20200916_Mine_Map

CROSS-SECTION OF HAUL ROAD
a y^ diva` NOT TO SCALE
25'-
7
ROADWAY(TYP)
NEW GRASS-LINED WIDEN 8
SWALE XISTING FARMARM ROAD
D
CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD
NOTES:
(1)EROSION CONTROL ITEMS WILL BE INSTALLED (1)MAINTAIN THE HAUL ROAD IN A CONDITION TO
BEFORE CONSTRUCTION. PREVENT AMUD OR SEDIMENT FROM LEAVING THE
(2)USE SAND OR OTHER EARTHEN MATERIAL TO
CONSTRUCTION SITE, THIS MAY REQUIRE PERIODIC
CONSTRUCT HAUL ROAD TO±25'WIDE.
GRADING. AFTER EACH RAINFALL,INSPECT ANY
(3)SIDE SWALES WILL BE GRADED ACCORDINGLY. STRUCTURE USED TO TRAP SEDIMENT AND CLEAN
r (4)PERFORM FINAL GRADING AND STABILIZATION OF IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
9' HAUL ROAD. OBJECTIONABLE MATERIALS SPILLED,WASHED,OR
' (5)SEED AND MULCH GRASS-LINED SWALES TRACKED ONTO PUBLIC ROADWAYS.
MARTIN
C [� UNTY IMMEDIATELY AFTER STABILIZATION,PER
na II�;
VEGETATION PLAN,
SILT FENCE OUTLET
35 , 46 ACRES
HARDWARE CLOTH SILT FENCE
SILT FENCE
r.� —� FILTRATION_ IF NEEDED
cE ERARL ores• GEOTEXTILE
ETE MANE BORROW PIT DEWATERING BASIN SIZE USING
V - 8.0203 ■ Q r T, WHERE V IS VOLUME (CF), Q IS PUMP FLOW —
�' `♦, ''' ' RATE (GPM), AND T IS ➢EATERING TIME <HR), USE MAXIMUM FLOW
TIERATE OF 1000 GPM AND A MINIMUM DEWATERING TIME OF 2 HOURS, I I I
Q - RISER SHALL BE A NON-PERFORATED, SMOOTH OR CORRUGATED III
MATERIAL WITH A FLASHHOARD OPTION, �__,� I_I
PERMIT - CONTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH �I� J�
Z ROADWAY STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT I I_I III \�..; GOIR FIBER BAE FS .
MEETS THE SPECIFICATIONS OF ROADWAY STANDARD 1060-14. STONE ENERGY
1 - PROVIDE 5' STEEL POSTS OF THE SELF-FASTENER ANGLE STEEL III-II ��:• I-II DISSIPATOR
LL TYPE, INSTA STEEL POSTS WITH NO MORE THAN 3' OF THE POST ----�--
APPEARINiG ABOVE THE GROUND, _
d - ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE I—I II f I - ( I I 8"DOWN&4"FORWARD AL NG THE TRENCH
f OR OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND -
4 SIDE SLOPES OF THE BASIN WITH 12' STAPLES. 1I: �kw - - - - - - -
- INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND BOTTOM OF !I II ` i
Q ♦ V-8"MIN.
CROSS-SECTION OF EXCAVATION AREA d,/ ♦ 0 BASIN AT INLET AS SHOWN IN THE DETAIL, I JI SUPPORT POST
`J - USE THIN TYPICAL SECTION SHOWN FOR THE BORROW PIT FRONT VIEW
♦, CONFIGURATION
BASIN AS A GUIDE, THE BASIN MAY HAVE ANY TYPE I i _ (_I
NOT TO SCALE ` Z CONFIGURIATION AS LONG AS SUFFICIENT VOLUME IS PROVIDED AND I I I I I x I I
PROVISIONS ARE MADE FOR A NON-PERFORATED RISER,
- DO NOTE EXCEED 3,5 FT, IN HEIGHT FOR THE EARTH DIKES jl/ _
REQUIRED FOR BORROW PIT DEWATERING BASIN, r1 MAINTENANCE:
\ - THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND 7 7-7 I M��
III^ — _—I
Td ` W DEPENDENT ON SPECIFIC SITE REQUIREMENTS AS WELL AS PROPOSED (1) INSPECT SEDIMENT FENCES AT LEAST
<
CONSTRUCTION OPERATIONS, ONCE A WEEK AND AFTER EACH
_
\ III '., - SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR
W �III —I —
APPROVAL PRIOR TO CONSTRUCTION, I I—�LL — L11— TOP VIEW RAINFALL, MAKE ANY REQUIRED REPAIRS
\� - PUMP T'HE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN EARTH DIKE/— IMMEDIATELY.
