20191125_Mine_Map

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CROSS-SECTION OF HAUL ROAD
�,",.`• 1 � I+1�. >>a 4. NOT TO SCALE
a ROADWAY(TYP)
I
NEW GRASS-LINED
WIDEN&STABILIZE
SWALE XISTING FARM ROAD
CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD
. � NOTES: MAINTENANCE:
(1)EROSION CONTROL ITEMS WILL r BE INSTALLED (1)MAINTAIN THE HAUL ROAD IN A CONDITION TO
BEFORE CONSTRUCTION.
w L T PREVENT MUD OR SEDIMENT FROM LEAVING THE
(2)USE SAND OR OTHER EARTHEN MATERIAL TO CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
CONSTRUCT HAUL ROAD TO WIDE. STRUCTURE USED TO TRAP SEDIMENT AND CLEAN
GRADING. AFTER EACH RAINFALL,INSPECT ANY
(3)SIDE SWALES WILL BE GRADED ACCORDINGLY.
s•1 "' v (4)PERFORM FINAL GRADING AND STABILIZATION OF IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
a i 1 HAUL ROAD.
I �• $' OBJECTIONABLE MATERIALS SPILLED,WASHED,OR
(5)SEED AND MULCH GRASS-LINED SWALES
TRACKED ONTO PUBLIC ROADWAYS.
MARTIN COUNTY
IMMEDIATELY AFTER STABILIZATION,PER
VEGETATION PLAN.
SILT FENCE OUTLET
3 �5146 ACRE S
SILT FENCE HARDWARE CLOTH SILT FENCE
FILTRATION I — IF NEEDED
GENERAIL NOTES:
w :r. E RR Z
- DE .0203 M B0 MOT, WHERE VA IS VOLUME BASIN
Q IS PUMP FLOW -- —
, T -- —
� V 8CGPM), AND T IS.0203 — 1 .—
W RATE OF 5000 GPM ANDDA MINIMUM DEWATERINGSTIMIE OFU2 HOURS,
- RISE
R SHALL BE A NON-PERFORATED, SMOOTH OR CORRUGATED
"`• £' e ` ' t*.'� ,, Q MATERIAL WITH A FLASHBOARD OPTIDN'
PERMIT - CONTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH �
—�I��
Y 7 ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT I I—I III I'COIR FIBER BAFFLES
L MEETS THE SPECIFICATIONS OF ROADWAY STANDARD 1060-14, --7 I ��` -i., STONE ENERGY
- PROWIDE 5' STEEL POSTS OF THE SELF-FASTENER ANGLE STEEL =I I DISSIPATOR
/ TYPE. INSTALL STEEL POSTS WITH NO MORE THAN 3' OF THE POST
APPEARING ABOVE THE GROUND, J� `i-
- ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE
d+ `\ OR OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM ANDle I I 8"DOWN&4"FORWARD AL NG THE TRENCH
/ SIDE SLOPES OF THE BASIN WITH 12' STAPLES I I I—I I I —
r `` BASININSTIATL TYPE L'INLET SGSHOWNTINE ON THE DETAIL.
AND BOTTOM OF I I-III I'. _ 10 1-8 MIN' SUPPORT POST
CROSS-SECTION OF EXCAVATION AREA ` - USESIN THE TYPICAL SECTION SHOWN FOR THE BORROW PIT
NOT TO SCALE DEWATERING BASIN AS A GUIDE• THE BASIN MAY HAVE ANY TYPE III I i +•` . I—I I FRONT VIEW
L CONFIGURATION AS LONG AS SUFFICIENT VOLUME IS PROVIDED AND {{ L. y�' ;"
PROVISIONS ARE MADE FOR A NON-PERFORATED RISER. I-_
7d n/ - DO NOT EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIKES
7e L.L REQUIRIED FOR BORROW PIT DEWATERING BASIN, 1 W r-7--f�-�T� - _
- THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND III 1 I—tT —I I MAINTENANCE:
\ DEPENMENT ON SPECIFIC SITE REQUIREMENTS AS WELL AS PROPOSED
i k CONSTRUCTION OPERATIONS. (1) INSPECT SEDIMENT FENCES AT LEAST
MAIDK I!E_II' - SUBMIT THE SIZE, L13CATIIN4 AND RISER PIPE MATERIAL FOR I ( I-I I I (=III=III=III=— ONCE A WEEK AND AFTER EACH
7a APPROWAL PRIOR TO CONSTRUCTION.
