20230913_Mine_Maps

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CHOWAN COUNTY
15 . 47 ACRES
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Goodwin, Joseph Wallace III
� oodwin, Joseph Wall ce III �� �.� �
UNCONTAMINATED EARTHEN MATERIAL GENERATED FROM
�I MAIN � OFFSITE SOURCES WILL BE USED TO BACKFILL PORTIONS OF
� \G� e� °�°�s THE EXCAVATION AREA. THE EXACT LOCATION TO DISPOSE OF
-A THE MATERIAL 1S UNKNOWN AT THIS TIME. HOWEVER NO
td' �, Qi�' /;•'� \ °O°, PL—PL_ OFFSITE GENERATED MATERIAL WILL BE DISPOSED OF
\ �'0 "� PL PL--PL P`— OUTSIDE OF THE EXISTING APPROVED EXCAVATION LIMITS OF
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_ PL f 8.98 ACRES. THIS OFFSITE MATERIAL WILL ALSO BE USED TO
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•fPL_d PL--PL—P`—" BUILD AND RECLAIM THE SLOPES AROUND THE EXCAVATION
,d—ldy—,d �—' own � � AREA.
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LIMITS OF DISTURBANCE
PERMIT BOUNDARY , LI ITS OF DIISTURBANCE
` PERMIT BOUNDARY
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LIMIT OF DISTURBANCE
# PER IT BOUNDARY
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100 Year Flood Plain
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• ACCESS GATE ♦
TEMPORARY STOCKPILE `®
AREA 0.57.ACRES
MINE EXCAVATION. J
• 8.98,ACRES
LIMITS OF DISTURBANCE
PERMIT BOUNDARY CONSTRUCTION SEQUENCE
ALL SOILS, MINERALS, ROCK, GRAVEL,AND WASTE OR OTHER MATERIAL
BROUGHT"ONTO OR REMOVED FROM THIS SITE MUST BE HAULED TO OR
FROM AN APPROVED PERMITTED FACILITY.
1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR
LOCATIONS OF EXISTING UTILITIES 72 HOURS PRIOR TO BEGINNING
�� gl l 9 v v ♦ CONSTRUCTION (1-800-632-4949).
SI ' I ♦♦♦ 2. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS
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♦ SHOWN AROUND THE PERIMETER OF THE AREA DESIGNATED FOR
STOCKPILE/BERM.
♦♦ 3. PERMANENTLY SEED AREAS THAT WILL NOT BE RE—DISTURBED.
Caughman , Wyatt E ��
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- % MONO IMI'SOFDISTURBANC DO NOT ALLOW ANY DISTURBED AREAS TO REMAIN DISTURBED ANY
1 � � P RMIT 80UNDARY
a i LONGER THAN WHAT IS NECESSARY (SEE TABLE BELOW FOR
I
t T'I TIMEFRAME REQUIREMENTS). BEFORE STRIPPING OR ANY OTHER
LAND DISTURBING ACTING INSIDE THE EXCAVATION AREA,
O CONSTRUCT TEMPORARY DIVERSION DITCHES (IF NECESSARY) TO
DIRECT SEDIMENT—LADEN RUNOFF TO BASIN.
CATEGORY AFFECTED ACREAGE r. 4. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED,
EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL
MINING AREA 8.98 ACRES AND THE TOPSOIL USED TO BUILD THE TEMPORARY
AD
$ 0
/ STOCKPILE/BERM.
HAUL ROADS 1.40 ACRES g ! 5. AS THE EXCAVATION PROGRESSES GRADE THE SLOPES AT A
3: 1 ABOVE THE WATER LEVEL AND AT A 2: 1, OR NATURAL ANGLE
TEMPORARY STOCKPILE AREA 0.57 ACRES C r OF REPOSE,
(TOPSOIL&WASTE MATERIAL) BELOW THE WATER LEVEL.
\� 1 / 6. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE
THEY ARE COMPLETED.
