS
<S EROSION CONTROL FENCE. TAKE CARE TO AVOID UNDERMINING THE 3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
<oqF STONE FENCE DURING cLEANouT.
2:1 NECESSARY TO FIT THE SITE CONDITIONS.
2'MIN. FILTER (4) REMOVE AL FENCING MATERIALS AND 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE
t FABRIC UNSTABLE DEPOSITS AND BRING THE AREA TO GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. 2. STOCKPILED TOPSOIL MAY BE MOVED AS NECESSARY TO
GROUND LINE GRADE AND STABLIZE IT AFTER THE ANCHOR MULCH WITH APHALT TACK, NETTING, OR BY CRIMPING WITH A DISK WITH FIT SITE CONDITIONS.
CONTRIBUTING DRAINAGE AREA HAS BEEN BLADES SET NEARLY STRAIGHT.
PROPERLY STABILIZED. 3. CONTRACTOR WILL MAINTAIN A MINIMUM 50' BUFFER CROSS SECTION BETWEEN THE PROPERTY LINES AND TOP OF SLOPES.
P$ 4. IF STOCKPILES REMAIN IN PLACE FOR 7 DAYS OR MORE,
THEY WILL BE TEMPORARILY SEEDED AND MULCHED.
8' MAX. W/WIRE
MULCHING MATERIALS & APPLICATION RATES J FILTRATION IF NEEDED 5. THE HAUL ROAD IS LOCATED DIRECTLY OFF OF GRAND
MATERIAL RATE PER ACRE QUALITY NOTES < -nFTERMINE BORROW PIT DEWATERINGBASIN SIZE USING GEOTEXTILE CANYON ROAD.
(6'MAX. WI/O WIRE) GENERAL NOTES:
-7
TIME
E WHERE°'S VOLUME FLOWRTEO Q IS F100GPMATE ND AMIINIMUM '6 ° ' ' 6. IT IS THE CONTRACTORS INTENTION TO USE
-ORGANIC MULCHES DEWATERG TIME E OF USE MAXIMUM FLOW RATE OF f000 GPM AND A MINIMUM
W DEWATERINGTIMEOF2HOURS. I I I-I�'I III-III-III- I
STRAW 1-2 TONS DRY,UNCHOPPED,UNWEATHERED;AVOID -SHOULDCOMEFROMWHEATOROATS;SPREADBYHANDORMACHINE;MUST Q -RISERSHALLBEANO&PERFORATED,SMOOTH OR CORRUGATED MATERIAL WITH III J-1y-I I I —1 UNCONTAMINATED SOILS FROM THE UNSUITABLE
T +geegg O•O••ePe••,�•Og4•O•S�e♦ :;e••°;A Hwe•« A FLASHBOARD OPTION. J�C.-._.-....... .. +
:❖ •'.••.9•:°:•a:❖•.':•:�:.:•:': ::❖•:i❖::: WOOD CHIPS Sf TONS WEEDS. BE TACKED DOWN. DRAWINGRUCTTE OIR FIBER
IBE BAFFLEEIN ACCO MEETS THE RDANCE
WITH SPECIFICATIONS it �� "COIR FIBER BAFFLES "
18"-24" •.i•Oiii+s•egi•.;Odie e•°•Pe •••e Ag gJe°•eag AIR DRY -TREAT WITH 12 LES NITROGEN/TON. APPLY WITH MULCH BLOWER,CHIP Z ROADWAY STANDARD 106N14. II—) III \ '' •'"' I I I EXCAVATION (IF ANY), FROM EITHER ONSITE OR OFFSITE
O e,e gye• eeeeeee:g eee4eees,e STONE ENERGY
gP'•i egg.eg;❖JJ.•e°e•+•Jgg •D.ggD.g 0 HANDLER,OR BY HAND.NOT FUR USE IN FINE TURF. STEEL POSTS OF MORE THE NSON
SIELFFASTENER ANGLE STEEL TYPE.HE �I DISSIPATOR TO BUILD W NATURAL GROUND g•:6•A:❖:•..• '•g:•'r•❖3:��:� :.•ggoq.,; WOOD FIBER os-,TONS STEELPOST9WITHNOMORETHAN3'OfTHEPOSTPPPEARNGABOVETHE I I I I I I I D SLOPES AND BACKFILL PORTIONS OF THE PITS.