OP VIEW RAINFALL MAKE ANY REQUIRED REPAIRS
Te - PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN EARTH DIKE — '
�\ TO A MAXIMUM DEPTH OF 6' BELOW TOP OF EARTH DIKE. NOTIB ACTUAL IMMEDIATELY,
I
�11 MIN 5 MIN b - PROWIDE A STONE ENERGY DISSIPATOR PAD AT THE OUTLET OF
_ ,,.aw ��•��-.a.•.. ,r, \7d WHITE, ARTENSAY ETAL_T> THE PUMP DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN PLAN LOCATION OF SILT FENCE (2) SHOULD THE FABRIC OF A SEDIMENT
TOP F MINING AREA W ACCORDANCE WITH ROADWAY STANDARD 876,02 FOR OUTLET W/O DEWATERING BASIN FENCE COLLAPSE TEAR DECOMPOSE OR
i... _�__ �� ` ' F DITCH. WILL VARY, AS , ,
Limits ofTer NECESSARY, BASED BACKFILL TRENCH BECOME INEFFECTIVE REPLACE IT
Disturbance g, WATER LEVEL.AVE 4^� opE,2� Limits of \ , \ AND COMPACT '
�, MAINTEM1AncE: ON SITE CONDITION.
Per it I S� Disturbance �+^�� THOROUGHLY 1'-8"MIN. PROMPTLY,
Permit (t) INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER
Boundary BOTTOM OF MINING AREA= 16-20'AVE \ �\ a EACH RAINFALL,SURE TO MAINTAIN REQUIREDACCESS S 1
REPAIRS IMMEDIATELY,
'•0"3 �Q�s #57 WASHED (3) REMOVE SEDIMENT DEPOSITS AS
°'I0."-`_ EROSION CONTROL NECESSARY TO PROVIDE ADEQUATE
Boundary ` THE FABRIC OF THE BAFFLES COLLAPSE, TEAR, DECOMPOSE OR -"I I" 6" 1 �Q STONE STORAGE VOLUME FOR THE NEXT RAIN
BECOME; INEFFECTIVE, REPLACE IT PROMPTLY. �t/t tYz pCC 2:1
(3) REMOVE SEDIMENT DEPOSITS WHEN IT REACHES tl 0 1 T MIN. FILTER AND REDUCE PRESSURE ON THE FENCE,
HALF-FrULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. FABRIC TAKE CARE TO AVOID UNDERMINING THE
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. ��7e O TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEAN UNCLASSIFIED ANTI'SEEP COL GROUND LINE FENCE DURING CLEANOUT,
2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED. Is
PERMIT OUT, SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE EARTH MATERIAL STONE ENERGY (4) REMOVE AL FENCING MATERIALS AND
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN. " A Y t\ DESI N STORTHE CONTRIBUTING DRAINAGE AREA HAS BEEN z COIR FIBER BAFFLE STEEL POSTS DISSIPATOR
(4) AFTER
STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE DEPOSITS AND BRING THE
r '