UNEXCAVATED BUFFER/BERM 4.01 ACRES 7. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS
�u ARE STABILIZED, REMOVE ALL TEMPORARY SEDIMENT AND EROSION
SEDIMENT BASIN 0.51 ACRES \ ,r CONTROL DEVICES.
TOTAL ACREAGE AFFECTED 11.46 ACRES /
BARN H I LL
TOTAL ACREAGE PERMITTED 15.47 ACRES ' CONTRACTING
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LEGEND /
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COMPANY
DROPERTY LINE _P``�P` P — PERMIT BOUNDARY /
800 Tiffany Blvd. Suit 200, P.O. BOX 7948
=LOOD PLAIN CONSTRUCTION I ROCKY MOUNT, NORTH CAROLIINA 2 804
"REE LINE ■ ■■ ■■ ar .■
ENTRANCE
West Small
'ILT FENCE ul—ul—nl—ul_..
HAUL ROAD
DRAWN BY: Dustin Faulkner
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NETLAND BOUNDARY //� /��./ TEMP. SILT FENCE
SEI� 13 7023
CERTIFICATION NO.: 4119
OUTLET
`0— SCALE: 1 200'" =
1NDISTURBED r� _, PROPOSED r `�`�
SUFFER MINING AREA �.�.rw=•.�..�
•EMP. STOCKPILE EXISTING DATE: ORIGINAL 9/12/2023
AREA —• STRUCTURES
SHEET: 1 of 2

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SILT FENCE OUTLET - '
PERMANENT SEEDING & MULCHING SPECIFICATIONS
SILT FENCE
HARDWARE CLOTH SILT FENCE
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SOIIL STABILIZATION TIMEFRAMES
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SITE DESCRIPTION STABILIZATION
B I LIZATION TIME TI M E F RAM E EXCEPTIONS
SEEDING & MULCHING SPECIFICATIONS 1 ".
�.♦oofoee•„aeoeeooea»„a,• .,. ♦eeemfine,moo�fs»»>e: xt_r:- ^IE .. !�. ,�,,.. ,� t-:,: - . �
."a'i0°iO+e°,o."s°0,°,*e°,•i4ee+°se°e°i°i•Jd reeea°.aei.+eeoeeeee.emeeeebmee+g,.:
».................•...,..... .,,,.,i.m..,,.m..,.•,,. 1. ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND :'` ",, �•' ,1. u)� � - .P r v ;u; � � �a
,.......,...•....,»..,.. PLOWED TO A DEPTH OF 5 . THE TOP 2 SHALL BE PULVERIZED TO PROVIDE A '' 7 DAYS NONE
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PERIMETER DIKES, SWALES
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DITCHES, AND SLOPES
`;•„`_�«,.'.°r", �,,'��',M::,°'° UNIFORM SEEDBED, LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE
" ADEQUATE DISTRIBUTION. LIME AND FERTILIZER SHOULD BE INCORPORATED INTO _, It ,k t L ' HIGH QUALITY WATER (HOW/)
THE SOIL PRIOR TO SEEDING. �* "` 7 DAYS NONE
8"DOWN&4"FORWARD AL NG THE TRENCH ` , q °
ZONES
, ,
2. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED � (. ^4 IF SLOPES ARE 10' OR LESS IN
(REF. S&EC,TABLE 6.11t). > SLOPES STEEPER THAN 3x1 7 DAYS LENGTH AND ARE NOT STEEPER
. '
> �; ' a
10' 1'-8"b11N. SUPPORT POST � THAN 2:1, 14 DAYS ARE
FRONT VIEW Items RATE (Ibs/acre) DATES •
4*9�4 Common Bermudagrass 10 ,., ALLOWED.
Pensacola Bahigrass 50 April 1 July 15 a ,, ,° 7 DAYS FOR SLOPES GREATER
�",� '� -- , �Z a SLOPES 3:1 OR FLATTER. 14 DAYS
THAN 50' IN LENGTH.