-ALSO REFERRED EA H WOOD CELLULOSE. MAY BE HYDROSEEDED. DO NOT V/ GROUND. I-1 III - Y' ' I I 7. CONTRACTOR WILL ADD ADDITIONAL EROSION CONTROL
U USE IN HOT,DRY WEATHER. Q ATTACH ABLE E ANS ANDR FIBER MAT AILED I OT HE BOTTOM ANDITH SIDE
E SLOR OES O
BARK 35 CUBIC YARDS AIR DRY,SHREDDED OR HAMMER-MILLED, -APPLY WITH MULCH BLOWER,CHIP HANDLER,OR BY HAND.DO NOT USE BAST WTH 1 STAPLEND STAPLED INTO THE BOTTOM AND SIDE SLOPES OF THE I�'-I '
Z - BASIN WITH P STAPLES.
I
OR CHIPS. ASPHALT TACK. -INSTALLTHE DETAIL
%TILE ONSIOESLOPE3 AND BOTTOM OF BASIN AT INLET PS �;' ,� ' . MEASURES, AS NECESSARY, TO CONTAIN RUNOFF.
w 24" CORN STALKS 4 6 TONS CUT OR SHREDDED IN 4-6"LENGTH APPLY WITH MULCH BLOWER OR BY HAND.NOT FOR USE IN FINE TURF. /I'� SHOWN IN THEE THE CAL SE. I I III
s° DOWN&4" FORWARD ALONG THE TRENCH Z ASAGUIDE. THEBASINTMAYHAVVEANYi PE BORROW PIT CONFIGURATIONAS ONGASBS'" 11 I~; /`ow:Y-� I— I 8. A 50 UNDISTURBED BUFFER WILL BE MAINTAINED
LL NOTES: SERICEA 1-3 TONS GREEN OR DRY;SHOULD CONTAIN Z SUFFICIENTVOLUMEISPROVIDEDANDPROVISONSAREMADEFORA —, :-'-. BETWEEN ANY JURISDICTIONAL FEATURE AND OUR PIT
O FILTER FABRIC LESPEDEZA MATURE SEED. NON-PERFORATED wsER, I I-I III < `'" ` �_ 1 I
1 USE WIRE A MINIMUM OF 32" IN WIDTH N -DO NOTEXCEEO 3.5FT.IN HEIGHT FOR THE EARTH DIIHES REQUIRED FOR _
AND WITH A MINIMUM OF 6 LINE WIRES SEED-BEARING LLTHEBASINIZE 111J'`rr--r.T _ -I I OPERATIONS.
BORROW PITBORRO PIT DEWAT BASIN.
WITH SPACING. BANDCOMPACTH STEMS W SPECIFIC SITE REQUIREMENT'S AS WELLS AS VARIAB-NETS AND MATS 9. ALL WETLANDS AND JURISDICTIONAL WATERS/POND WILL
J OPERATIONS. HAVE THE REQUIRED SETBACKS.
_ THOROUGHLY � � 1 �I-II-III-111-1�1-
(2) USE FILTER FABRIC OF 36" JUTE NET � -SUBMIT THE SIZE,LOCATION AND RISER PIPE MATERIAL FOR APPROVAL PRIOR — — — —
IN WIDTH AND FASTEN ADEQUATELY TO COVER AREA HEAVY,UNIFORM;WOVEN OF SINGLE JUTE -WITHSTANDS WATERFLOW. BEST WHEN USED WITH ORGANIC MULCH. To CONSTRUCTION,FIBERGLASS NET -PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASINTO A MAXIMUM EARTH DIKE
THE WIRE AS DIRECTED. YARN. -WITHSTANDS WATERFLOW. BEST WHEN USED WITH ORGANIC MULCH. DEPTH OF 6"BELOW TOP OF EARTH DIKE, NOTE:ACTUAL
B' 4" COVER AREA -WITHSTANDS WATERFLOW. DISCHARGE HOSE AND RGYOUTLET
pI OFTHRISER AT BARREL
IN LET ACCOF THE RDANCE MP LOCATION OF
(3) PROVIDE 5'-0"STEEL POST OF THE MIN DISCHARGE HOSE AND OUTLETOFTNE RISER BARREL IN ACCORDANCE WITH PLAN DEWATERING BASIN
MIN EXCELSIOR W ROADWAY STANDARD 376,02 FOR OUTLET WO DITCH.
