20231222_Mine_Maps

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Barnhill Contracting Company � � 41
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Concept Map
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Creech Pit '`
Austin Jarman '
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12/13/2023
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Proposed Mining Area

Barnhill Contracting Company
Creech Pit "
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Lenoir County N
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Austin Jarman 16
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12/13/2023 15
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Adjoining Landowners Legend
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1 . Cassandra Etals Stron r 4
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2. Annabell Heirs Harper
3. John B Smith Jr.
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IsW 4. Octavious Heirs Brown
5. Donnie Ray & Dorise H Ervin
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6. Debra J Koon
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7. Shelton W Heath
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8. Donald B Moye
9. Edwin Albion Jr. & Linda Little
., 10. Richard T Sugg
; 11 . Beverly Lynn Etals Wiggins
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t 12. Mary Glen Jones
13. Henry Earl Dixon a
I, 14. Ethel D Etals Jones
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15. Robert Allen & Eula R Dixon
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16. Barbara Jean Dixon
17. Barbara Jean Dixon18
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x 18. Nicholas E Sr & Eleanor Hary
19. John W Creech Jr. `

Barnhill Contracting Company
Creech Pit
Grifton NC
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Lenoir Count
Austin Jarman P.
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CROSS-SECTION OF EXCAVATION AREA NOT TO SCALE CROSS-SECTION OF EXCAVATION AREA TO BE BACKFILLED
WITH UNCONTAMINATED OFFSITE EARTHEN MATERIAL.
CREECH PIT ­S ­S E.1 ­S ­ISNOT TO SCALE
E_
TOP OF MINING AREA TOP OF BACKFILL
M,N ,BMI° °M eM,N ,B UNCONTAMINATED OFFSITE v \
veBenn d SCOPE,.r �^^
'�ppIp� 37 . 5 ACRES un,ns or aj 0 un,ns or Un,lls or ' n P EARTHEN MATERIAL UI0
TOW D�swmaoce Tempo ay cope, WATER LEVEL:AVE 4' PE.x? Temporary Temporary o 2±
`21 Sl0 OisWNance OlMurbance E>Siltzp SLOPE° TemParery GUI
PQ°°'I o lien BOTTOM OF MINING AREA=16-20'AVE MID PB1mlr ezdary gun BOTTOM OF MINING AREA=16-20'AVE IoRID PP°°n- � eoaodan - eooaaary - eo�oaary
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. 1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
L E N O I R COUNTY 2 TREES STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED 2. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED EXCAVATION AREA.
O MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN. 3. DURING MINING ACTIVITIES AND UPON COMPLETION OF THE EXCAVATION,UNCONTAMINATED OFFSITE
i /. 3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA. GENERATED EARTHEN MATERIAL WILL BE USED TO BACK PORTIONS OF THE EXCAVATION AREA.
4. UPON COMPLETION OF MINING ACTIVITIES,SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN, 4. UNCONTAMINATED OFFSITE GENERATED EARTHEN MATERIAL WILL ALSO BE USED TO BUILD AND
AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. RECLAIM THE SLOPES AROUND THE EXCAVATION AREA.
CROSS-SECTION OF HAUL ROAD RIP-RAP APRON DETAIL STONE CHECK DAM DETAIL
NOT TO SCALE
NITS NOT TO SCALE
.i_ A
40' 3xPIPE GA.-
MI
ROADWAY(TVP)
17 PIPE
FILTER FABRIC
R
No_ RP-RAP
1 NEW GRASSUNED i/ WIDENB STABILIZE 20 n1Ax
\ SCALE EXISTING FARM ROAD
1 PLAN zj
�I� CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD NTER
�C NOTES: MAINTENANCE: FILTER FABRIC
(1)EROSION CONTROL ITEMS WILL BE INSTALLED (1)MAINTAIN THE HAUL ROAD IN A CONDITION TO
BEFORE CONSTRUCTION. PREVENT MUD OR SEDIMENT FROM LEAVING THE PIPE SLOPE=0.30% = SECTION A - A
I 0/0V (2)USE SAND OR OTHER EARTHEN MATERIAL TO CONSTRUCTION SITE.THIS MAY REQUIRE
CONSTRUCT HAUL ROAD TO t25'WIDE. PERIODIC GRADING.AFTER EACH RAINFALL,
'�^ (3)SIDE SWALES WILL BE GRADED ACCORDINGLY. INSPECT ANY STRUCTURE USED TO TRAP
Skrb V• (4)PERFORM FINAL GRADING AND STABILIZATION SEDIMENT AND CLEAN IT OUT AS NECESSARY HE DISTANCE sucH rHAr POINTS a
2 ��/ ^ OF HAUL ROAD. IMMEDIATELY REMOVE ALL OBJECTIONABLE \ NCDOT C'55 B(tl50=8")
V r (5)SEED AND MULCH GRASS-LINED SWALES `NON-WOVEN EROSION CONTROL - _CONSTRUCTION SEQUENCE C 1^ MATERIALS SPILLED,WASHED,OR TRACKED FILTER STONE - 1=-=---
v J IMMEDIATELY AFTER STABILIZATION,PER ONTO PUBLIC ROADWAYS. FABRIC NON A CDOT# O #7 -
/ �°'•w,.„,\ VEGETATION PLAN. STONE#5 OR 7t57
14 SECTION STONE NOTES:
(1)STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM
CUTTI** ALL SOILS MINERALS ROCK GRAVEL AND WASTE OR OTHER _0 13 (2)ST NE CHECK DAMS SHOULD
D STONE CHECK DAMS SHOULD BE SPACED IN A CHANNEL SO THAT THE CREST OF THE
, , , , aq.\ � _//`VL` DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.
MATERIAL BROUGHT" ONTO OR REMOVED FROM THIS SITE MUST �' d' ' ite • MAINTENANCE:
fO � �°»qa,m ram �\_ i (1)INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
}•/� RAINFALL d"OR GREATER)EVENT AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,STRAW,
BE HAULED TO OR FROM AN APPROVED PERMITTED FACILITY. �' LIMBS,OR OTHER DEBRIS THAT ANDCOULDDEPOSITION ABOVE
BOVETHEWHEN CHECEEDED.
Q7` ' 1 (2)ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
2/ FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.CORRECT ALL DAMAGE IMMEDIATELY
IF N BE TAKEN
1 . CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR G/` SUCH AS,INSTALLING
PROTECT OCCURS BETWEEN DAMS,ADDITIONAL MEASURESOF THE CHANNEL.
e / � � � MAINTENANCE: SUCH AS,INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL.
/ ` /� / (1)INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT RAINFALL (3)REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
LOCATIONS O F EXISTING UTILITIES 4 8 HOURS PRIOR TO R�'S, TOR GREATER)EVENTS E SEE IF ANY EROSION AROUND DI BELOW THE RIP RAP HAS TO CHANNEL VEGETATION,ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
TAKEN PLACE,OR IF STONES HAVE BEEN DISLODGED.IMMEDIATELY MAKE ALL NEEDED Am,AND PREVENT TTo DAMS AS NEEDED O MAINTAIN DESIGN HEIGHT ND CROSS SECTIONE FLOWS FROM CARRYING SEDIMENT OVER .
DAM.ADD STONE
- % REPAIRS TO PREVENT FURTHER DAMAGE.
