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b\ itton,Wesley Mark \
�I U Goodwin , Joseph Wallace III
�I oodwin , Joseph Wall ce III
\ � UNCONTAMINATED EARTHEN MATERIAL GENERATED FROM
e\ OFFSITE SOURCES WILL BE USED TO BACKFILL PORTIONS OF
I �\or THE EXCAVATION AREA. THE EXACT LOCATION TO DISPOSE OF
e ` e51 THE MATERIAL IS UNKNOWN AT THIS TIME. HOWEVER NO
\ OFFSITE GENERATED MATERIAL WILL BE DISPOSED OF
I PL P` PL PL_PL_ OUTSIDE OF THE EXISTING APPROVED EXCAVATION LIMITS OF
1a h G e I W PL._.---PL__—.PL.._--PL_.--
ones, M' \ PL PL PL ±8.98 ACRES. THIS OFFSITE MATERIAL WILL ALSO BE USED TO
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� U �— Id 1 ,���,,,=—mod, "`-'- BUILD AND RECLAIM THE SLOPES AROUND THE EXCAVATION
it ld—,d ,d •1d Td—,d—w— —'id—Id ' 0 .. an AREA.
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dw no 1*4 Goodwin,Thelma L
I Vstruction Entrance
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i LIMITS OF DISTURBANCE
PERMIT BC)EDNDARV LII ITS OF DISTURBANCE
--- _--_ —__ PERMIT BOUNDARY
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LIMIT OF DISTURBANCE
MIT BOUNDA
100 Year Flood Plain I' APB 0 5 2024
OF SST fGFNF �C w'r % .
. SaRryFryMg MgTE® �� x.
• ACCESS GATE
TEMPORARY STOCKPILE
AREA 0.57,ACRES
MINE EXCAVATION'. , LIMITS OF DISTURBANCE
PERMIT BOUNDARY 8.95•ACRES
g CONSTRUCTION SEQUENCE
� ..,...- •,EiT RMIT BOUNDARY
LIMITS OFDISTURBANCE � ���a
ALL SOILS, MINERALS, ROCK, GRAVEL, AND WASTE OR OTHER MATERIAL
BROUGHT"ONTO OR REMOVED FROM THIS SITE MUST BE HAULED TO OR
K yob G,� FROM AN APPROVED PERMITTED FACILITY.
Jx
\ nvv 1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR
- °
S LOCATIONS OF EXISTING UTILITIES 72 HOURS PRIOR TO BEGINNING
m O 19 CONSTRUCTION (1-800-632-4949).
r -- 2. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS
�( SHOWN AROUND THE PERIMETER OF THE AREA DESIGNATED FOR
1 n C "00 PER TBOUNDA Y STOCKPILE/BERM.
C G U g h m c n , V yc t t I� Ig `�°`'" --- - 3. PERMANENTLY SEED AREAS THAT WILL NOT BE RE—DISTURBED
DO NOT ALLOW ANY DISTURBED AREAS TO REMAIN DISTURBED ANY
LONGER THAN WHAT IS NECESSARY (SEE TABLE BELOW FOR
TIMEFRAME REQUIREMENTS). BEFORE STRIPPING OR ANY OTHER
O LAND DISTURBING ACTING INSIDE THE EXCAVATION AREA,
CONSTRUCT TEMPORARY DIVERSION DITCHES (IF NECESSARY) TO
DIRECT SEDIMENT—LADEN RUNOFF TO BASIN.
CATEGORY AFFECTED ACREAGE � � ,I 4. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED,
i
MINING AREA 8.98 ACRES EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL
AND THE TOPSOIL USED TO BUILD THE TEMPORARY
/HAUL ROADS 1.40 ACRES
STOCKPILE/BERM.r
TEMPORARY STOCKPILE AREA
5. AS THE EXCAVATION PROGRESSES, GRADE THE SLOPES AT A
(TOPSOIL&WASTE MATERIAL) 0.57 ACRES m ° 3: 1 ABOVE THE WATER LEVEL AND AT A 2: 1, OR NATURAL ANGLE
r OF REPOSE, BELOW THE WATER LEVEL.
6. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE
UNEXCAVATED BUFFERBERM 4.01 ACRES THEY ARE COMPLETED.