TO A MAXIMUM DEPTH OF 6' BELOW TOP OF EARTH DIKE, NOTE ACTUAL
r< - PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE OUTLET OF LOCATION OF (2) SHOULD THE FABRIC OF A SEDIMENT
TOP OF MINING AREA \k,\ I THE PUMPI DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN PLAN DEWATERING BASIN SILT FENCE
WHT T F, ARTI-NSAY ETAI_c \ W ACCORDANICE WITH ROADWAY STANDARD 876.02 FOR OUTLET W/O FENCE COLLAPSE, TEAR, DECOMPOSE OR
s� 53•, '\ g 0 DITCH, WILL VARY, AS
NECESSARY, BASED BACKFILL TRENCH BECOME INEFFECTIVE, REPLACE IT
OpF,3.1 -'- _ _^ \Ty AND COMPACT
1 Limits of �\ ON SITE CONDITION, PROMPTLY,
units of WATER LEVEL:AVE 4' 2 1 ''� ManrenAlnce: THOROUGHLY 1'-8"MIN.
Disturbance Ba?.I Disturbance \7d I— (1) INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER Fj #57 WASHED (3) REMOVE SEDIMENT DEPOSITS AS
Permit Permit EACH RAIINFALL• MAKE ANY REQUIRED REPAIRS IMMEDIATELY, 1 � 1'•0"t EROSION CONTROL NECESSARY T❑ PROVIDE ADEQUATE
BOTTOM OF MINING AREA=16-20"AVE \ (2) BE SURE TO MAINTAIN ACCESS TO BAFFLES, SHOULD -.I I.- S
Boundary Boundary - - )d THE FABRIC OF THE BAFFLES COLLAPSE, TEAR, DECOMPOSE OR I-- 6" I I �Oq STONE STORAGE VOLUME FOR THE NEXT RAIN
♦ BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
(3) REMOVE SEDIMENT DEPOSITS WHEN IT REACHES 1r — -11 2'MIN, FILTER AND REDUCE PRESSURE ON THE FENCE,
HALF-FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE FABRIC TAKE CARE TO AVOID UNDERMINING THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. � \V\ O TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEAN UNCLASSIFIED ANTI-SEEP COL " ` GROUND LINE FENCE DURING CLEANOUT,
PERMIT � 7d OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE EARTH MATERIAL
2. TREES &STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED. UN ARY DESIGN STORAGE DEPTH. STONE ENERGY (4) REMOVE AL FENCING MATERIALS AND
N (4) AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN i_ COIR FIBER BAFFLE STEEL POSTS DISSIPATOR UNSTABLE DEPOSITS AND BRING THE
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN. LL PROPERLY' STABILIZE➢, REMOVE ALL BAFFLE MATERIALS AND
♦u♦ O UNSTABLE: SEDIMENT DEPOSITS. BRING THE AREA TO GRADE VARIABLE CROSS SECTION AREA TO GRADE AND STABLIZE IT AFTER
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA. ` AND STABILIZE IT. 4 THE CONTRIBUTING DRAINAGE AREA HAS
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN, a�� I m TYPICAL SECTION VIEW BEEN PROPERLY STABLIZED,
AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. ��\�♦ /j
/ ♦♦`� RK BLT l IE L c' MULCHING MATERIALS & APPLICATION RATES
/ A �
MATERIAL RATE PER ACRE QUALITY NOTES
CONSTRUCTION SEQUENCE , V/ \ � I. PERMIT I/
•ORGANIC MULCHES
/� STRAW 1-2 TONS DRY, UNCH❑PPED, UNWEATHEREDI - SHOULD COME FROM WHEAT OR ❑ATSI SPREAD BY HAND OR
**ALL SOILS, MINERALS, ROCK, GRAVEL, AND WASTE OR OTHER MATERIAL / j/ �� `♦♦` F �� 1 Q0b AVOID WEEDS, MACHINE) MUST BE TACKED DOWN.