BEGINNING CONSTRUCTION (1-800-632-4949). CHlo
2. INSTALL CONSTRUCTION ENTRANCE ON HIGHWAY 33 AS a k�C va e w�SUr COMPACTED
a, �� a SOIL
2'MIN.
SHOWN. MAINTAIN CONSTRUCTION SITE IN A CONDITION TO }gym ! �rwih 11
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION c°' XX
,�r"' ea z 1 6"MIN
- -
SITE. MUD AND DIRT TRACKED INTO THE PAVED AREAS MUST BE '_
J / % m 4 ta% =III=1 1 -III-III-I -III-III-III=I 1-I =III -� III-
O I I=1 I I=1 I I-ll-�LI 1=1I 1=1 I1=1 I�I 11=1 11=1 11=1 11=1 11=1 11= _ 1=1 I1=I I
Proposed Mining Area i "� W 6'TYP. -
REMOVED IMMEDIATELY. ALL CONSTRUCTION TRAFFIC IS TO USE /
��� °j \NGT; Q MAINTENANCE:
THE CONSTRUCTION ENTRANCE SHOWN O N THIS PLAN. / AFTER
DURING THE ESTABLISHMENT PERIOD,CHECK GRASS-LINED CHANNELS AFTER EVERY RAINFALL.
> � ° / e a AFTER GRASS IS ESTABLISHED,PERIODICALLY CHECK THE CHANNEL;CHECK IT AFTER EVERY HEAVY
a RAINFALL EVENT IMMEDIATELY MAKE REPAIRS.IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL
OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPE OR SCOUR HOLES.
3. CONTRACTOR TO CLEAR/GRUB ONLY THE MINIMAL AREA, TWO / f 1 W KEMOVEALRASS SIGNIFICANT SEDIMENT VIGOROUM CONDITION
TO MAINTAINTIME THE DESIGNED CARRYINGCAPACITY.
I(/ Initial Mining Area / KEEP THE GRASS IN A HEALTHY,VIGOROUS CONDITION AT ALL TIMES,SINCE IT IS THE PRIMARY EROSION
SMALL AREAS INSIDE AREA #2 EXCAVATION LIMITES.NO OTHER �� PROTECTION FOR THE CHANNEL.
CLEARING OR GRUBBING WILL BE NEEDED ONSITE OTHER THAN °�`o-
ALONG THE EAST SIDE OF THE HAUL ROAD.
4. CONSTRUCT TEMPORARY DIVERSION DITCH ALONG THE INSIDE °'t�h N Adjoining Landowers
OF THE EXCAVATION AREA AND INSTALL CHECK DAMS/
TEMPORARY ROCK SILT CHECK TYPE B (NCDOT 1633.02) AS ` 1. Cassandra Etals Creech 12. Mary Glen Jones
2. Rosa Heirs Dixon 13. Henry Earl Dixon
NEEDED TO CONTROL RUNOFF. N�
�"°� Proposed Mining Area �� ^ 3. John B. Smith Jr 14. Ethel D. Etals Jones
5. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS 4. Octavious Heirs Brown 15. Robert Allen & Eula R Dixon
NEEDED AROUND THE PERIMETER OF THE EXCAVATION AREA. S, a , 5. Donnie Ray & Dorise H. Ervin 16. Barbara Jean Dixon
6. PERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED. hey 6. Debra J. Koon 17. Barbara Jean Dixon
DO NOT ALLOW ANY DISTURBED AREAS TO REMAIN DISTURBED o ate A\ � - ' 7. Shelton W. Heath 18. John W. Creech Jr.
8. Donald B. Moye
ANY LONGER THAN WHAT IS NECESSARY (SEE TABLE BELOW FOR eu resitA` a 9. Edwin Albion Jr. & Linda Little
TIMEFRAME REQUIREMENTS). BEFORE STRIPPING OR ANY OTHER ear4.. 10. Richard T. Sugg
LAND DISTURBING ACTING INSIDE THE EXCAVATION AREA, perm%teo eo; t �\ 11. Beverly Lynn Etals Wiggins
CONSTRUCT TEMPORARY DIVERSION DITCHES (IF NECESSARY) TO U�'aary t `
DIRECT SEDIMENT-LADEN RUNOFF TO BASIN. _ -
7. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED - mp _
AND THE SEDIMENT BASIN CONSTRUCTED, EXCAVATION SHOULD - o.a-oM_o -o ;" - t rbe B_ ffer _- -- -- -- ----_-_-`- B'MAX.W/WIRE
exca ated Buff r with Berm (se det I
(6'MAX.WI/O WIRE)~
25 U - -
-
BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE TOPSOIL \\ -- ----_- 50 Easementwitl�_�?hnCreechJr" D 1 24'
W NATURAL GROUND
J
USED TO BUILD THE STOCKPILE/BERMS AROUND THE PERIMETER - zIT
pq^
OF THE EXCAVATION /L R E /( --- � � 8"DOWN&4"FORWARD ALONG THE TRENCH FILTER FABRIC
AREA. NOTES:
I (1)USE WIRE A MINIMUM OF 32"IN WIDTH AND
8. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK L WITH SMINIMUM OF LINE WIRES WITH 12" encKFAN
r STAY SPACING TRECKFI LL
J (2)USE FILTER FABRIC A MINIMUM OF 36 IN COMPACT
THOROUGHLY
WIDTH AND FASTEN ADEQUATELY TO THE WIRE
TO ALLOW THE WATER TO BE PUMPED INTO THE SEDIMENT BASIN. AS DIRECTED. IIHIIII III-IN �
(3)PROVIDE 5-0"STEEL POST OF THE N III-III-III
SELF-FASTENER ANGLE STEEL TYPE ANGLE, 24
9. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND U ANGLE STEEL TYPE. i i"'i;i" ii "III�IIiII�II II�II
MAINTAIN THE PROPER AMOUNT OF WATER REQUIRED THE
W MAINTENANCE:
(1)INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
SEDIMENT BASIN WILL THEN BE REMOVED AND THAT AREA WILL D
(2)SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,
THEN B E EXCAVATED. REPLACE PROMPTLY.
(3)REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT T
RAIN AND TO REDUCEEDUCEON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
(4)REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITES AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
10. ADD ADDITIONAL SILT FENCE AND CHECK DAMS, AS NEEDED OR SILT FENCE OUTLET
REQUIRED, BELOW THE SEDIMENT BASIN AT THE LOWEST LIMIT OF NOT TO SCALE
DISTURBANCE TO CONTROL ANY SEDIMENT RUNOFF. r SILT FENCE B HARDWARE CLOTH SILT FENCE
11 . 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, BELOW THE WATER LEVEL. ----------------------
-' � I- &4"FORWA THE TRENCH I-1
12. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE F -6"MIN. -- $ PPQRTPa$T
� � � � � FRONT VIEW
THEY ARE COMPLETED. SILT
MAINTENANCE:
13. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS REQUIRE REPAIRS
FENCES AT LEAST ONCE
A WEEK AND AFTER EACH RAINFALL,MAKE ANY
TOP VIEW REQUIRED REPAIRS IMMEDIATELY.