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA. O UNSTABLE SEDIMENT DEPOSITS. BRING THE AREA TO GRADE VARIABLE AND STABILIZE IT. CROSS SECTION AREA TO GRADE AND STABLIZE IT AFTER
Q q
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN, , m TYPICAL SECTION VIEW THE CONTRIBUTING DRAINAGE AREA HAS
AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. / BEEN PROPERLY STABLIZED,
/ MULCHING MATERIALS & APPLICATION RATES
�> r APK BLT1IL L
CONSTRUCTION SEQUENCE r 1i 1111111%7­1 PERMIT 1 /4 MATERIAL RATE PER ACRE QUALITY NOTES
IBOUNDARYI
ORGANIC MULCHES
*`ALL SOILS, MINERALS, ROCK, GRAVEL AND WASTE OR OTHER MATERIAL STRAW 1-2 TONS DRY, UNCH❑PPED, UNWEATHEREDI - SHOULD COME FROM WHEAT OR ❑ATSI SPREAD BY HAND OR
BROUGHT*" ONTO OR REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM r/4 _, � RUC I WOOD CHIPS AV❑ID WEEDS, MACHINE) MUST BE TACKED DOWN,
5-6 TONS AIR DRY TREAT WITH 12 LBS NITROGEN/TON, APPLY WITH MULCH
AN APPROVED PERMITTED FACILITY. f, ;'''�4,
1, CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER R rl-- ���``F9 >, �` \ W❑OD FIBER 0.5-1 TONS TURF,
CHIP HANDLER, OR BY HAND, NOT FUR USE IN FINE
;,.
CE E F❑ PERMIT J ��� 1 \� `Y/ - ALSO REFERRED TO AS WOOD CELLULOSE, MAY BE
LOCATIONS OF EXISTING UTILITIES 72 HOURS PRIOR TO ` 1\ \ VM BARK 35 CUBIC YARDS AIR DRY, SHREDDED OR HYDROSEEDED, D❑ NOT USE IN HOT, DRY WEATHER,
BEGINNING CONSTRUCTION (1-800-632-4949). �,., // HAMMER-MILLED, IOR CHIPS, - APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND, DO
' \� PERMIT \R F1/ CORN STALKS 4-6 TONS CUT OR SHREDDED IN 4-6' LENGTH NOT USE ASPHALT TACK,
2, INSTALL SILT FENCE AND SILT FENCE RELIEF P❑INTS AS `/ ` PERMIT ' R \ - APPLY WITH MULCH BLOWER ❑R BY HAND, NOT FOR USE IN
SHOWN AROUND THE PERIMETER OF THE AREA DESIGNATED ,� „ J SERICEA 1-3 TONS GREEN ❑R DRYI SHOULD CONTAIN FINE TURF,
LESPEDEZA
r / \ MATURE SEED,
FOR STOCKPILE/BERM, / , / - ' q �\ SEED-BEARING
3, PERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED r / PERMITNETS AND MATS
' �;% = * �\ -
DO NOT ALLOW ANY DISTURBED AREAS TO REMAIN DISTURBED ' q /ANY LONGER THAN WHAT IS NECESSARY JUTE NET
r C y/T \g �' COVER AREA HEAVY, UNIF❑RMI WOVEN OF
(SEE TABLE BELOW FOR TIMEFRAME REQUIREMENTS), BEFORE / 1 *�^: �r \ FIBERGLASS NET COVER AREA SINGLE JUTE YARN.