WOOD CHIPS 5-6 TONS AIR DRY - TREAT WITH 12 LBS NITROGEN/TON, APPLY WITH MULCH
BROUGHT ONTO OR REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM ;� / ♦ It " '1.•,,
AN APPROVED PERMITTED FACILITY. WOOD FIBER 0
BLOWER, CHIP HANDLER, OR BY HAND, NOT FUR USE IN FINE
�N / ♦ \ ,5-1 TONS TURF,
eTF i
1, CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR PERMIT "._ __ f�' ii// ♦� /J R\ <y, - ALSO REFERRED TO AS WOOD CELLULOSE, MAY BE
�L �_' ♦♦ t "t /V BARK 35 CUBIC YARDS AIR DRY, SHREDDED OR HYDROSEEDED, D❑ NOT USE IN HOT, DRY WEATHER,
LOCATIONS OF EXISTING UTILITIES 72 HOURS PRIOR TO ��""`�•. \ \ Al
"t y HAMMER-MILLED, OR CHIPS, - APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. D❑
BEGINNING CONSTRUCTION (1-800-632-4949), / ' ` I ? rrmTm PERMIT CORN STALKS 4-6 TONS CUT OR SHREDDED IN 4-6' LENGTH NOT USE ASPHALT TACK,
2, INSTALL SILT FENCE AND SILT FENCE RELIEF PINTS AS � / Y � � - APPLY WITH MULCH BLOWER OR BY HAND, NOT FOR USE IN
PERMIT ! ' \ SERICEA 1-3 TONS GREEN OR DRY) SHEULD CONTAIN FINE TURF,
SHOWN AROUND THE PERIMETER OF THE AREA DESIGNATED / / , ' \ LESPEDEZA MATURE SEED,
FOR STOCKPILE/BERM, ;� , At SEED-BEARING
STEMS
3, PERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED, �/ PERMIT / /• %'': :;_`� \�\ -NETS AND MATS
DO NOT ALLOW ANY DISTURBED AREAS TO REMAIN DISTURBED / / 's" / JUTE NET
ANY LONGER THAN WHAT IS NECESSARY tiJT \g COVER AREA HEAVY, UNIFORM) WOVEN OF
' ' ;� FIBERGLASS NET SINGLE JUTE YARN,
(SEE TABLE BELOW FOR TIMEFRAME REQUIREMENTS), BEFORE / THE PROPOSED PERMIT F� It �, COVER AREA - WITHSTANDS WATERFLOW, BEST WHEN USED WITH ORGANIC
STRIPPING ❑R ANY OTHER LAND DISTURBING ACTING INSIDE THE I , BOUNDARY WILL TIE \ EXCELSIOR MULCH,
/ / , , z- '• INTO THE EXISTING �� T
EXCAVATION AREA, CONSTRUCT TEMPORARY DIVERSION I , , 1 , • PATMTHEEHAUUL ROAD. ��q� \ }\ a/ MAT) (WOOD FIBER COVER AREA MULCH,
WITHSTANDSWATERFLOW, BEST WHEN USED WITH ORGANIC
DITCHES CIF NECESSARY) TO DIRECT SEDIMENT-LADEN RUNOFF T❑ N ❑ TES 1 PERMIT ' %! •'� THE EXISTING HAULWITHSTANDS WATERFL❑W,
` ROAD WILL CONTINUED
BASIN, / , „ s` `• TO BE USED \ FIBERGLASS ROVINGO,5-1 TONS CONTINUOUS FIBERS OF DRAWN
�" q GLASS BOUND TOGETHER WITH A
4, ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED, e/ •' r \ �� NON-TOXIC AGENT,
EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL 1, OWNER MAY RELOCATE HAUL ROAD AS ! �;:w`, CHEMICAL STABILIZERS