ARE STABILIZED, REMOVE ALL TEMPORARY SEDIMENT AND BAGKFILL
EROSIONCONTROL DEVICES. 12"OF#5 (2)SHO LD THE FABRIC OF A SEDIMENT FENCE
WASHED STONE COLLAPSE,TEAR,DECOMPOSE OR BECOME
SILT FENCE (3)REMOVE
INEFFECTIVE, D POSITS AS
TRENCH AND N REMOVE SEDIMENT DEPOSITS AS
4 COMPACT 1'-8'M N. NECESSARY TOE NEXT AIN AND E STORAGE
'Oi7 HOROUGHLV CLASS B VOLUME FOR THE NEXT RAIN AND REDUCE
fS EROSION CONTROL PRESSURE ON THE FENCE.TAKE CARE TO AVOID
-\ 70p� 21 STONE (4)UNDERMININGRE VEAL F E LING MATERIALS
AN NOUT.
2'MIN. FILTER (4)REMOVE AL FENCING MATERIALS AND
FABRIC UNSTABLE DEPOSITS AND BRING THE AREA TO
GROUND LINE GRADE AND STABILIZE IT AFTER THE
4 -IIHI -II II CONTRIBUTING DRAINAGE AREA HAS BEEN
CROSS SECTION PROPERLY STABILIZED.
GRAVEL CONSTRUCTION
LEGEND ENTRANCE DETAIL
PROPERTY LINE CONSTRUCTION o?Ra
ENTRANCE �e�sG"
TREE LINE
TEMP.ROCK SILT �
DITCH
CHECK,TYPE"A" � �'
� 'Y0M7
TEMP.SILT FENCE \
VEGETATED OUTLET
BERM /
AREA STOCKPILE HL s L
W _ - T-WWASHED�
WETLANDS
NOTES: STONE
ROCK PIPE INLET OT STONE.
UNEXCAVATED' SEDIMENT TRAP, r
(1)AGGREGATE SIZE-USE 2 TO 31NCH WASHED
BUFFER TYPE„ O 2)D'THICKNESS:F G6 INCHES MINIMUM
WIDTH: 12 FOOT MINIMUM OR FULL �
WIDTH AT ALL POINTS OF
THE VEHICULAR ENTRANCE AND MAINTENANCE:
UNDISTURBED EXIT AREA; MUD
SEDIMENT FROM
RO THECON
TRU TION SITE.
T
BUFFER PERMIT BOUNDAR wHlc LENGTH 50 FEET(MINIMUM)REATER. MUD MAT REQUIRE
FROIODICTNGTESSING WITH
SITE.
3 LOCATE CONSTRUCTION ENTRANCE AND EXIT THIS MAT REQUIRE PERIODIC TOPDRES TRU WITH 2"STONE.
() AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO
TEMPORARY EXISTING WELLS r 1 TO LIMIT PROVI EFOR TFROM LEAILIT THE SITE AND TRAP LATELY REMOVE ALL IT OUT AS NECESSARY.
MATERIALS
_ _______ �./ TO PROVIDE FOR MAXIMUM UTILITY BY ALL IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERUIL$
DIVERSION DITCH BAFFLES U) CONSTRUCTION VEHICLES.AVOID STEEP GRADES SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.
PROPOSED NEW i t Q/ AND ENTRANCES AT CURVES.
HAUL ROAD LIMITS OF PROPOSED R DISTURBANCE 5 i ;S� YARN H 1 LL
c�
MINING AREA CONTRACTING
JFILTRATION IF NEEDED - _
GENERALNOTE3: GEOTEXTLE
-DETERMINE BORROW PIT DEWATERING BASIN SIZE USING COMPANY
V= C O M P A N Y
80203'Q'T,WHERE V IS VOLUME(CF),O IS PUMP FLOW RATE(GPM),ANO T IS
W OEATERINGTIME(HR)USE MAXIMUM FLOW RATE OF1000GPMANOAMINIMUM -III-III- -III-III _DEWATERING TIME OF 2 HOURS. _
-RISER SHALL BE A NON-PERFORATED SMOOTH OR CORRUGATED MATERIAL
WITH A FLNSHBOARD OPTION. H - ---
-GONTRUGT THE GOIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY STANDARD COR FIBER BAFFLES
Z ROADWING WAYS40.01ARDW60-14, ERIAL THAT MEETS THE SPECIFICATIONS OF - 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROADWAY STANDARD WITH M STONE ENERGY
-1 ROVIDE 5'STEEL POSTS OF THE SELF-FASTENER ANGLE STEEL TYPE.INSTALL DISS PATORARFHE TTO
-III - Vegetated Berm Detail aNwIRE ~°" °"P�m TEMPORARY SEEDING & MULCHING SPECIFICATIONS PERMANENT SEEDING & MULCHING SPECIFICATIONS MULCHING MATERIALS & APPLICATION RATES
STEEL POSTS WITH NO MORE THAN 3-OF THE POST APPEARING ABOVETHE 9 ROCKY MOUNT, NORTH CAROLINA 27804
GROUND. III III- MATERIAL RATE PER QUALITY NOTES
-ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR OTHER cur�,
ACCEPTABLE MEANS AND STAPLED I WO THE BOTTOM AND SIDE SLOPES OF THE rrryS
m BASIN WITH 1r STAPLES. j _ EVERr is LAsncn ERTrcLE°aos TEMPORARY SEEDING&MULCHING SPECIFICATIONS pS PERMANENT SEEDING&MULCHING SPECIFICATIONS -ORGANIC MULCHES ACRE
-INS TALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND BOTTOM OF BASIN AT INLET 4'(M �) �cLE (REF.S&EC MANUAL SECTION 6.10) (REF.S&EC MANUAL SECTION 6.11t) STRAW DRY,UNCHOPPED, -SHOULD COME FROM WHEAT OR OATS;SPREAD BY
Z SHOWN IN THE DETAIL -I1 _- III D -SHALL BE PIT NAVE: Creech Pit
- SETHE TYPICAL SECTION SHOWN FOR THE BORROW PIT DEWATERING BASIN CATEGORY AFFECTED ACREAGE 1-2 TONS UNWEATHERED;AVOID HAND OR MACHINE;MUST BE TACKED DOWN.
AS A GUIDE.THE BASIN MAY HAVE ANY TYPE CONFIGURATION AS LONG AS ' VAR^ 1.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 1' ALL
TOGA DEPTHAOF 5".THE TOP 2S SHALLOBE PULVERIZEDTTOIPROVIDETIO NAND WOOD CHIPS WEEDS. -TREAT WITH 12 LBS NITROGEN/TON.APPLY WITH
- (REF.$&EC,TABLE 6.10a AND b): S6 TONS AIR DRY MULCH BLOWER,CHIP HANDLER,OR BY HAND.NOT
Z suFFIc1ENT VOLUME IS PRo DED ANO PRo slorvs ARE MADE FORA - - W = UNIFORM SEEDBED.LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL
NON-PEBFOw.TEO RISER. 'L"=2"W"MIN FLE _ _ _ - - - WOOD FIBER FUR USE IN FINE TURF.
-00 NOT EXCEED 35 FT.IN HEIGHT FOR THE EARTH DIKES REQUIRED FOR ' III- MINE EXCAVATION 30.28 ACRES J SPECIES RATE(lbs/acre) DATES PROVIDE ADEQUATE DISTRIBUTION.LIME AND FERTILIZER SHOULD BE f� Contracting
� 1 1
- - MATERIAL
INCORPORATED INTO THE SOIL PRIOR TO SEEDING. 0.5-1 TONS -ALSO REFERRED TO AS WOOD CELLULOSE.MAY OWNER: U Q r Y�h l�O I1 l r Q C L Y�C� C O YY�rJ Q'r)y
BORROW PIT DEWATERING BASIN. LL Rye(Grain) 120 December 1-April 15 BARK BE HVDROSEEDED.DO NOT USE IN HOT,DRY W -THE BORRow PIT DEwATERwc BASIN srzE Is vABIABLE ANO DEPEUDENr ON _� August 15-December 30 2.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 35 CUBIC AIR DRY,SHREDDED OR WEATHER.