MAINTENANCE: SeflCea LeSpedeza 30
'�� �� � ALL OTHER AREAS WITH NONE, EXCEPT FOR PERIMETERS
(1) INSPECT SEDIMENT FENCES AT LEAST Nurse Plant-German Millet 10 Aril 15-Au ust 15 " " .w SLOPE F A 14 DAYS AND H W ZONES.
ONCE A WEEK AND AFTER EACH RAINFALL, Nurse Plant-Rye (Grain) 25 Prior to April 19 and After August 15
TOP VIEW MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
(2) SHOULD THE FABRIC OF A SEDIMENT Agricultural Limestone 4000
FENCE COLLAPSE, TEAR, DECOMPOSE OR Fertilizer(10-10-10) 500 y , ,4
SILT FENCE A °BECOME INEFFECTIVE, REPLACE IT PROMPTLY, Straw Mulch 4000 NOTES .
, - ^ S
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. with blades set nearly" NECESSARY TO PROVIDE ADEQUATE STORAGE ( g
y straight.) '� • `'' � '"t � � � �, � =1� '��,. " .
F� 457 WASHED VOLUME FOR THE NEXT RAIN AND REDUCE
1 . CONTRACTOR MAY RELOCATE HAUL ROAD AS
<<s EROSION CONTROL PRESSURE ON THE (FENCE. TAKE CARE TO "
p 3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED..
op STONE
AVOID UNDERMINING THE FENCE DURING ,
NECESSARY TO FIT THE SITE CONDITIONS.
2'MIN. FILTER 2.1 FABRIC (4)E 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 STABILIZE IT AFTER THE ANCHOR MULCH WITH APHALT TACK, NETTING, OR BY CRIMPING WITH A DISK WITH
CONTRIBUTING DRAINAGE AREA HAS BEEN BLADES SET NEARLY STRAIGHT. " 3. CONTRACTOR WILL MAINTAIN A MINIMUM 50' BUFFER
CROSS SECTION PROPERLY STABILIZED. "'"�
PS � � BETWEEN THE PROPERTY LINES AND TOP OF
SLOPES.
4. IF STOCKPILES REMAIN IN PLACE FOR 7 DAYS OR
8'MAX.W/WIRE(6'MAX.WI/O WIRE) � FILTRATION MULCHING MATERIALS & APPLICATION RATES IF NEEDED MORE, THEY WILL BE TEMPORARILY SEEDED AND
/
MATERIAL RATE PER ACRE QUALITY NOTES GEN R ER GEOTEXTIL=- MULCHED.
-DETERMINE MINE S:BORROW PIT DEWATERING BASIN SIZE USING ---- I�
V 8,0203•0 •i. WHERE V IS VOLUME (CF), Q IS PUMP FLOW RATEk1111M1-Lj­--
5. THE HAUL fROAD IS LOCATED DIRECTLY OFF OF
-ORGANIC MULCHES (GPM), AND T IS DEATERING TIME(HN). USE MAXIMUM FLOW RATE OF - - -
T W 1000 GPM AND A MINIMUM DEWATERING TIME OF 2 HOURS.STRAW 1-2 TONS DRY, UNCHOPPED, UNWEATHERED; - SHOULD COME FROM WHEAT OR OATS; SPREAD BY HAND OR Q -RISER SHALL BE A NON-PERFORATED, SMOOTH OR CORRUGATED iJ_1_L_ �I_L.(=l_l,-l.l_hl BOWEN S ROAD.