SELF-FASTENER ANGLE STEEL TYPE _I W
(WOOD FIBER MAT) COVER AREA Q NWILL VARY,AS
ECESSAR BASED
ANGLE,ANGLE STEEL TYPE. ON SITE CONDITION.
FIBERGLASS ROVING MAINTENANCE:
II I— (1)INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RMNFPLL.
/ 0.5-1 TONS CONTINUOUS FIBERS OF DRAWN GLASS -APPLY WITH A COMPRESSED ARE EJECTOR. TACK WITH EMULSIFIED ASPHALT MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
(2)BE SURE TO MAINTAIN ACCESS TO BAFFLES,SHOULD THE FABRIC OF J1''�1y!
BOUND TOGETHER WITH ANON-TOXIC AT A RATE OF 25-35 GAL/1,000 SF. THE BAFFLES COLLAPSE,TEAR.DECOMPOSE OR BECOME INEFFECTIVE, Alp_W MAINTENANCE: B" -11—
(1 INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED REPAIRS -CHEMICAL STABILIZERS AGENT. ` REPLACE IT PROMPTLY, ,h
) (3)REMOVE SEDIMENT DEPOSITS WHEN R REACHES HALF-FULL TO 1
IMMEDIATELY. AQUATAIN PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO - —
AEROSPRAY FOLLOW NOT BENEFICIAL TO PLANT GROWTH. REDUCE PRESSURE ON THE BAFFLES, TAKE CARETOAVOIDDAMAGING
(2) SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT CURASOL AK MANUFACTURER'S O THE BAFFLES DURING CLEM OUT. SEDIMENT DEPTH SHOULD NEVER Z UNCLASSIFIED ANTI-SEEP C=,R
PROMPTLY, PETROSET SPECIFICATIONS LL E%GEED HALF THE DESIGN STORAGE DEPTH. EARTH MATERIAL BARNHILL
(4)AFTERTHE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY ENERGYTEMPORARY SEEDING & MULCHING SPECIFICATIONS
3 REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN TERRATACK /�/ STABILIZED,REMOVE ALL BAFFLE MATERIALS PND UNSTABLE BEDIMEM z� COIR FIBER BAFFL STEEL ■
( ) Of DEPOSITS. BRING THE AREA TO GRADE AND STABILIZER.