SPECIFIC SITE REQUIREMENTS As WELL AS PRoposEO CONSTRUCTION - LL suw BAFFLE BAFFLE (REF. TABLE 6.11t): CORNSTALKS YARDS HAMMER-MILLED,OR CHIPS. -AP PLY WITH MULCH BLOWER,CHIP HANDLER,OR
Art U
OPERATIONS -III -III-III-III- UNEXCAVATED BUFFERS 2.65 ACRES Q NOTES: CUTORSHREDDED IN 4-8" BY HAND.DO NOT USE ASPHALT TACK.
-SUBMIT THE SIZE,LOCATION AND RISER PIPE MATERIAL FOR APPROVAL PRIOR German Millet 40 April 15-August 15 Items RATE bs/acre SERICEA o 1n/ �/ c v� Jarman
Q TO CONSTRUCTION -III -III-III-III-III- M 1. INSTALL THREE(3)COIR FIBER BAFFLES IN SILT ( ) DATES 46TONS LENGTH APPLY WITH MULCH BLOWER OR BY HAND. DRAWN I� . AUJtII rI
-PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASINTOA MAXIMI/L4wc- EARTH DIKE/ 3J1 TQ SOIL STABILIZATION TIMEFRAMES W BASINS AND SEDIMENT DAMS AT DRAINAGE OUTLETS C0"0n Bermuda Hass 10 `ESP-BERI FOR USE IN FINE TURF.
DEPTH OF 6-BELOW TOP OF EARTH DIKE. NOTE:ACTUAL LOCATION STAPLE SEED-BEARING
-PROVIDEA STONE ENERGY DISSIPATOR PAD AT THE OUTLET OF THE PUMP OF DE WATERING BASIN -J UNDISTURBED BUFFERS 4.1 ACRES Limestone 4000gust 15 g STEMS
HOSE ANOOLfrLET OF THE RISER BARRELINACCOROANGE WITH WILL VARY,AS L �/ SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS ��// WITH ASP(;NG OF,THE BASIN LENGTH. Fertilizer((10-10-10)) 700 December Deumber3 Pensacola Bahigrass 50 Aprill-July 15 1.3 TONS GREEN OR DRV;SHOULD
PLAN L.1- Fertilizer(10-10-10) 1000 August 15-December 30 Sericea Lespedaze 3O CONTAIN MATURE SEED.
W Ronownv 2. TW0 2 COIR FIBER BAFFLES CAN NETS AND MATS
STANDARD 87802 FOR OUTLET W/O DITCH. NECESSARY,BASED ON �_ `+�A L BE INSTALLED IN SILT BASINS AND DAMS LESS THAN 20 Nurse Plant-German Millet 10 Aril 16-AU gust 15 JUTE NET COUNTY: Lenoir
DIscHARc SITE CONDITION. - ON SILT FENCE,TEMPORARY DIVERSION W FT.IN LENGTH WITH ASPACING OF i THE BASIN LENGTH. Straw Mulch 4000 Nurse Plant-Rye(Grain) 25 Pngr t0 April 1 and Aker August 15
T� 0.00 ACRES PERIMETER DIKES,SWALES, FIBERGLASS NET
MAINTENANCE: = DITCH DITCHES,AND SLOPES 7DAYS NONE m 3, TOP HEIGHT OF COR FIBER BAFFLES SHALL NOT )-11= 1 1 =1�1 (Note:Minimum 75%coverage and must be anchored with tack,tied down, Agricultural Limestone 4000
(1)INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH 1' BE BELOW BASE OF SPILLWAY ELEVATION. -�- - - -� or disk withblades set nearly straight.) Fertilizer(10-10-10) 5DD COVER AREA HEAW,UNIFORM:WOVEN
^ RAINFALL.MAKEANY REQUIRED REPAIRS IMMEDIATELY. ,�-U". (� LL T_y_e raw Mulch Q000 EXCELSIOR OF SINGLE JUTE YARN. -WITHSTANDS WATERFLOW.BEST WHEN USED
LL (21 HE SURE TO MAINTAIN ACCESS TO BAFFLES.SHOULD THE 1-UE HAUL ROADS HIGH QUALITY WATER(HOW) of DEPTH (WOODFIBERMAT) COVERAREA WITH ORGAN IC MULCH. T
y� ZONES 7DAYS NONE 2. RESEED REFERTLZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR Note:Minimum 75%covera a and must be anchored with tack,tied down,or disk _
FABRIC OF THE BAFFLES COLLAPSE,TEAR,DECOMPOSE OR -'I- 6" �I 0.5 ACRES f1/ ( g -WITHSTANDS WATERFLOW.BEST WHEN USED SCAl E- �11 _ 11501
BECOME INEFFECTIVE,REPLACE IT PROMPTLY. 1� 1'/: LL LANDSCAPE STAPLES .J L
sseslH us�c 1r�s OTHER bAMAGE. with blades set nearly straight.) FIBERGLASS ROVING COVER AREA WITH ORGANIC MULCH.
(3)REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF-FULL TO 1r 11 IF ARE IO'OR LESS IN MAINTENANCE: -WITHSTANDS WATERFLOW.
PROVIGE ADEQUATESTORAGEVOLUMEFORTHENEXTRAINAND CONSTRUCTION ENTRANCE, 3.SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
TO REDUCE PRESSURE ON THE BAFFLES,TAKE CARE TO AVOID 0.00 ACRES O (1)INSPECT BAFFLES AT LEAST WEEK AFTER EACH RAINFALL,MAKE ANY REQUIRED REPAIRS
O DAM AGING THE BAFFLES DURING CLEAN OUT.SEDIMENT DEPTH UNCLASSIFIED ANTI-SEEP CO R CHECK DAMS, RIP RAP SPILLWAYS SLOPES STEEPER THAN 3:1 7DAYS LENGTH AND ARE NOT STEEPER IMMEDIATELY. -CHEMICAL STABILIZERS 0.5-1 TONS CONTINUOUS FIBERS OF ' Q
SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. EARTH MATERIAL THAN 2:1,14 DAYS ARE ALLOWED. U 4.GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE AOUATAIN DRAWN GLASS BOUND DATE: 0 U 0 5
n/ (2)BE SURE TO MAINTAIN ACCESS TO BAFFLES.SHOULD THE FABRIC OF THE BAFFLE COLLAPSE,TEAR, / /
L.L (4)AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STONE ENERGY GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. AEROSPRAY TOGETHER WITH^
TOTAL ACREAGE AFFECTED DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.
PROPERLY STABILIZED,REMOVE ALL BAFFLE MATERIALS AND 2 CO R FIBER BAFFLE STEEL POSTS DISS PATOR ANCHOR ETMULCH NEARLY
STRAIGHT.