THE PROPOSED PERMIT
STRIPPING OR ANY OTHER LAND DISTURBING ACTING INSIDE THE � � BOUNDARY WILL TIE WITHSTANDS WATERFLOW. BEST WHEN USED WITH ORGANIC
INTO THE EXISTING U q EXCELSIOR MULCH,
EXCAVATION AREA, CONSTRUCT TEMPORARY DIVERSION / ��••• PERMITTED BOUNDARY �G� \ (WOOD FIBER COVER AREA - WITHSTANDS WATERFL❑W, BEST WHEN USED WITH ❑RGANIC
�l 0 T E S I I AT THE HAUL ROAD. 9 d'
DITCHES CIF NECESSARY) TO DIRECT SEDIMENT-LADEN RUNOFF TO "IT / THE EXISTING HAUL s MAT) MULCH,
BASIN, / TEM--'=FA:'Y -T Fh =_.-E ' , r ` ROAD WILL CONTINUED \g - WITHSTANDS WATERFL❑W,
k ': . TO BE USED FIBERGLASS ROVING TONS CONTINUOUS FIBERS ❑F DRAWN
4, ONCE ALL EROSI❑N CONTROL ITEMS HAVE BEEN INSTALLED r oFF a FE ' k •�" \�\ GLASS BOUND TOGETHER WITH A
EXCAVATI❑N SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL / / NON TOXIC AGENT,
1, OWNER MAY RELOCATE HAUL ROAD AS r ,'J � .. .•. -
CHEMICALSTABILIZERS
AND THE TOPSOIL USED T❑ BUILD THE TEMPORARY STOCKPILE, PERMIT
NECESSARY T❑ E I T T H E SITE CONDITIONS,
RY . — AQUATAIN FOLLOW - APPLY WITH A COMPRESSED ARE EJECTOR, TACK WITH
5, AS THE EXCAVATI❑N PROGRESSES, GRADE THE SLOPES AT A / PL P<__ AEROSPRAY MANUFACTURER'S
STOCKPILED TOPS❑I L MAY B E M❑V E D A S r / e CURASOL AK SPECIFICATIONS
EMULSIFIED ASPHALT AT A RATE OF 25-35 GAL/1,000 SF,
311 ABOVE THE WATER LEVEL AND AT A 211, OR NATURAL ANGLE / r / / �►� �. `- PETROSET
OF REPOSE, BELOW THE WATER LEVEL NECESSARY TO FIT SITE CONDITIONS, TERRA TACK NOT BENEFICIAL TO PLANT GROWTH.
6, SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE 3, OWNER WILL MAINTAIN A MINIMUM 10' BUFFER / PERMIT r / / "'"b '� �� "•- a� CRUST 500
THEY ARE COMPLETED,
BETWEEN THE PROPERTY LINES AND TOP OF j / PERMIT .�.` EL—PL- PERMITY /� / GENAQUA 743
7, AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS r �` � OUNDARY e • � a
ARE STABILIZED, REMOVE ALL TEMPORARY SEDIMENT AND EROSION SLOPES, 1 � & 8'MAX, W/WIRE
CONTROL DEVICES, 4, IF STOCKPILES REMAIN IN PLACE FOR 7 DAYS r / / •yy �, EY,SrING * (6 MAX.WI/O WIRE)
SOIL STABILIZATION TIMEFRAMES ❑R MORE, THEY WILL BE TEMPORARILY SEEDED �J rl / / PERMIT euEFER
AND MULCHED / r / \
SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS 5. THE HAUL ROAD IS LOCATED DIRECTLY OFF OF r / T '
PERIMETER DIKES, SWALES, E L I B❑WEN ROAD,
r/ / �� 1$"-24'
NATURAL GROUND
DITCHES, AND SLOPES 7 DAYS NONE , �� �, �� � � ~N ;t ,�", •
6, IT IS THE OWNER'S INTENTION TO USE /
HIGH QUALITY WATER (HOW) — _
J � �PWO , n PERMITI r /� �Q ' 1 n_ LX_AVA'iuN ' Y LVANS, MAB_L W HL_; Z 24",
ZONES 7 DAYS NONE UNCONTAMINATED SOILS, FROM THE UNSUITABLE / ��, W}� n>I _ _N
IF SLOPES ARE 10' ❑R LESS EXCAVATION (IF ANY) T❑ BUILD SLOPES AND r , 1-Ln=L ni'_LDI lu
IN LENGTH AND ARE NOT ' / s r' / M- _F 11 n I_'_f - + lU // n� I r t EII ' \ 8"DOWN &4" FORWARD ALONG THE TRENCH
ti M_I';IN� �FE� ___
SLOPES STEEPER THAN 311 7 DAYS BACKFILL PORTIONS OF THE PITS / _' 0 .(L EFA�IT / NOTES: FILTER FABRIC
STEEPER THAN RE ALLOWED.