SEDIMENT BASIN 0.51 ACRES ° 7. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS
ARE STABILIZED, REMOVE ALL TEMPORARY SEDIMENT AND EROSION
TOTAL ACREAGE AFFECTED
° CONTROL DEVICES.
11.46 ACRES
TOTAL ACREAGE PERMITTED 15.47 ACRES BARNHILL
LEGEND �� �° CONTRACTING
IMITS r
F DISTURBANCE M..40 .
'ROPERTY LINE _P`'P<_P<_ PERMIT BOUNDARY — — — — — — — �'° COMPANY
°
:LOOD PLAIN CONSTRUCTION
800 ENTRANCE Tiffany Blvd, Suit 200, P.O. BOX 7948
"REE LINE ■ � ■• � i ■ � ROCKY MOUNT, NORTH CAROLINA 27804
TILT FENCE In—_nl—In—ul--- HAUL ROAD
OWNER: West Small
NETLAND BOUNDARY �� .// %/ TEMP. SILT DRAWN BY: Dustin Faulkner
/� /�L FENCE
OUTLET CERTIFICATION NO.: 4119
JNDISTURBED PROPOSED
3UFFER so'UNDISTURBEDBUFFER MINING AREA �_�.,. SCALE: 1 " = 200'
'EMP. STOCKPILE EXISTING kREA STRUCTURES DATE: REVISED 04/03/2024
•—•
SHEET: 1 of 3

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SILT FENCE OUTLET
HARDWARE CLOTH SILT FENCE PERMANENT SEEDING & MULCHING SPECIFICATIONS a /�
SILT FENCE SOIL STABILIZATION TIMEFRAMES
. ,;.;«►;«;.;.;«„«;.;g,.�;.;.;,.;«;+•.;.;..,+yy +°;$•++�e;+:� +'•; .;+;•,+:•'«°.«'+«,•:w►:;�: PERMANENT SEEDING & MULCHING SPECIFICATIONS \� /�
����.�e+«.e.��e��.�.:.��e•e�+�+e«�«+��ypp��4��+ ��pe'+�►+s�y��•pwe.��►�����.4:0�►��:.o����+ �+« pcv SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
es+ ««+ eee0ei'«ee♦+•+si aeee Oi•'•e « «+•'i a ee« +•�'i • « . (REF. S&EC MANUAL SECTION 6.11t) b
i+ +R►+•ii�..'e� ••'. . ins%e'.�'•�.s�i*�i�ii•«ii+'•'•a+'es%' �e«++Oiii•'+•'•e+e+`�•++s+s+e�'+•i�`'«+' °�±• '«
��A�,�•�����•�•�,����,��t����.��,�„ti.•e ` «�+.�..,•�;4t•;�•�g���•Ayg�.��� «e�•y��,�+ ±�° 1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND � / PERIMETER DIKES, SWALES,
°Z► PLOWED TO A DEPTH OF 5". THE TOP 2 SHALL BE PULVERIZED TO PROVIDE A ^� DITCHES, AND SLOPES 7 DAYS NONE
.•:' B`®:0+:*::'��:`'o`i''.+•:'O:'i1:'«v'''':i':'', •''+O•s+'+':''e+0+:'i•:+�'«••:•�''`. :+��r: +`« UNIFORM SEEDBED. LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE b� HIGH QUALITY WATER (HOW)
'e �Oe�����+i�*•`'+j`%•�•'•'e%��q`.�«`+°'+pPii+' +'i++�e��o`y+ �•�'«*«op +,i+i•'i•'«*%+•'«�e'�« ++ ADEQUATE DISTRIBUTION. LIME AND FERTILIZER SHOULD BE INCORPORATED INTO / ZONES 7 DAYS NONE
e D.e+e«�e e�e•ee�l,' •'.�❖�y�,. +e •.�;+�$•o.o«•:�:+►:o e�'� o THE SOIL PRIOR TO SEEDING.
� IF SLOPES ARE 10' OR LESS It
2. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED b / LENGTH AND ARE NOT STEEPEI
1'-8"MIN. SUPPORT POST (REF. S&EC, TABLE 6.11t): b /y SLOPES STEEPER THAN 3:1 7 DAYS THAN 2:1, 14 D
10, FRONT VIEW SLOPES 3:1 OR FLATTER 14 DAYS DAYS ARE
Items RATE (Ibs/acre) DATES \ ^� 7 DAYS FOR SLOPES GREATEF
a /
Common Bermudagrass 10 THAN 50' IN LENGTH.