AND THE TOPS❑IL USED TO BUILD THE TEMPORARY STOCKPILE, NECESSARY TO FIT THE SITE CONDITIONS, / / PERMITY �'' � ., _ • �rt—�—�— AQUATAIN FOLLOW - APPLY WITH A COMPRESSED ARE EJECTOR, TACK WITH
S, AS THE EXCAVATION PROGRESSES, GRADE THE SLOPES AT A _ AER❑SPRAY MANUFACTURERS EMULSIFIED ASPHALT AT A RATE OF 25-35 GAL/1,000 SF,
/ CURASOL AK SPECIFICATIONS
311 ABOVE THE WATER LEVEL AND AT A 211, OR NATURAL ANGLE 2, STOCKPILED TOPSOIL MAY BE MOVED AS / °� / '� PETROSET
TERRA TACK NOT BENEFICIAL T❑ PLANT GROWTH,
OF REPOSE, BELOW THE WATER LEVEL, NECESSARY TO PIT SITE CONDITIONS, / / y"� • +'~
CRUST 500
6, SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE 3, OWNER WILL MAINTAIN A MINIMUM 10' BUFFERo � PIMPERMTk �e ./ rL_ ILTIiG GENAQUA 743
THEY ARE COMPLETED, ,' / ' " PERMIT `!•�► .,.°� � �- PE DAY M-145
BETWEEN THE PROPERTY LINES AND TOP OF / O ARY
7, AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS SLOPES, / j 4° "-` " �`/ 8'MAX. W/WIRE
ARE STABILIZED, REMOVE ALL TEMPORARY SEDIMENT AND EROSION 4, IF STOCKPILES REMAIN IN PLACE FOR 7 DAYS �� r/ / °� —�+' r (6'MAX, WI/O WIRE}
CONTROL DEVICES, �, w / "o� �`" ( EKISrING 1
.i NEx,)FIER �
OR MORE, THEY WILL BE TEMPORARILY SEEDED PERMIT "F`ER
SOIL STABILIZATION TIMEFRAMES AND MULCHED, // a= T
SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS 5, THE HAUL ROAD IS LOCATED DIRECTLY OFF OF '� wJ �/ /� 18"-24"
E L I B❑WEN ROAD, �l ` / 4 6 '' UNCONTAMINATED EARTHEN MATERIAL GENERATED FROM Uj NATURAL GROIU ND
PERIMETER DIKES, SWALES, 7 DAYS NONE ��' OFFSITE SOURCES WILL BE USED TO BACKFILL PORTIONS OF � — —
DITCHES, AND SLOPES 6, IT IS THE OWNER'S INTENTION TO USE / / W� F V --
THE EXCAVATION AREA. BECAUSE THE SITE IS ACTIVELY PERMIT — — — — — — — — — —
HIGH QUALITY WATER <HOW) 7 DAYS NONE UNCONTAMINATED SOILS, FROM THE UNSUITABLE p }DPP LVANS, MABLL W HEIRS Z
ZONES � / BEING MINED THE EXACT LOCATION TO DISPOSE OF THE r 24'
IF SLOPES ARE 10" OR LESS EXCAVATION (IF ANY), T❑ BUILD SLOPES AND 4e MATERIAL IS UNKNOWN AT THIS TIME. HOWEVER, NO OFFSITE \ I••j 8"DOWN&4"FORWARD ALONG THE TRENCH
IN LENGTH AND ARE NOT l GENERATED MATERIAL WILL BE DISPOSED OF OUTSIDE OF THE LL NOTES: FILTER FABRIC
SLOPES STEEPER THAN 311 7 DAYS STEEPER THAN 211, 14 DAYS BACKFILL PORTIONS ❑F THE PITS, C, �/ / �/ (1) USE WIRE A MINIMUM OF 32
ARE ALLOWED, 7, THERE WERE NO APPARENT WELLS WITHIN 1,500' / PERMIT / EXISTING APPROVED EXCAVATION LIMITSOFf22.89ACRES. � \ IN WIDTH AND WITH A MINIMUM ❑F BACKFILL TRENCH
a THIS OFFSITE MATERIAL WILL ALSO BE USED TO BUILD AND �•�� do 6 LINE WIRES WITH 12' :STAY AND COMPACT