TACK,NETTING,OR BY CRIMPING WITH A DISK WITH CURASOLAK NON-TOXIC AGENT. WITH E U SIFIE COMPRESSED ARE EJECTOR.TACK
IL UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE AND 33.43 ACRES 7DAYS FOR SLOPES GREATER (3)REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF-FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR BLADES SET NEARLY STRAIGHT. PETROSET FOLLOW WITH EMULSIFIED ASPHALT AT A RATE OF 2535
O STABILIZE IT. w n VARIABLE SLOPES 3:1 OR FLATTER 14 DAYS THE NEXT RAIN&TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES TERRATACK MANUFACTURER'S GAU1,000 BE.
THAN WIN LENGTH. DURING CLEAN OUT.SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. CRUST 500 SPECIFICATIONS
TYPICAL SECTION VIEW TOTAL ACREAGE PERMITTED ALL OTHER AREAS WITH SLOPES NONE,EXCEPT FOR PERIMETERS (4)AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,REMOVE ALL BAFFLE PS GENAQUA743 1I { 1
m 38.77 ACRES 14 DAYS MATERIALS&UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE&STABILIZE IT. TS M-145 NOT BENEFICIAL TO PLANT GROWTH. SHEET. O
FLATTER THAN 4:1 AND HQW ZONES.

CROSS-SECTION OF EXCAVATION AREA
NOT TO SCALE CROSS-SECTION OF EXCAVATION AREA TO BE BACKFILLED
WITH UNCONTAMINATED OFFSITE EARTHEN MATERIAL.
N
NOT TO SCALE
CREECH PIT
ir ,
TOP OF BACKFILL
s
•' sM sMN ss"" M zs MN
/ 1 TOP OF MINING AREA "" °•' s"
s"N
VegeWtetl Vegetated Vegelaletl Vegetated
1 Bem, <oPE, ` -'s^ eeaa \ ee,m toPE, UNCONTAMINATED OFFSITE \
s s - eeaa
3711 ACRESumns 0 3' Umna a rmlts or EARTHEN MATERIAL umna a
w �JV 1 O�swma"ce Temporary cope, WATER LEVEL:AVE 4' s`peE.x? Temporary Orswma"ce DIMurb— em SIR
�oPE, e':<2? TemPemry
" -- 2 r T 2 p 5�0 G"sNN 0
Pem,n o lien BOTTOM OF MINING AREA-16-20'AVE ID�Icn Peaau Boundary �Nn BOTTOM OF MINING AREA=16-20'AVE ID�Icn PB°
= V It
Boaadary - e de - eoe"eery
1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. 1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
2. TREES&STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED. 2. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA.
L E N O I R COUNTY O MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN. 3. DURING MINING ACTIVITIES AND UPON COMPLETION OF THE EXCAVATION,UNCONTAMINATED OFFSITE
/. 3. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA. GENERATED EARTHEN MATERIAL WILL BE USED TO BACK PORTIONS OF THE EXCAVATION AREA.
4. UPON COMPLETION OF MINING ACTIVITIES,SIDE SLOPES WILL BE GRADED TO GRADES AS SHOWN, 4. UNCONTAMINATED OFFSITE GENERATED EARTHEN MATERIAL WILL ALSO BE USED TO BUILD AND
AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. RECLAIM THE SLOPES AROUND THE EXCAVATION AREA.
CROSS-SECTION OF HAUL ROAD RIP-RAP APRON DETAIL STONE CHECK DAM DETAIL
NOT TO SCALE
NITS NOT TO SCALE
A
40' 3xPIPE GA.-
4 ROADWAY(TVP) "I
17 PIPE
FILTER FABRIC A
' .t �• 1 �/ • • NEW GRASSLINED WIDENBSTABILIZE 11 / RP-RAP
\ SCALE EXISTING FARM ROAD
X PLAN! � CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD CENTER
' C112,
� NOTES: MAINTENANCE: FILTER FABRIC
(1)EROSION CONTROL ITEMS WILL BE INSTALLED (1)MAINTAIN THE HAUL ROAD IN A CONDITION TO
'- , - 1 G (7�+� BEFORE CONSTRUCTION. PREVENT MUD OR SEDIMENT FROM LEAVING THE PIPE SLOPE=D.30% = SECTION A - A
I , V 2 USE SAND OR OTHER EARTHEN MATERIAL TO
() CONSTRUCTION SITE.THIS MAY REQUIRE
CONSTRUCT HAUL ROAD TO t25'WIDE. PERIODIC GRADING.AFTER EACH RAINFALL,
(3)SIDE SWALES WILL BE GRADED ACCORDINGLY. INSPECT ANY STRUCTURE USED TO TRAP
^ L-THE DISTANCE SUCH THAT POINTS e
StUr �/ a (OF HAUL ROAD PERFORM NAL GRADING AND STABILIZATION SEDIMENT AND CLEAN A OUT J NECESSARY NCDOT C ASS a(tl50=8^)
2 ��V IMMEDIATELY REMOVE ALL OBJECTIONABLE NON-WOVEN EROSION CONTROL - _ __-
B/. 15 (5)SEED AND MULCH GRASS-LINED SWALES MATERIALS SPILLED,WASHED,OR TRACKED FILTER STONE -
V VEGETATION
E E TATION PLAN
TER STABILIZATION,PER ONTO PUBLIC ROADWAYS. FABRIC NCDOT# O #7 -
CONSTRUCTION SEQUENCE
VEGETATION PLAN. NCDOT#5 OR 1r57
1 4 ^ SECTION STONE NOTES:
\ `, (1)STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM
CUTTINGA
** ALL SOILS, MINERALS, ROCK, GRAVEL, AND WASTE OR OTHER e 13 DOWNSTREAM
DAM
AT M.
MATERIAL BROUGHT ONTO OR REMOVED FROM THIS SITE MUST / �t MAINTENANCE:
CHECK DAMS SHOULD BE SPACED INACHANNEL SO THAT THE CREST OF THE
DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.
MAINTENANCE:
(� (1)INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
y RAINFALL d"OR GREATER)EVENT AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,STRAW,
BE HAULED TO OR FROM AN APPROVED PERMITTED FACILITY. (2)ANTICIPATE
QTHERDMRIGENCES THAT ANDCOU DEPOSITION ABOVE
BOVETHEHANNEL CHECHEN EEDED.
L� 12 (2)ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
C /}�( FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.CORRECT ALL DAMAGE IMMEDIATELY
N BE TAKEN
1 " CONTRACTOR SHALL A L L CONTACT 8 1 1 ONE CALL CENTER FOR G/� S SIGNIFICANT INSTAEROSILLING
PROTECT OCCURS BETWEEN DUNE ADDITIONALTPORTION
MEASURES E CHANNEL.
H {v`f MAINTENANCE: SUCH AS,MO INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL.
/`_ (1)INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT RAINFALL (3)REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
LOCATIONS O F EXISTING I TIN UTILITIES I L I T I E 4 8 HOURS U I"' PRIOR I O R T O ` R� A TOR GREATER)EVENTS E SEE IF ANY EROSION AROUND DI BELOW THE RIP RAP HAS TO CHANNEL VEGETATION,ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
J V V\ VX K J K -v`' TAKEN PLACE,OR IF STONES HAVE BEEN DISLODGED.IMMEDIATELY MAKE ALL NEEDED DAM,AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.ADD STONE
REPAIRS TO PREVENT FURTHER DAMAGE. To DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
BEGINNING CONSTRUCTION .1-800-632-4949 �� CHQ
( ) � `s� A S Ur e � w COMPACTED
2. INSTALL CONSTRUCTION ENTRANCE ON HIGHWAY 33 AS U J SOIL _ 2'MIN.
SHOWN. MAINTAIN CONSTRUCTION SITE IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION °� 11 z ''-6"MIN
C; O - -1 1
SITE. MUD AND DIRT TRACKED INTO THE PAVED AREAS MUST BE =I1=1I=III-III-III-11 - II
REMOVED IMMEDIATELY. ALL CONSTRUCTION TRAFFIC IS TO USE > 6TYP.