Pensacola Bahigrass 50 -f- April 1 -July 15 ^�
MAINTENANCE: Sericea Lespedeza 30 ALL OTHER AREAS WITH 14 DAYS NONE, EXCEPT FOR PERIMETER'
(1) INSPECT SEDIMENT FENCES AT LEAST Nurse Plant-German Millet 10 Aril 15-August 15 b ^� SLOPES T AND HOW ZONE a.-
ONCE A WEEK AND AFTER EACH RAINFALL, Nurse Plant- Rye (Grain) 25 Prior to April 1 and After August 15 �b
TOP VIEW MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
(2) SHOULD THE FABRIC OF A SEDIMENT Agricultural Limestone 4000 \/ NOTES :
FENCE COLLAPSE, TEAR, DECOMPOSE OR Fertilizer(10-10-10) 500
SILT FENCE BECOME INEFFECTIVE, REPLACE IT PROMPTLY. Straw Mulch 4000
BACKFILL TRENCH (3) REMOVE SEDIMENT DEPOSITS AS (Note: Minimum 75% coverage and must be anchored with tack,tied down, or disk
AND COMPACT
THOROUGHLY V-8"MIN. NECESSARY TO PROVIDE ADEQUATE STORAGE with blades set nearly straight.)
�Q #57WASHED VOLUME FOR THE NEXT RAIN AND REDUCE 1 . CONTRACTOR MAY RELOCATE HAUL ROAD AS
<S�oQ STONE EROSION CONTROL PRESSURE ON THE FENCE. TAKE CARE TO 3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED. NECESSARY TO FIT THE SITE CONDITIONS.
AVOID UNDERMINING THE FENCE DURING
2'MIN. 2 1 FFILTER ABRICCLE REMOVE AL FENCING MATERIALS AND 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE 2. STOCKPILED MATERIAL MAY BE MOVED AS
GROUND LINE UNSTABLE DEPOSITS AND BRING THE AREA GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. NECESSARY TO FIT SITE CONDITIONS.
TO GRADE AND STABLIZE IT AFTER THE ANCHOR MULCH WITH APHALT TACK, NETTING, OR BY CRIMPING WITH A DISK WITH 3. CONTRACTOR WILL MAINTAIN A MINIMUM 50' BUFFER
CONTRIBUTING DRAINAGE AREA HAS BEEN BLADES SET NEARLY STRAIGHT.
CROSS SECTION PROPERLY STABLIZED. PS BETWEEN THE PROPERTY LINES AND TOP OF
SLOPES.
4. IF STOCKPILES REMAIN IN PLACE FOR 7 DAYS OR
F_ 8'MAX. W1WIRE _ MULCHING MATERIALS & APPLICATION RATES J FILTRATION IF NEEDED MORE, THEY WILL BE TEMPORARILY SEEDED AND
(6 MAX. WI/O WIRE) MULCHED.
GENE RMIOEEBORROW PIT DEWATERING BASIN SIZE USING GEOTEXTILE-
MATERIAL RATE PER ACRE QUALITY NOTES _ - 5. THE HAUL ROAD IS LOCATED DIRECTLY OFF OF
V- 8.0203 •Q • T, WHERE V IS VOLUME (CF), Q IS PUMP FLOW RATE
-ORGANIC MULCHES W (GPM), AND T IS MINIMUM TIME (HR). USE MAXIMUM FLOW RATE OF I I I I-I I I-I I I-I I I-I I I-I III _ B 0 WE N S ROAD.