7 DAYS FOR SLOPE'S GREATER OF THE PROPOSED BORROW PIT, 'e J SPACING, THOROUGHLY
SLOPES 3�1 ❑R FLATTER 14 DAYS THAN 50' IN LIENGTH, / RECLAIM THE SLOPES AROUND THE EXCAVATION AREA. _
��-' - ?s• PERMIT
ALL OTHER AREAS WITH NONE, EXCEPT FOR 8, OWNER WILL ADD ADDITIONAL EROSION CONTROL i; °�F N ,Ry r� (2) USE FILTER FABRIC A
SLOPES FLATTER THAN 4d PERIMETERS AND HIQW ZONES, / "� / g II—III—III-�F —III—III—I
14 DAYS 1r !'- So• q` vJ MINIMUM ❑F 36 IN WIDTH AND — I I
MEASURES, AS NECESSARY, TO CONTAIN RUNOFF, �_,; �.• • �Fr�2 glFoeGFF PERMIT I FASTEN ADEQUATELY T❑ 'THE WIRE —III=III MIN MIN I I11ilI I I—I I I I I I1=
. am F� 11=1 11=1 I I- — „
CATEGORY AFFECTED ACREAGE 9, A 50 UNDISTURBED BUFFER WILL BE __._._� FF� I AS DIRECTED, 24
MAINTAINED BETWEEN ANY JURISDICTIONAL ♦♦�b I �� <3) PROVIDE 5'-0' STEEL POST —III=1I1—II —' II II—III=1II-
OF THE SELF-FASTENER ANGLE
MODIFICATION MINING AREA 10.77 ACRES FEATURE AND OUR PIT OPERATIONS, �' "
PERMIT � � ♦ �� I �g STEEL TYPE ANGLE, ANGLE STEEL �
Xt+'`o a w °sy . W NMRMNANCE:
10. ALL WETLANDS AND JURISDICTIONAL •,�,�,�,� i
EXISTING MINING AREA 12.12 ACRES +?• (1) INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY
WATERS/POND WILL HAVE THE REQUIRED �� s�� '' REQUIRED REPAIRS IMMEDIATELY,
<^� � 50 WETLAND�(1FfER
.� no 9 1 • �\ (2) SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE TEAR DECOMPOSE OR BECOME
25' UNEXCAVATED BUFFER& 4.68 ACRES SETBACKS, ;• �a / \ '
EXISTING UNEXCAVATED BUFFER ZONE - ��� �•%% , _ .•- • ••-Y•rw~ /" >t g , INEFFECTIVE, REPLACE IT PROMPTLY,
�:,•; • ••;•.•• - •: w <3) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
. •.•.•.• • `.` .• . •. PERMIT I a� THE NEXT RAIN AND TO REDUCE ON THE FENCE, TAKE CARE TO AVOID UNDERMINING THE FENCE
HAUL ROADS 2.34 ACRES _ • _ ••;•;•;•• WETLANDS . . •:�: � •��.� � � � ��/ DURING CLEAN❑UT,
TEMPORARY STOCKPILE AREA PERMANENT SEEDING & MULCHING SPECIFICATIONS E'EE�E_, r nsr_ w • « - - - ,=•��"'�.� � �� (4) REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITES AND BRING THE AREA
REDDIC K, WILLIAM .Y� III I TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
(TOPSOIL&WASTE MATERIAL) 5.55 ACRES PERMIT _ • ••;����• ♦�/ �� � PL PL i•�, �, STABILIZED,
T c
PERMANENT SEEDING& MULCHING SPECIFICATIONS ��, PERMIT -"r a` �? I ��_
PS (REF. S&EC MANUAL SECTION 6.11t) c rn t PL PL—
PERMIT C_ N Q (*'I y I PL
TOTAL ACREAGE AFFECTED 1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND r� x AND, Mlc;l IAEI_. a