J Q MAINTENANCE:
THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. DURING THE ESTABLISHMENT PERIOD,CHECK GRASS-LINED CHANNELS AFTER EVERY RAINFALL.
AF
a AFTER GRASS IS ESTABLISHED,PERIODICALLY CHECK THE CHANNEL;CHECK IT AFTER EVERY HEAVY
RAINFALL EVENT.IMMEDIATELY MAKE REPAIRS.IT IS PAR CHANNEL
IMPORTANT TO CHECK THE CHANNEL
----- OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPE OR SCOUR HOLES.
3. CONTRACTOR TO CLEAR/GRUB ONLY THE MINIMAL AREA TWO w REMOVEALRASS SIGNIFICANT SEDIMENT VIGOROUM CONDITION
TO MAINTAINTIME THE DESIGNED CARRYINGCAPACITY.
, �L � KEEP THE GRASS IN A HEALTHY,VIGOROUS CONDITION AT ALL TIMES,SINCE IT IS THE PRIMARY EROSION
SMALL AREAS INSIDE AREA #2 EXCAVATION LIMITES.NO OTHER C" PROTECTION FOR THE CHANNEL.
CLEARING OR GRUBBING WILL BE NEEDED ONSITE OTHER THAN
ALONG THE EAST SIDE OF THE HAUL ROAD.
4. CONSTRUCT TEMPORARY DIVERSION DITCH ALONG THE INSIDE �h N Adjoining Landowers
OF THE EXCAVATION AREA AND INSTALL CHECK DAMS/ 10
TEMPORARY ROCK SILT CHECK TYPE B (NCDOT 1633.02) AS 1. Cassandra DixonCreech 12. Mary Glen Jones
NEEDED TO CONTROL RUNOFF. � 2. Rosa Heirs Dixo 13. Henry Earl Dixon
3. John B. Smith Jr 14. Ethel D. Etals Jones
5. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS 4. Octavious Heirs Brown 15. Robert Allen & Eula R Dixon
NEEDED AROUND THE PERIMETER OF THE EXCAVATION AREA. 5. Donnie Ray & Dorise H. Ervin 16. Barbara Jean Dixon
6. PERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED. pop 6. Debra J. Koon 17. Barbara Jean Dixon
7. Shelton W. Heath 18. John W. Creech Jr.
DO NOT ALLOW ANY DISTURBED AREAS TO REMAIN DISTURBED 8. Donald B. Moye
ANY LONGER THAN WHAT IS NECESSARY (SEE TABLE BELOW FOR �� 9. Edwin Albion Jr. & Linda Little
TIMEFRAME REQUIREMENTS). BEFORE STRIPPING OR ANY OTHER per 10. Richard T. Sugg
LAND DISTURBING ACTING INSIDE THE EXCAVATION AREA, o 11. Beverly Lynn Etals Wiggins
CONSTRUCT TEMPORARY DIVERSION DITCHES (IF NECESSARY) TO �`'da�
DIRECT SEDIMENT-LADEN RUNOFF TO BASIN.
7. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED 9 8'MAX.W/WIRE
AND THE SEDIMENT BASIN CONSTRUCTED, EXCAVATION SHOULD 4:1 s oPE t rbe -B ffer__- _-- (6 MAX.WI/O WIRE)
BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE TOPSOIL ------ ���r Easement w,_&�Ohn Creech Jr" o W NATURAL GROUND 24"
USED TO BUILD THE STOCKPILE/BERMS AROUND THE PERIMETER U
17un IT
OF THE EXCAVATION AREA. LL 24"
- 8"DOWN&4"FORWARD ALONG THE TRENCH
W NOTES: FILTER FABRIC
(1)USE WIRE A MINIMUM OF 32"IN WIDTH AND
WITH A MINIMUM OF 6 LINE WIRES WITH 12" BACKFILL
8. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK J (STAY 2)USFILTE REN°HAT°
(2)USE FILTER FABRIC A MINIMUM OF 36"IN COMPACT
THOROUGHLYIII
TO ALLOW THE WATER TO BE PUMPED INTO THE SEDIMENT BASIN. WIDTH AND FASTEN STEEL
POST OF TIOTHE WIRE
AS DIRECTED. fiIN nniN -III^ (3)PROVIDE 5'-0^STEEL POST OF THE
LL SELF-FASTENER ANGLE STEEL TYPE ANGLE, 24
9. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND v I\ ANGLE STEEL TYPE. IIIII III IiI 111I
W MAINTENANCE:
MAINTAIN THE PROPER AMOUNT OF WATER REQUIRED THE U
(1)INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
SEDIMENT BASIN WILL THEN BE REMOVED AND THAT AREA WILL
(2)SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,
18 REPLACE IT PROMPTLY.
I (3)REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT T
RAIN AND TO REDUCE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
THEN BE EXCAVATED.
(4)REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITES AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
10. ADD ADDITIONAL SILT FENCE AND CHECK DAMS, AS NEEDED OR
REQUIRED, BELOW THE SEDIMENT BASIN AT THE LOWEST LIMIT OF SILT FENCE OUTLET
NOT TO SCALE
DISTURBANCE TO CONTROL ANY SEDIMENT RUNOFF. SILT FENCE B HARDWARE CLOTH SILT FENCE
11 . AS THE EXCAVATION PROGRESSES, GRADE THE SLOPES AT A 3 g
3:1 ABOVE THE WATER LEVEL AND AT A 2:1 , OR NATURAL ANGLE OF =
REPOSE, BELOW THE WATER LEVEL. r
II- &4"FORWA THE TRENCH I-1
12. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE T D FRONT VIEW SUPPORT POST THEY ARE COMPLETED.
SILT FENCE
13 MAINTENANCE:
(1)INSPECT SEDIMENT FENCES AT LEAST ONCE
13. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS12"OF#5 (2)SHOULD THE FABRIC OF A SEDIMENT FENCE
A WEEK QUIRED RAFTER EACH RAINFALL,MAKE ANY
TOP VIEW REQUIRED REPAIRS IMMEDIATELY.
ARE STABILIZED, REMOVE ALL TEMPORARY SEDIMENT AND BACKFILL
EROSION CONTROL DEVICES. �10WASHED STONE COLLAPSE,TEAR,DECOMPOSE OR BECOME
SILT FENCE (3)REMOVE
INEFFECTIVE, D POSITS AS
TRENCH AND N REMOVE SEDIMENT DEPOSITS AS
4 COMPACT NECESSARY TOE NEXT AIN AND E STORAGE
'Oi7 HOROUGHLV CLASS B VOLUME FOR THE NEXT RAIN AND REDUCE
fS EROSION CONTROL PRESSURE ON THE FENCE.TAKE CARE TO AVOID
7Q` 21 STONE UNDERMINING THE FENCE DURING CLEANOUT.
2'MIN. FILTER (4)REMOVE AL FENCING MATERIALS AND
FABRIC UNSTABLE DEPOSITS AND BRING THE AREA TO
GROUND LINE GRADE AND STABILIZE IT AFTER THE
4 -IIHI -II II CONTRIBUTING DRAINAGE AREA HAS BEEN
CROSS SECTION PROPERLY STABILIZED.