T 1000 GPM AL A MINIMUM PERFODEWATERINGATE TIME OF 2 HOURS. ---
rAa a " # v o-�V STRAW 1-2 TONS DRY Q - RISER SHALL 8E ANON-PERFORATED, SMOOTH OR CORRUGATED ( I I 1 Ll } 1_ _I
�:.< � � w� � ���_ �� � a, �.�� ,�,, UNCHOPPED, UNWEATHERED; - SHOULD COME FROM WHEAT OR OATS; SPREAD BY HAND OR ` - 6. IT IS THE CONTRACTORS INTENTION TO USE� �r„¢�' n s"..�s{��°a �� e`:'"`�� "m�,r��"`�"" `�' , MATERIAL WITH A FLASHBOARD OPTION. e -
18'-24" ,. � ;�" " s4°* <,"•a Ira �$ .; AVOID WEEDS. MACHINE; MUST BE TACKED (DOWN. - CONTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY ��` COIR FIBER BAFFLES ,;
v° „?"a� va e�taHn v` WOOD CHIPS STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT MEETS THE '
5-6 TONS AIR DRY - TREAT WITH 12 LBS NITROGEN/TON. APPLY WITH MULCH BLOWER, z SPECIFICATIONS OF ROADWAY STANDARD 1060-14. I I-I I I . .�; III STONE ENERGY
_ UNCONTAMINATED SOILS FROM THE UNSUITABLE
( ( ( ! (-I I DISSIPATOR
NATURAL GROUND �o�'° ��. m•, .� E {��a�$a *��w � d: CHIP HANDLER, OR BY HAND,. NOT FUR USE IN FINE TURF. - - PROVIDE 5' STEEL POSTS OF THE SELF-FASTENER ANGLE STEEL TYPE. is � �-
W ;, 3.n •;;r , WOOD FIBER 0.5-1 TONS - ALSO REFERRED TO AS WOOD CELLULOSE. MAY BE HYDROSEEDED. INSTALL STEEL POSTS WITH NO MORE THAN 3' OF THE POST APPEARING EITHER ON SI TE OR
- _ r. ABOVE THE GROUND.
U - 11-ME"
- DO NOT USE IN HOT DRY WEATHER. QM - ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR I I-I F . •:: EXCAVATION (IF ANY), FR FROM
I 1 BARK 35 CUBIC YARDS AIR DRY, SHREDDED OR - APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. DO NOT IW OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND SIDE I I h I" OFFSITE, TO BUILD SLOPES AND BACKFILL
24" LJ L� HAMMER-MILLED, OR CHIPS. USE ASPHALT TACK. SLOPES of THE BASIN WITH 12' STAPLES. I'
Z 8"DOWN &4" FORWARD ALONG THE TRENCH CORN STALKS 4-6 TONS - INSTALL TYPE 2 IN THE
ON SIDESLOPES AND BOTTOM OF BASIN I 4
CUT OR SHREDDED IN 4-6" LENGTH - APPLY WITH MULCH BLOWER OR BY HAND. NOT FOR USE IN FINE � AT INLET AS SHOWN IN THE DETAIL. I I-III'. ,• -_ I I PORTIONS OF THE PITS.
- USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT DEWATERING
TURF.
W NOTES: BASIN AS A GUIDE. THE BASIN MAY HAVE ANY TYPE CONFIGURATION AS III I, :` (-I I 7. CONTRACTOR WILL ADD ADDITIONAL EROSION
1 USE WIRE A MINIMUM OF 32" IN FILTER FABRIC SERICEA 1-3 TONS GREEN OR DRY; SHOULD CONTAIN �_ LONG AS SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MADE I' "'C'�=`
LL ( ) LESPEDEZA MATURE SEED. FOR A NON-PERFORATED RISER. ._:r_:'._... I I CONTROL MEASURES,WIDTH AND WITH A MINIMUM OF 6 BACKFILL TRENCH SEED-BEARING - DO NOT EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIKES REQUIRED III t I I-IT _ - - -I I , AS NECESSARY, TO CONTAIN
AND COMPACT FOR BORROW PIT IT DIEW RINGTERI BASIN. RUNOFF.
LINE WIRES WITH 12" STAY SPACING. STEMS w - THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND
THOROUGHLY -NETS AND MATS DEPENDENT ON SPECIFIC SITE REQUIREMENTS AS WELL AS PROPOSED
(2) USE FILTER FABRIC A MINIMUM I- CONSTRUCTION OPERATIONS. I I I I=I I I I=III=III=III Q 1
J JUTE NET - SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR APPROVAL = - - _ _ _ _ 8. A '50 UNDISTURBED BUFFER WILL BE MAINTAINED
OF 36 IN WIDTH AND FASTEN I I-III-I I I� I--Kf I 1 1-111-1 COVER AREA PRIOR TO CONSTRUCTION.