MATERIAL WITH A FLASHBOAM OPTION. r-- --1 c•-._._._.-._. _
18"-24" AVOID WEEDS. MACHINE; MUST BE TACKED DOWN. -CONTRUCT THE COR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY I , 6. I T I S THE CONTRACTORS INTENTION TO U S E
e I . COIR FI3ER BAFFLES I
WOOD CHIPS 5-6 TONS AIR DRY - TREAT WITH 12 LBS NITROGEN 1TON, APPLY WITH MULCH BLOWER, Z STANDARD DRAWING ROADWAY
1 AND WITH MATERIAL THAT MEETS THE I i�I II I
NATURAL GROUND / _ SPECIOVIDE NS OF TEELPOTSOFTHESELFDARD 060-14. �I -- �� STONE ENERGYIll UNCONTAMINATED SOILS, FROM THE UNSUITABLE
W _ _ CHIP HANDLER, OR BY HAND. NOT FUR USE IN FINE TURF. r^ -PROVIDE s STEEL POSTS OF THE SELF-FASTENER ANGLE STEEL TYPE I I I'I ° °_ I-I ( DISSIPATOR
WOOD FIBER 0.5-1 TONS - ALSO REFERRED TO AS WOOD CELLULOSE. MAY BE HYDROSEEDED. vJ INSTALL STEEL POSTS WITH NO MORE THAN 3'OF THE POST APPEARING
U �, L� BARK 35 CUBIC YARDS DO NOT USE IN HOT, DRY VNEATHER. Q ATTACH THEABOVE THE OCOIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR I I®I II i I IiII EXCAVATION (IF ANY) FROM EITHER ONSI TE OR
AIR DRY, SHREDDED OR - APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. DO NOT OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND SIDE �1 ; OFFSITE, T(0 BUILD SLOPES AND BACKFILL
24" HAMMER-MILLED, OR CHIPS. USE ASPHALT TACK. m SLOPES OF THE BASIN WITH 12' STAPLES. I 151 I °
Z 8"DOWN&4" FORWARD ALONG THE TRENCH CORN STALKS 4-6 TONS " -INSTALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND BOTTOM OF BASIN �C� I
W CUT OR SHREDDED IN 4-6 LENGTH - APPLY WITH MULCH BLOWER OR BY HAND. NOT FOR USE IN FINE (F} AT INLET AS SHOWN IN THE DETAIL I PORTIONS 0 F THE PITS.
NOTES: TURF. vv
USE THE TYPICAL SECTION SHOWN FOR 7HE BORROW PIT DEWATERING I If_�,
1 USE WIRE A MINIMUM OF 32° IN FILTER FABRIC SERICEA 1-3 TONS GREEN OR DRY; SHOULD CONTAIN Z BASIN AS A GUIDE. THE BASIN MAY HAVE ANY TYPE CONFIGURATION AS 1 ;' j 1=I ( 7. CONTRACTOR WILL ADD ADDITIONAL EROSION
O LESPEDEZA LONG AS SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MADE
WIDTH AND WITH A MINIMUM OF 6 BACKFILL TRENCH MATURE SEED. N FOR ANON-PERFORATED RISER. CONTROL MEASURES AS NECESSARY TO CONTAIN
SEED-BEARING LL -DO NOT EXCEED 3.6 Fi. IN HEIGHT FOR THE EARTH DIKES REQUIRED ---11_-_._-__�.-.--_.__,-.__�-,
�. LINE WIRES WITH 12" STAY SPACING. AND COMPACT STEMS FOR BORROW PIT DEWATERING BASIN. , ,
-THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND
(2) USE FILTER FABRIC A MINIMUM THOROUGHLY NETS AND MATS DEPENDENT ON SPECIFIC SITE REQUIREMENTS AS WELL AS PROPOSED RUNOFF.