GRAVEL CONSTRUCTION
LEGEND ENTRANCE DETAIL
PROPERTY LINE CONSTRUCTION
ao
TREE LINE ENTRANCE
TEMP.ROCK SILT
DITCH CHECK,TYPE"A"
TEMP.SILT FENCE sO,
MAN
VEGETATED
OUTLET
BERM
TEMP.STOCKPILE cT'T-T. �
�LJ
Q
WETLANDS - - - AREA \ NOTES: 2 3 H STONE �� y
ROCK PIPE INLET OT STONE.
4:1 SLOPE SEDIMENT TRAP,
(1)AGGREGATE SIZE-USE 2 TO 31NCH WASHED )•
(2)DIMENSIONS OF GRAVEL PAD J<•P
WIDTH: 12 FOOT MINIMUM OR FULL
-...., `. THICKNESS: WIDTH AT AILLI
6 INCHES
MUM TYPE"A" POINTS OF \�\�
THE VEHICULAR ENTRANCE AND MAINTENANCE:
UNDISTURBED EXIT AREA; MUD
SEDIMENT FROM
RO CON DITION TO PREVENT
BUFFER PERMIT BOUNDAR WHICHEVERLENGTH: 50 FEET(MINIMUM)REATER. MUD MAT REQUIRE
FROIODICTNG THE RESSIN WIDT2 STON.
3 LOCATE CONSTRUCTION ENTRANCE AND EXIT THIS MAT REQUIRE PERIODIC TOPDRESSING WITH 2"STONE.
() AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO
TEMPORARY EXISTING WELLS r 1 TOLIMIT PROVIDE
MAXIMROM UM
UTILITY THE SITE AND TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
_______ �./ TO PROVIDE FOR MAXIMUM UTILITY BY ALL IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
DIVERSION DITCH CONSTRUCTION VEHICLES.AVOID STEEP GRADES SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.
BAFFLES AND ENTRANCES AT CURVES.
PROPOSED NEW
HAUL ROAD LIMITS OF �
PROPOSED DISTURBANCE 5 i ;S� R YARN H 1 LL
c�
MINING AREA CONTRACTING
JFILTRATION IF NEEDED
GENERALNOTE3: GEOTEXTLE
-DETERMINE BORROW PIT DEWATERING BASIN SIZE USING COMPANY
V= C O M P A N Y
80203'Q'T,WHERE V IS VOLUME(CF),O IS PUMP FLOW RATE(GPM),ANO T IS
W DEATERINGTIME(HR)USE MAXIMUM FLOW RATE OF1000GPMANOAMINIMUM -III-III- -III-III _DEWATERING TIME OF 2 HOURS. _
-RISER SHALL BE A NON-PERFORATED SMOOTH OR CORRUGATED MATERIAL
WITH A FIASHBOARD OPTION. - ---
-GONTRUGT THE GOIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY STANDARD COR FIBER BAFFLES
Z ROADWING WAYS40.01ARDW60-14, ERIALTHAT MEETS THE SPECIFICATIONS OF - 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROADWAY STANDARD WITH M STONE ENERGY
-PROVIDE5'STEELPOSTSOFTHESELF-FASTENERANGLESTEELTYPE.INSTALL DISSPATORAHFHE TTO
-III - Vegetated Berm Detail DNWIRE ~°" °"P�m TEMPORARY SEEDING & MULCHING SPECIFICATIONS PERMANENT SEEDING & MULCHING SPECIFICATIONS MULCHING MATERIALS & APPLICATION RATES
STEEL POSTS WITH NO MORE THAN 3-OF THE POST APPEARING ABOVETHE 9 ROCKY MOUNT, NORTH CAROLINA 27804
ATTAGROUCH
D. III III- MATERIAL RATE PER QUALITY NOTES
-ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR OTHER curyE,
ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND SIDE SLOPES OF THE rrryS
m BASIN WITH 12'STAPLES, j - EVERr is LAsncn ERTrDLE°aos TEMPORARY SEEDING&MULCHING SPECIFICATIONS pS PERMANENT SEEDING&MULCHING SPECIFICATIONS -ORGANIC MULCHES ACRE
-INS TALL TYPE 2 GEOTEXTILE ON SIDESLOPES AND BOTTOM OF BASIN AT INLET 4'(M �) �cLE (REF.S&EC MANUAL SECTION 6.10) (REF.S&EC MANUAL SECTION 6.11t) STRAW DRY,UNCHOPPED, -SHOULD COME FROM WHEAT OR OATS;SPREAD BY
Z SHOWN IN THE DETAIL _- III D - PIT NAVE: Creech Pit
- SETHE TYPICAL SECTION SHOWN FOR THE BORROW PIT DEWATERING BASIN CATEGORY AFFECTED ACREAGE 1-2 TONS UNWEATHERED;AVOID HANDOR MACHINE;MUST BE TACKED DOWN.
AS A GUIDE.THE BASIN MAY HAVE ANY TYPE CONFIGURATION AS LONG AS '' DEPTH 1.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 1' ALL DI T TOBA D AREAS 5". HE TOP Y SHAL LLBE E EXISTING TTOICAL SE ETIO N AND WOOD CHIPS WEEDS. -TREAT WITH 12 LBS NITROGEN/TON.APPLY WITH
- (REF.$&EC,TABLE 6.1 Oa AND bJ: S6 TONS AIR DRY MULCH BLOWER,CHIP HANDLER,OR BY HAND.NOT
Z NONPERFORATE RISRRO PROVIDED AND PRo slorvs ARE MADE FORA - - LLI = UNIFORM SEEDBED.LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL
NON PERFORATED RISER. 'L"=2"W"MIN FLF = _ _ - - - WOOD FIBER FUR USE IN FINE TURF.
-00 NOT EXCEED 35 FT,IN HEIGHTFORTHE EARTH DIKES REQUIRED FOR _ - MINE EXCAVATION 30.28 ACRES JMATERIAL - - - - - - - SPECIES RATE(lbs/acre) DATES PROVIDE ADEQUATE DISTRIBUTION.LIME AND FERTILIZER SHOULD BE f� Contracting
� 1 1
INCORPORATED INTO THE SOIL PRIOR TO SEEDING. 0.5-1 TONS -ALSO REFERRED TO AS WOOD CELLULOSE.MAY OWNER: U Q r Y�h l�O I1 l r Q C L Y�C� C O YY�rJ Q'r)y
BORROW PIT DEWATERING BASIN. - - - - - - - - - - - Rye(Grain) 120 Der emberBARK BE HVDROSEEDED.DO NOT USE IN HOT,DRY
-THE BORROW PIT DEWATERING BASIN SIZE Is VARIABLE AND DEPENO-oN _� _- August er-December 30 2.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 35 CUBIC AIR DRY,SHREDDED OR WEATHER.
SPECIFIcsITE REQUIREMENTS AS WELL AS PROPOSED CONSTRUCTION LL suwBAFFLE (REF.$&EC,TABLE 6.11t): CORNSTALKS YARDS HAMMER-MILLED,OR CHIPS. -APPLY WITH MULCH BLOWER,CHIP HANDLER,OR
OPERATIONS I I-III -III-III-III- UNEXCAVATED BUFFERS 2.65 ACRES Q NOTES: MATERIAL MATS
ER CUT ORSHREDDED IN 4$' BY HAND.DO NOT USE ASPHALT TACK.