- I I- - - HEAVY, UNIFORM; WOVEN OF SINGLE _ PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN TO A EARTH DIKE
ADEQUATELY TO THE WIRE AS -III-III I 4"- II II=III-III-III- FIBERGLASS NET ?� NOTE ACTUAL BETWEEN ANY JURISDICTIONAL FEATURE AND OUR
S" JUTE YARN. - WITHSTANDS WATERFLOW. BEST WHEN USED WITH ORGANIC MULCH. MAXIMUM DEPTH of 6" BELOW TOP OF EARTH DIKE.
III- PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE OUTLET OF THE LOCATION OF
DIRECTED. �I-III III IN MIM I -III �II I COVER AREA - WITHSTANDS WATERFLOW. BEST WHEN USED WITH ORGANIC MULCH. PLAN DEMVATERING BASIN PIT OPERATIONS.
3 PROVIDE 5 -0 STEEL POST OF _ PUMP DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN
■ ' " -I I I 24" EXCELSIOR - WITHSTANDS WATERFLOW. W ACCORDANCE WITH ROADWAY STANDARD 878.02 FOR OUTLET W/0 DITCH. WILL VARY, AS
( ) -I�I-)I(-I I -r=•--•�+ III'-1�I-I�I III (WOOD FIBER MAT�OVER AREA Q NECESSARY, BASED
THE SELF-FASTENER ANGLE STEEL - - pp - - - ON SITE CONDITION. 9. ALL WETLANDS AND JURISDICTIONAL WATERS POND
TYPE ANGLE, ANGLE STEEL TYPE. I=,'I I I I,'' I=I I I --- I �_I (-I �_,'�
� FIBERGLASS ROVING MAINTENANCE:
I- ,�, IN�Cf-BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH WILL HAVE THE REQUIRED SETBACKS.
MAINTENANCE: 0.5-1 TONS CONTINUOUS FIBERS OF DRAWN RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 1'•0"t
(2) BE SURE TO MAINTAIN ACCESS TO BAFFLES. SHOULD THE 1'-0"t
LLB (1) INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY GLASS BOUND TOGETHER WITH A - APPLY WITH A COMPRESSED ARE EJECTOR. TACK WITH EMULSIFIED FABRIC OF THE BAFFLES COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 1Y 1%=
REQUIRED REPAIRS IMMEDIATELY. -CHEMICAL STABILIZERS NON-TOXIC AGENT, ASPHALT AT A RATE OF 25-35 GAL/1,000 SF. _ 1
(3) REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF-FULL 1�
AQUATAIN TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
(2) SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, AQUATAI AY FOLLOW O TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID UNCLASSIFIED ANTI-SEEP COL' R
REPLACE IT PROMPTLY. CURASOL AK MANUFACTURER'S DAMAGING THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH BARNHILL
NOT BENEFICIAL TO PLANT GROWTH. SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. EARTH MATERIAL
(3) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE PETROSET SPECIFICATIONS ry (4) AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STONE ENERGY
PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND Z COIRFIBERBAFFLE STEEL POSTS DISSIPATOR TEMPORARY SEEDING & MULCHING SPECIFICATIONS
NEXT RAIN AND TO REDUCE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING TERRA TACK UNSTABLE SEDIMENT DEPOSITS. BRING THE AREA TO GRADE AND VARIABLE
CLEANOUT. CRUST 500 O STABILIZE IT. CONTRACTING
(4) REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITES AND BRING THE AREA TO MEN45UA 743 m 4� TYPICAL SECTION VIEW
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. -e e °`°`°""` 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
CROSS-SECTION OF EXCAVATION AREA TO BE MOTTO SCALE ENTRANCE DETAIL (REF. S&EC,TABLE 6.10a AND b):
CROSS-SECTION OF EXCAVATION AREA BACKFILLED NOT TO SCALE SPECIES RATE(Ibs/acre) DATES 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
NOT TO SCALE WITH UNCONTAMINATED OFFSITE EARTHEN MATERIAL 25' Rye (Grain) 120 December 1 -April 15 ROCKY MOUNT, NORTH CAROLINA 27804
ROADWAY(TYP) &° August 15-December 30
TOP OF MINING AREA WI 1 ` �
_. .. P.. �' TOP OF BACKFILL ■,W _�w • i i i gida,V
S(Op German Millet 40 April 15-August 15 OWNER: West Small
6- _ UNCONTAMINATED OFFSITF I r-
Permit Boundaryo WATER LEVEL:AVE 4' z� Permit Boundaryr«npor■ry F " FaarxNm�arralAr. r s ti Limestone 4000
c SLOPE' Silt F■nos Silt DItdry" `?., SUOFEn4 TSI«"I!Dletohry TZI aY NEW GRASS-LINED \-WIDEN&STABILIZE aM/ December 1 -August 15 DRAWN B Y: Dustin Faulkner
`_` ,�- Permit Boundary BOTTOM OF MINING AREA-16-20'AVE Permit Boundary SWALE EXISTING FARM ROAD Fertilizer 10-10-10 750 .7
BOTTOM OF MINING AREA=16-20'AVE Fertilizer�10-10-10; 1000 August 15-December 30
CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD CERTIFICATION NO.: 4119
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. TIT' Straw Mulch 4DOD
2. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA. NOTES: MAINTENANCE: STONE (Note: Minimum 75% coverage and must be anchored with tack,tied down,
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. 3. DURING MINING ACTIVITIES AND UPON COMPLETION OF THE EXCAVATION, UNCONTAMINATED (1)EROSION CONTROL ITEMS WILL BE INSTALLED 6"MIN.