35.46 ACRES PLOWED TO A DEPTH OF 5". THE TOP 2"SHALL BE PULVERIZED TO PROVIDE A Tl RnD ERs, rm n r
rr,0 _n LDu1_r F{ �� LrALs
UNIFORM SEEDBED. LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE �Rr E NE, RLIBERT I_ ��;z, _a BARNHILL
TOTAL ACREAGE PERMITTED 35.46 ACRES ADEQUATE
E DISTRIBUTION.IOR E LIME AND FERTILIZER SHOULD BE INCORPORATED INTO m /� �� MAI_clN F r:I n II_E_Y IiEIRs i JCS 1 ` TEMPORARY SEEDING & MULCHING SPECIFICATIONS
a,�p CONTRACTING
LEGEND 2• THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED / g ` v
(REF. S&EC, TABLE 6.11t): Q �¢ ' N �' ` TEMPORARY SEEDING& MULCHING SPECIFICATIONS
g `�� d (REF. S&EC MANUAL SECTION 6.10) COMPANY
Items RATE (Ibs/acre) DATES �� w• ,� � � �,�'',
' r i 1. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED
PROPERTY LINE — ----- TEMP SILT Common Bermudagrass 10 �� / ' g ' (REF. S&EC, TABLE 6.10a AND b):
,
Pensacola Bahigrass 50 April 1 -July 15
TREE LINE FENCE Sericea Lespedeza 30 � / atl SPECIES RATE(Ibs/acre) DATES 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
SILT FENCE OUTLET Nurse Plant- German Millet 10 April 15-August 15 j Rye (Grain) 120 August 15 1 December 30 ROCKY MOUNT, NORTH CAROLINA 27804
NEW Nurse Plant- Rye(Grain) 25 Prior to April 19 and After August 15 f 9
WETLAND BOUNDARY BOUNDARYMIT — — — Agricultural
(1l0 Limestone
ne 4500 ' ' German Millet 40 April 15-August 15 OWNER: ROBERSON SAND PIT II, LLC
Straw Mulch 4000 Limestone 4000 DIRAWN BY: Dustin Faulkner
UNEXCAVATED EXISTING PERMIT (Note: Minimum 75% coverage and must be anchored with tack, tied down, or disk Fertilizer 10-10-10 750 December 1 -August 15
BUFFER BOUNDARY — __._ . with blades set nearly straight.) Fertilizer(10-10-10; 1000 August 15- December 30 D
PROPOSED 3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED. Straw Mulch 4000 RECEIVE
TEMP, CERTIFICATION NO.: 4119 CV
3
C
STOCKPILE MINING AREA (Note: Minimum 75% coverage and must be anchored with tack,tied down, 80 1 v 2020
AREA _ 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE or disk with blades set nearly straight.) SCALE: 1 = 200'
W PROPOSED NET GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED.
EXISTING -'— :_ ANCHOR MULCH WITH APHALT TACK, NETTING, OR BY CRIMPING WITH A DISK WITH 2. RESEED REFERTILIZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR LAND QUALI-W
MINING AREA HAUL ROAD BLADES SET NEARLY STRAIGHT. OTHER DAMAGE. I G PR
- EXISTING DATE: ORIGINAL 9/1 /2019 RE\RE 9 20
EXISTING STRUCTURES PS
HAUL ROAD POWERLINE TS SHEET: 1 of 1