DAYS � THERE WERE N❑ APPARENT WELLS WITHIN 1,500' / T � ♦ ' A /// V- (1) USE WIRE A MINIMUM OF 32 �
7 DAYS FOR SLOPES GREATER r / `' .���/ \ IN WIDTH AND WITH A MINIMUM OF
BACKFILL TRENCH
SLOPES 311 OR FLATTER 14 DAYS OF THE PR❑POSED BORROW PIT, / PERMIT / 6 LINE WIRES WITH 12 STAY AND COMPACT
THAN 50' IN LENGTH.
ALL OTHER AREAS WITH NONE, EXCEPT FOR 8, OWNER WILL ADD ADDITIONAL EROSION CONTROL r aS.G N AR PERMIT J SPACING, THOROUGHLY
14 DAYS �Fk ARY (2) USE FILTER FABRIC A I LI-1
SLOPES FLATTER THAN 4d PERIMETERS AND HOW ZONES, / So. �q` / 11-111-11I
MEASURES, AS NECESSARY, TO CONTAIN RUNOFF, �.�,• �Fl� qTF°eGFIT Cn MINIMUM OF 36 IN WIDTH AND _III=I(I=_IIg- 4•_ I — 11=I11=
Y i �� FASTEN ADEQUATELY T❑ THE WIRE �.
CATEGORY AFFECTED ACREAGE 9, A 50' UNDISTURBED BUFFER WILL BE "° � Ff _— -MIN ` MIN lid �_� '�•
p� 6G�FF•P AS DIRECTED, ►11=1 11=1
MAINTAINED BETWEEN ANY JURISDICTIONAL - �► \ - 111111111111111TI111 III �' T1�
(3) PROVIDE 5' 0' STEEL POST 111
MODIFICATION MINING AREA 10.77 ACRES OF THE SELF-FASTENER ANGLE —
FEATURE AND OUR PIT OPERATIONS PERMIT :. \ "--'-
,t�� ,, a �, , g STEEL TYPE ANGLE, ANGLE STEEL /
10, ALL WETLANDS AND JURISDICTIONAL \ W MQCiREENANCE:
EXISTING MINING AREA 12.12 ACRES �` � .:�;, so, '
/ ;. 1 INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY
WATERS/POND WILL HAVE THE REQUIRED .. .� . . �lvo�i;� -- g ,
`'�- il, , +, REQUIRED REPAIRS IMMEDIATELY.
25 UNEXCAVATED BUFFER& SETBACKS : ° :•. :y°� • '••. ,°`'r11,
4.68 ACRES ,� L"�""� `� (2) SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
EXISTING UNEXCAVATED BUFFER ZONE •`` w •. •.-.• .`.`.'. e. INEFFECTIVE, REPLACE IT PROMPTLY,
* ' "• `�` `'•`•'• (3) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
HAUL ROADS % /. • • • '•'• PERMIT \ ��
2.34ACRES ` * r `�. iNEsr.LA/uoS• .•�• �* • �� r I THE NEXT RAIN AND T❑ REDUCE ❑N THE FENCE, TAKE CARE TO AVOID UNDERMINING THE FENCE
PERMANENT SEEDING & MULCHING SPECIFICATIONS =•�• ••' ` -=-••'-'�'• `. -`_` ="- ` '-'.:t � �� DURING CLEAN❑UT,
TEMPORARY STOCKPILE AREA FEr!I=- ft'[:]SE- W /" ♦ �� pL (4) REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITES AND BRING THE AREA
5.55 ACRES •• •.,.:. =. ..`.`.`- Etli�lrl<, wiLl_IAM .IF. 1I1_tl ' TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
(TOPSOIL&WASTE MATERIAL) PERMIT •`` `� / '� � PL-- PL pL- r� o STABILIZED,
PS PERMANENT SEEDING & MULCHING SPECIFICATIONS �►�� PERMIT , r` _
O (REF. S&EC MANUAL SECTION 6.11t) �_
�'
PERMIT NDA Y ,4 A :j G Ir --'� -rI i*t pL_
ft
TOTAL ACREAGE AFFECTED 35.46 ACRES 1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND PL
N Y f airy�� ' y vl' __ANT), MIC1 IAEI �I
PLOWED TO A DEPTH OF 5". THE TOP 2 SHALL BE PULVERIZED TO PROVIDE A �,
n � �n n- . L , , sR [-'ALS REDGFPS, Rn CnY
TOTAL ACREAGE PERMITTED ADEQUATSEEDBED.