CONSTRUCTION OPERATIONS. I - Q
OF 36" IN WIDTH AND FASTEN 11-111 I I lei I- �I 11-111 I JUTE NET -SUBMIT THE SIZE,LOCATION AND RISER PIPE MATERIAL FOR APPROVAL _ - l_L = - s 8. A 50' UNDISTURBED BUFFER WILL BE MAINTAINED
COVER AREA HEAVY, UNIFORM; WOVEN OF SINGLE Q PRIOR To CONSTRUCTION. --
ADEQUATELY TO THE WIRE AS -I((�_�=I 'I I I=I I I=I I I= I I= FIBERGLASS NET JUTE YARN. - WITHSTANDS WATERFLOW. BEST' WHEN USED WITH ORGANIC MULCH. -PUMP THE EFFLUENT INTO THE BORROW PIT DEwATERING BARN To A EARTH DIKE
8" 4 NOTE: ACTUAL
DIRECTED. MIN- I I I= 11--I �'j MAXIMUM DEPTH OF6" BELOW TOP OF EARTH DIKE. BETWEEN ANY JURISDICTIONAL FEATURE AND OUR
I --I I I �I�� IN . -I I --III-I COVER AREA - WITHSTANDS WATERFLOW. BEST' WHEN USED WITH ORGANIC MULCH. -PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE OUTLET OF THE PLAN LOCATERI of
/3 PROVIDE 5'-O" STEEL POST OF II I 24 _ ! I - EXCELSIOR W PUMP DISCHARGE HOSE AND OUTLET DF THE RISER BARREL IN DEWATERING BASUN
-I I I_1! I,, II I I-":-`{I_.�.. - WITHSTANDS WATERFLOW. ACCORDANCE WITH ROADWAY STANDARD 876.02 FOR OUTLET W O DITCH. WILL VARY, AS PIT OPERATIONS.
ON SITECONDITION. 9. ALL WETLANDS AND JURISDICTIONAL WATERS/POND
THE SELF-FASTENER ANGLE STEEL I(-I I I`)I - I=� �- -� I I - (WOOD FIBER MAJOVER AREA BASIED
TYPE ANGLE ANGLE STEEL TYPE, ''-"''�'' '- '' "'` '''` ''�'''
�___� / MAINTENANCE:
FIBERGLASS ROVING I-- (1) INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH
MAINTENANCE: 0.5-1 TONS CONTINUOUS FIBERS OF DRAWN ^ RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 1'0"± WILL HAVE THE REQUIRED SETBACKS.
(2) BE SURE TO MAINTAIN ACCESS TO BAFFLES. SHOULD THE
W (1) INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY GLASS BOUND TOGETHER WITH A - APPLY WITH A COMPRESSED ARIE EJECTOR. TACK WITH EMULSIFIED CL. FABRIC OF THE BAFFLES COLLAPSE, TEAR, DECOMPOSE OR
REQUIRED REPAIRS IMMEDIATELY. -CHEMICAL STABILIZERS NON-TOXIC AGENT. ASPHALT AT A RATE OF 25-35 GOAL/1,000 SF, BECOME INEFFECTIVE, REPLACE IT PROMPTLY. �1Yt z -
AQUATAIN �j (3) REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF-FULL 11 - - -71 I
(2) SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, AEROSPRAY FOLLOW TO RRED°u"c°EEPRES5URE ON THE BAFFLES. rA�K THE E CARE To Ado D
REPLACE IT PROMPTLY. CURASOL AK MANUFACTURER'$ O DAMAGING THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH UNCLASSIFIED ANTI-SEEP COL R
(3 REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE PETROSET SPECIFICATIONS NOT BENEFICIAL TO PLANT GROWTH. /�/ SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. EARTH MATERIAL BA R N H 1 L L
) L.� (4) AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STONE ENERGY
NEXT RAIN AND TO REDUCE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING TERRA TACK (� PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND z COIR FIBER BAFFLE STEEL POSTS DISSIPATOR TEMPORARY SEEDING & MULCHING SPECIFICATIONS
NEXT RUT. ct UNSTABLE SEDIMENT DEPOSITS. BRING THE AREA TO GRADE AND g g
CRUST A STABILIZE IT. q q VARIABLE
GENAQUA 743 o
(4) REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITES AND BRING THE AREA TO M-145 m TYPICAL SECTION VIEW
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. "` TEMPORARY SEEDING &MULCHING SPECIFICATIONS CONTRACTING
(REF. S&EC MANUAL SECTION 6.10)
CROSS-SECTION OF HAUL ROAD GRAVEL CONSTRUCTION 1. THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED COMPANY
CROSS-SECTION OF EXCAVATION AREA TO BE NO'TO SCA E ENTRANCE DETAIL (REF. S&EC, TABLE 6.10a AND b):
CROSS-SECTION OF EXCAVATION AREA BACKFILLED NOT TO SCALE SPECIES RATE (Ibs/acre) DATES
NOT TO SCALE 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
WITH UNCONTAMINATED OFFSITE EARTHEN MATERIAL. I Y(TYP)25' I A Rye(Grain) 120 December -April 15 ROCKY MOUNT, NORTH CAROLINA 27804
¢ F ao'MIN TOP OF MINING AREA 31 So MIN _ ._. . ._. ..._.... -- Nw sw ROADWA ""r '•' Po August 15-December 30
U U
. TOP OF BACKFILL
German Millet 40 April 15-August 15 OWNER. West Small
Permit Boundary p , WATER LEVEL AVE 4' E,z� Permit Boundory T " I Twnparvy so.