-SUBMIT THE SIZE,LOCATION AND RISER PIPE MATERIAL FOR APPROVAL PRIOR German Millet 40 April l5-August l5 Items RATE SERICEA �/ c v� Jarman
Q TO CONSTRUCTION -I I -III-III-III-III- M�,r� NSTALL THREE(3)COI FIBER BAFFLES IN SILT ( ) DATES 4 6 TONS LENGTH APPLY WITH MULCH BLOWER OR BY HAND.NOT DRAWN I� - A U J t r
-PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASINTOA MAXIMI1Mw EARTH DIKE// 3'TO SOIL STABILIZATION TIMEFRAMES W BASINS AND SEDIMENT DAMS AT DRAINAGE OUTLETS Cc' On
Bermuda ra53 10 LESPEDEZA FORUSEINFINETURF.
DEPTH OF 6-BELOW TOP OF EARTH DIKE. NOTE:ACTUAL LOCATION STAPLE SEED-BEARING
-PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE OUTLET OF THE PUMP OF DE WATERING BASIN -J UNDISTURBED BUFFERS 4.1 ACRES Limestone 4000 g STEMS
HOSE AND OUTLET OF THE RISER BARREL IN ACCORDANCE WITH WILL VARY,AS L �/ SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS ��,// WITH AO(2)COOFI THE BAFFLES N Fertilizer(l0-10-10)) 700 Decembers-August l5 Pensacola Bahigrass 50 Apfill-July 15 1.3 TONS GREEN OR DRV;SHOULD
PLAN y- Fertilizer(10-10-101 1000 August 15-December 30 Sericea Lespedeza 3O CONTAIN MATURE SEED.
W ROADWAY 2. TWO(2)COIRFI BA BAFFLES CAN NETS AND MATS
STANDARD 8T6 oz FOR OUTLET W/O DITCH. NECESSARY,BASED ON �_ `+�A L BE INSTALLED IN SILT BASINS AND DAMS LESS THAN 20 Nurse Plant-German Millet 10 n dl 165-AUp and
JUTE NET COUNTY: Lenoir
DISCHARGE SITE CONDITION. - ON SILT FENCE,TEMPORARY DIVERSION W FT.IN LENGTH WITH ASPACING OF i THE BASIN LENGTH. Straw MUCK 4000 Nurse Plant-Rye(Grain) 25 Prigr f0 April 15 and Aker August 15
T� 0.00 ACRES PERIMETER DIKES,SWALES, FIBERGLASS NET
MAINTENANCE: = DITCH DITCHES,AND SLOPES 7DAYS NONE m 3, TOP HEIGHT OF COR FIBER BAFFLES SHALL NOT )-11= 1 1 =1�1 (Note:Minimum 75%coverage and must be anchored with tack,tied down, Agricultural Limestone 4000
(1)INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH 1' BE BELOW BASE OF SPILLWAY ELEVATION. -�- - - -� or disk With blades set nearly straight.) Fertilizer(10-10-10) 500 COVER AREA HEAW,UNIFORM:WOVEN
^ RAINFALL.MAKEANY REQUIRED REPAIRS IMMEDIATELY. ,�-U^. (� LL T_y_e St Mulch
QOQO EXCELSIOR OF SINGLE JUTE YARN. -WITHSTANDS WATERFLOW.BEST WHEN USED
LL (2)BE SURE TO MAINTAIN ACCESS TO BAFFLES.SHOULD THE 1-Utl HAUL ROADS HIGH QUALITY WATER(HOW) of DEPTH (WOOD FIBER MAT) COVERAREA WITH ORGANIC MULCH. T
y� ZONES 7DAYS NONE 2. RESEED REFERTLZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR Note:Minimum 75%covera a and must be anchored with tack,tied down,or disk _
FABRICOFTHE BAFFLES COLLAPSE,TEAR,DECOMPOSE OR J� 6" �I 0.5 ACRES f1/ ( g -WITHSTANDSWATERFLOW.BESTWHENUSED SCALE:
�11 1150'
BECOME INEFFECTIVE,REPLACE IT PROMPTLY. ,� 1'/: LL LANDSCAPE STAPLES .J L
BeOTT°us c 1r�s OTHER 6AMAGE. with blades set nearly straight.) FIBERGLASS ROVING COVER AREA WITH ORGANIC MULCH.
(31 REMOVESEDIMENTOEPOSITS WHEN IT REACHES HALF-FULL TO F SLOPES ARE IO'OR LESS IN MAINTENANCE: -WITHSTANDS WATERFLOW.
PROVIDE ADEDUATE STORAGE VOLUME FOR THE NEM RAIN AND CONSTRUCTION ENTRANCE, 3.SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
TORGADERESSUREORGEVOLFLEFORTHCARETRAIN AN 0.00 ACRES O (1)INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED REPAIRS
O TO REDUCE PRESSURHE E ON THE BAFFLES,RING CLEAN TAKE CARE TO DEPTH UNCLASSIFIED ANTI-SEEP CO R CHECK DAMS,&RIP RAP SPILLWAYS SLOPES STEEPER THAN 3:1 7DAYS LENGTH AND ARE NOT STEEPER IMMEDIATELY. -CHEMICAL STABILIZERS 0.5-1TONS CONTINUOUS FIBERS OF ' Q
SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. EARTH MATERIAL THAN 2:1,14 DAYS ARE ALLOWED. U 4.GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE AOUATAIN DRAWN GLASS BOUND A T E. 0 U 0 5
n/ (2)BE SURE TO MAINTAIN ACCESS TO BAFFLES.SHOULD THE FABRIC OF THE BAFFLE COLLAPSE,TEAR, / /
L.L (4)AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STONE ENERGY GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. AEROSPRgY TOGETHER WITHA
TOTAL ACREAGE AFFECTED DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.
PROPERLY STABILIZED,REMOVE ALL BAFFLE MATERIALS AND 2 CORFIBER BAFFLE STEEL POSTS DI$$PATOR ANCHOR ET NEARLY
STRAIGHT.
TACK,NETTING,OR BY CRIMPINGWTHADISK WITH CURASOLAK NON-TOXICAGENT. WITH
WITH A USIRE ASPHALT
A ARE EJECTOR.TACK
LJ- UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE ANO 33.43 ACRES 7DAYS FOR SLOPES GREATER (3)REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF-FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR BLADES SET NEARLY STRAIGHT. PETROSET FOLLOW WITH EMULSIFIED ASPHALT AT A RATE OF 2535
O STABILIZE IT. w VARIABLE SLOPES 3:1 OR FLATTER 14 DAYS THE NEXT RAIN&TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES TERRATACK MANUFACTURER'S GAU1,000 BE.
THAN WIN LENGTH. DURING CLEAN OUT.SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. CRUST 500 SPECIFICATIONS
TYPICAL SECTION VIEW TOTAL ACREAGE PERMITTED ALL OTHER AREAS WITH SLOPES NONE,EXCEPT FOR PERIMETERS (4)AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,REMOVE ALL BAFFLE C. PS GENAQUA743 1I { 1
m 38.77 ACRES 14 DAYS MATERIALS&UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE&STABILIZE IT. TS M-145 NOT BENEFICIAL TO PLANT GROWTH. SHEET. O
FLATTER THAN 4:1 AND HOW ZONES.