AND TO REDUCE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. CRUST Soo O VARIABLE
(4) REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITES AND BRING THE AREA TO GRADE AND GENAQUA 743 4 TYPICAL SECTION VIEW
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. M-145 m _ E,...,•._ CONTRACTING
TEMPORARY SEEDING&MULCHING SPECIFICATIONS
(REF. S&EC MANUAL SECTION 6.10) COMPANY
CROSS-SECTION OF HAUL ROAD GRAVEL CONSTRUCTION 1. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
N
CROSS-SECTION OF EXCAVATION AREA
CROSS-SECTION OF EXCAVATION AREA TO BE BACKFILLED ENTRANCE DETAIL (REF. S&EC, TABLE 6.10a AND b):
WITH UNCONTAMINATED OFFSITE EARTHEN MATERIAL. NOT TO SCALE SPECIES RATE (Ibs/acre) DATES
'�"•,,., NOT TO SCALE
TaIII NOT TO SCALE �.I 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
._ __ ROADWAY I y ( ) December 1 -A April 15 ROCKY MOUNT NORTH CAROLINA 27804
TOP OF MINING AREA '""" I �� I. e (TMP) {DNpoao R e Grain 120 August 15- December 30 +
"" �mw TOP OF BACKFILL Ge" OWNER: MARY MITCHELL
T Qe" German Millet 40 April 15-August 15
Llmlts of DlsWrEarMe 7 4 Urnits of DIFWrbarMe eam < UNGONrAhF1NA�ED OFFJ"I_F e•m O
Permit OouMary Nl oap,si WATER LEVEL:AVE 4' S`OP ".`.- Permit Bountlary Lvemmeo:ww sN"P"°„m TSW i?R]Y-IJ KATFRiA._, r.oeoN,r sn Pmm
sN dM, NEW GRI1S511NED WIDEN S STABILIZE Limestone 4000
BOTTOM OF MINING AREA= 16-20'AVE BOTTOM OF MINING AREA•i&20 AVE MALE �XISTING FARM ROAD Fertilizer 10-10-10 750 December 1 -August l5 DRAWN BY: Dustin Faulkner
Fertilizer�10-10-10; 1000 August 15- December 30
CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD
1. GRADEMINE EXCAVATION
UNDARY ANSOTHATALLND BUFFERS UNOFFIL BE DIRECRLY AKED. D"Pa Straw Mulch 4000 CERTIFICATION NO.: 4119
2. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA. NOTES: MAINTENANCE: 2 a ST11- o ( o g
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. 3. DURING MINING ACTIVITIES AND UPON COMPLETION OF THE EXCAVATION,UNCONTAMINATED OFFSITE (1)EROSION CONTROL ITEMS WILL BE INSTALLED _s.MIN. Note: Minimum 75/o coverage and must be anchored with tack,tied down,
BEFORE CONSTRUCTION. (1)MAINTAIN THE HAUL ROAD IN A CONDITION TO rlerea:.E,o.�—�,",.�,_.,,,.,,,_ or disk with blades set near) straight.)2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED. GENERATED EARTHEN MATERIAL WILL BE USED TO BACK PORTIONS OF THE EXCAVATION AREA. PREVENT MUD OR SEDIMENT FROM LEAVING THE � y g )
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN. 4. UNCONTAMINATED OFFSITE GENERATED EARTHEN MATERIAL WILL ALSO BE USED TO BUILD AND (2)USE SAND OR OTHER EARTHEN MATERIAL TO CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC E.ENE,.o,H,,,,Pno INCNwAseED STONE ,2 SCALE: 1 " = 200'
RECLAIM THE SLOPES AROUND THE EXCAVATION AREA. CONSTRUCT HAUL ROAD TO 225'WIDE. GRADING. AFTER EACH RAINFALL,INSPECT ANY a T.IENNEss: SMCHES MNMLM M,,. 2. RESEED REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA. (B)SIDE swaLEs WILL eE GRADED ACCORDINGLY. STRUCTURE USED TO TRAP SEDIMENT AND CLEAN Oml I=POOTMNNNAONFULLWDTHATA PC OTHER 5AMAGE.
(4)PERFORM FINAL GRADING AND STABILIZATION OF OF THE VEHMULAR EMT.E.FMOMEN
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN, Tourns NECESSARY. IMMEDIATELY M EYERMGREETER. DATE: ORIGINAL 5/31 /2023
HAUL ROAD, eyTOKABLE BEASER%ALS SPYLLEO,WASHED,OR ,,eDsxH: '°ET.^"N""'.
AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. (5)SEED AND MULCH GRASS-LINED SWALES TRACKED ONTO PUBLIC ROADWAYS. LDCATONC T c NETT nonENTRANDERO MIT
T$
S 6EDW04T FROML M E STE ANO TO PROVIDE FOR M,%ONI
IMMEDIATELY AFTER STABILIZATION,PER DTAITYBY&LCRGTR CTONVEHMLES,
VEGETATION PLAN. AVOMSTEEPGRADES AND ENTRANCED AT GIRVES. SHEET: 2 of 2