D STRIBUTION. LIME AND FAPPLIED
R ILIZER WITH
HOUOLDI BE NCORPORAITED PROVIDE
E �� y1.E.N[-, L. MAl_t1N[ , I<I:iTl II_E Y 111 .I S N� x�x { TEMPORARY SEEDING & MULCHING SPECIFICATIONS BARNHILL
35.46 ACRES �. ,� THE SOIL PRIOR TO SEEDING. '4' / -; ' Z"20 c-
�� ' ' r 74
s �� N ' CONTRACTING
2. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED r -r,-
LEGEN D REF. S&EC, TABLE 6.11t � o oc` r.�
( >:
� ��- � ' n v> -7„� r ° � TEMPORARY SEEDING& MULCHING SPECIFICATIONS
Items RATE (Ibs/acre) DATES 1 �� (REF. S&EC MANUAL SECTION 6.10)
PROPERTY LINE ---- -- - - TEMP, SILT Common Bermudagrass 10 % �� I'< s 1. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED COMPANY
Pensacola Bahigrass 50 April 1 -July 15 �`�' 1 (REF. S&EC, TABLE 6.10a AND b):
TREE LINE FENCE Sericea Lespedeza 30
SPECIES RATE (Ibs/acre) DATES 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
�� �l Rye(Grain) 120 December 1 -April 15
SILT FENCE OUTLET Nurse Plant- German Millet 10 April 15 -August 15 ^�
_ Nurse Plant- Rye(Grain) 25 Prior to April 15 and After August 15 / / �� a y ( ain) August December
- December 30 ROCKY MOUNT, NORTH CAROLINA 27804
NEW PERMIT
WETLAND BOUNDARY f _.__.�I Agricultural Limestone 4000
BOUNDARY Fertilizer(10-10-10) 500 I German Millet 40 April 15-August 15 OWNER: ROBERSON SAND PIT II, LLC
Straw Mulch 4000 LI ,.�
UNEXCAVATED EXISTING PERMIT _ _ _ (Note: Minimum 75% coverage and must be anchored with tack, tied down, or disk Limestone 4000 DRAWN BY: Dustin Faulkner
BUFFER BOUNDARY — with blades set nearly straight.) Fertilizer(10-10-10) 750 December 1 -August 15
Fertilizer 10-10-10 1000 August 15- December 30 NOV 2 5 1019
TEMP, PR❑POSED 3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED. CERTIFICATION NO.: 4119
STOCKPILE •. � Straw Mulch 4000
AREA MINING AREA 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE (Note: Minimum 75% coverage and must be anchored with tack,tied down, LAND QUALITY
.---- or disk with blades set near) straight.) SCALE: 1 200'
PROPOSED NEW r� GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. y = MINING PROGRAM
EXISTING HAUL ROAD - __?�� ANCHOR MULCH WITH APHALT TACK, NETTING, OR BY CRIMPING WITH A DISK WITH
MINING AREA BLADES SET NEARLY STRAIGHT. 2. RESEED, REFERTILIZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR
EXISTING - OTHER DAMAGE.
EXISTING STRUCTURES PS DATE: ORIGINAL 9/1 /2019 REVISED 11/21/2019
HAUL ROAD _ _ POWERLINE
TS SHEET: 1 of 1