2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED. OFFSITE PREVENT MUD OR SEDIMENT FROM LEAVING THE �AGGREGATE SIZE-USE2TO3INCHWASHEDSTONE or disk with blades set nearly straight.) SCALE: 1 " = 100,
BEFORE CONSTRUCTION. \
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN. GENERATED EARTHEN MATERIAL WILL BE USED TO BACK PORTIONS OF THE EXCAVATION (2)USE SAND OR OTHER EARTHEN MATERIAL TO CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC 2. DIMENSIONSOFGRAVELPAI ti5
AREA. CONSTRUCT HAUL ROAD TO#25'WIDE. GRADING. AFTER EACH RAINFALL,INSPECT ANY THICKNESS: SINCHESMINIMUM �N 2. RESEED REFERTILIZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA. 4. UNCONTAMINATED OFFSITE GENERATED EARTHEN MATERIAL WILL ALSO BE USED TO BUILD (3)SIDESWALESWILLBEGRADEDACCORDINGLY. STRUCTURE USED TO TRAP SEDIMENT AND CLEAN WIDTH: 25 FOOT MINIMUM OR FULL WIDTH AT ALL POINTS \ OTHER bAMAGE.
(4)PERFORM FINAL GRADING AND STABILIZATION OF OF THE VEHICULAR ENTRANCE AND EXIT AREA: DATE: REVISED 0 4/0 3/2 0 2 4
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN, AND RECLAIM THE SLOPES AROUND THE EXCAVATION AREA. HAUL ROAD. IT JE I NECESSARY.ATE IALS SPILLED REMOVE ALL LENGTH: 0 FEET(MNIMUM WHICHEVER IS EATER.
OBJECTIONABLE MATERIALS SPILLED,WASHED,OR
5 SEED AND MULCH GRASS-LINED SWALES 3. LOCATION-LOCATE CONSTRUCTION ENTRANCE AND EXIT TO LIMIT
AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. ( ) TRACKED ONTO PUBLIC ROADWAYS. SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM T
IMMEDIATELY AFTER STABILIZATION,PER UTILITv BY ALL CONSTRUCTION VEHICLES.
\/CP_CTATIntd 01 AN AVOIDSTEEP GRADES AND ENTRANCES AT CURVES. SHEET. 2 of

FINAL RECLAMATION OE POND AREA
• 'FN��T�FgyVNCo
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FINAL POND AREA.
•8.98,ACRES
FINAL ,
L RE ,AMATION
C
s 0� APR 0 ?074
1. Mine Excavation area shall be graded and �F
o
dressed according to the mine drawings detail on
page 2. Barnhill Contracting Company will backfill
portions of the mine excavation area with
uncontaminated offsite generated material. The areas
that are backfilled shall not be graded above natural
elevation and graded according to mine drawings
detail on page 2.
BARNHILL
CONTRACTING
COMPANY
800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROCKY MOUNT, NORTH CAROLINA 27804
OWNER: WEST SMALL
DRAWN BY: Dustin Faulkner
CERTIFICATION NO.: 4119
SCALE: 1 " = 100'
DATE: REVISED 04/03/2024
SH FFT: 3 of 3