Timporiry Sit Fines
Limestone 4000
-�. „�..... „...,-.,.,..,..�'" sit GLM sit DRd, NEW GRA55{INED WIDEN85TABILIZE
BOTTOM OF MINING AREA= 16-20'AVE Permit Boundor�y THY BOTTOMOFMININGAREA=16-20'AVE SWALE XISTING FARM ROAD Fertilizer 10-10-10 750 December 1 -August 15 DRAWN BY: Dustin Faulkner
Fertilizer(10-10-10� 1000 August 15-December 30
CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD ,s
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. WASHED 2"-7 Straw Mulch 4000 CERTIFICATION NO.: 4119
'
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. 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,
3. DURING MINING ACTIVITIES AND UPON COMPLETION OF THE EXCAVATION, UNCONTAMINATED (1)EROSION CONTROL ITEMS WILL BE INSTALLED {7)MAINTAIN THE HAUL ROAD IN A CONDITION TO or disk with blades set nearly straight.)
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2. TREES & STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED. OFFSITE BEFORE CONSTRUCTION. ,
MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN. GENERATED EARTHEN MATERIAL WILL BE USED TO BACK PORTIONS OF THE EXCAVATION ( )USE SAND OR OTHER EARTHEN MATERIAL TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SCALE: 1 = 1 O0 2 �. AGGREGATE 512E-LSE Pr031NLH WASHED STONE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC p THINNESS:
N ESS: CRAVCLPAD.IM 2, RESEED, REFERTILIZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR
3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA. AREA. CONSTRUCT HAUL ROAD To t25'WIDE. GRADING, AFTER EACH RAINFALL,INSPECT ANY WIDT N: SS: bFOOT MNIMUUM
4. UNCONTAMINATED OFFSITE GENERATED EARTHEN MATERIAL WILL ALSO BE USED TO BUILD { )SIDE SWALES WILL BE GRADED ACCORDINGLY. STRUCTURE USED TO TRAP SEDIMENT AND CLEAN wlDre: sFroor CHICU M CNTRA WIDTH CEANDrALLPowrs OTHER DAMAGE.
4. UPON COMPLETION OF MINING ACTIVITIES, SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN, AND RECLAIM THE SLOPES AROUND THE EXCAVATION AREA. (4)PERFCRM FINAL GRADING AND STABILIZATION OF IT OUT AS NECESSARY, IMMEDIATELY REMOVE ALL WH$CHE VERISGR RaNceaNOExIraR�: DATE: ORIGINAL 9/12/2023
HAUL ROAD. LENGTH: WrCCTIMNIMUMI
OBJECTIONABLE MATERIALS SPILLED,WASHED,OR
AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. (5)SEED AND MULCH GRASS-LINED SWALES a. LocalNTMOMLrAVINrPICSITEMOT PRovD ronkiUMIr TS
TRACKED ONTO PUBLIC ROADWAYS. UTILITYNTmLCONSTRGTIONVC ICLZS. RGVIOLroRHaax,MUM
IMMEDIATELY AFTER STABILIZATION,PER unun-ev ALL LomsrnucnonvEHmLEs. SHEET; 2 of 2
VEGETATION PLAIN, AVOID STEEP GRADES AHD ENTRANCES AT CURVES.