greencardcheck (2)

- I
CROSS-SECTION OF EXCAVATION AREA NOT TO SCALE
CROSS-SECTION OF EXCAVATION AREA TO BE BACKFILLED
- •`
�} WITH UNCONTAMINATED OFFSITE EARTHEN MATERIAL.
�` : '•� - jTl NOT TO SCALE
LOGSBORO PIT
:ux TOP OF MINING AREA TOP OF BACKFILL ernu MY,�,
a-
C �". e.n `p r WATER LEVEL:AVE4' q+ 9 I s.n Be UNC�RT7IEN MATERIAL
_ PERMIT t 33 41 29905 ACRES tli a.
' D Tenponry E' T 0;Tay Ten"enry Z+ Trryaery
••',A.., 1-. �� IIIII. �°,°,�d„y Dim. BOTTOM OF MINING AREA=16-20'AVE m, Dnm • BOTTOM OF MINING AREA=16-20'AVE Diet,
r _ 0.3 MILES TO 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.
_ E D G E C O M B E COUNTY C�� S.R. 1253 MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN. 3. DURING MINING ACTIVITIES AND UPON COMPLETION OF THE EXCAVATION,UNCONTAMINATED OFFSITE
A KN 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
-� •- _ } boundaryAND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN.
1 RECLAIM THE SLOPES AROUND THE EXCAVATION AREA.
Y
t *• r ..y4 1 ' ., J �. � ..y ,+�"mot -: '� I \ -. . --N�C�� \• ti 29 CROSS-SECTION OF HAUL ROAD RIP-RAP APRON DETAIL STONE CHECK DAM DETAIL
T x �;* .. r (' b I;i� ►.fi. , C. . _N O TUTS NOT TOSCALE A
NOT TO SCALE
xOL NI
��7s 7■� I - CM•• y ROADWAY
1 Current mining a p
CONSTRUCTION SEQUENCE �'+ "APE
AIRx
IZ NEW GRASSiINED WIDEN 4 STARUZE RpS AA
� sWAE ISTING FARM ROAD
**ALL SOILS,MINERALS,ROCK,GRAVEL,AND WASTE OR OTHER MATERIAL BROUGHT"`*ONTO OR Z p "'°-, CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD PUN A"c x ER
REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM AN APPROVED PERMITTED FACILITY. a. Q8
p IJ NOTES: MAINTENANCE: LTERFAa C
1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR LOCATIONS OF EXISTING UTILITIES 48 $ LL (1)EROSION CONTROL ITEMS WILL BE INSTALLED (1)MAINTAIN THE HAUL ROAD INACONDmONTO `I
BEFORE CONSTRUCTION. PREVENT MUD OR SEDIMENT FROM LEAVING THE
HOURS PRIOR TO BEGINNING CONSTRUCTION(1-800-632 4949). PIPESLDPE=Daox r SECTION A- A
u. 'd (ROUSE SAND OR OTHER EARTHEN MA7ERWLTO CONSTRUCTION SITE.THIS MAY REQUIRE
2. INSTALL CONSTRUCTION ENTRANCE ON HIGHWAY 33 AS SHOWN. MAINTAIN CONSTRUCTION SITE IN �o y I CONSTRUCT HAUL ROAD TO 225'WIDE. PERIODIC GRADING.AFTER EACH RAINFALL,
19 I. (3)SIDE SWALES WILL BE GRADED ACCORDINGLY. INSPECT ANY STRUCTURE USED TO TRAP
A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. MUD AND :� d Current min area $ 4 (4)PERFORM FINAL GRADING AND STABILIZATION SEDIMENT AND CLEAN R OUT AS NECESSARY. A L=rHEDISTANCESUCH THATPOINM
DIRT TRACKED INTO THE PAVED AREAS MUST BE REMOVED IMMEDIATELY. ALL CONSTRUCTION 0 OF HAUL ROAD. IMMEDIATELY SPILLEREMOD,
ALL OBJECTIONABLE ORT TRACKED
EROSIONCOOT CONTROL
6�
I \ I. » (5)SEED AND MULCH GRASS-LINED&WALES NON-WOVEN EROSION coNTROL
MATERIALS SPILLED,WASHED,OR TRACKED
TRAFFIC IS TO USE THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. IMMEDIATELY AFTER STABILIZATION,PER FILTER STONE
ONTO PUBLIC ROADWAYS. FABRIC ONALAV OR#57
y � VEGETATION PLAN. NCDOT 46 oRiX7
3. CONTRACTOR TO CLEAR/GRUB ONLY THE MINIMAL AREA,TWO SMALL AREAS INSIDE AREA#2 ` II ■urE■me e■M■■■■ SECTION STONE NOTES:
EXCAVATION LIMITES.NO OTHER CLEARING OR GRUBBING WILL BE NEEDED ONSITE OTHER THAN I e Q (1)STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM
\ Ij 30 CUTTI NG ARGU NO THE DAM.
LD BE SPACED INA CHANNEL SO THAT THE CREST OF THE
ALONG THE EAST SIDE OF THE HAUL ROAD. a ` RIPRAPAPRONENERGYDISSIPATERCALCULATON TABLE DOWNSTREAM DAM I S ONE CHECK S ATMS S THE USAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.
4. CONSTRUCT TEMPORARY DIVERSION DITCH ALONG THE INSIDE OF THE EXCAVATION AREA AND MAINTENANCE:
Rlp-Rap Ppe Die- Pipe Slope Length Upetreem Downatleem Stone (1)INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
INSTALL CHECK DAMS/TEMPORARY ROCK SILT CHECK TYPE B(NCDOT 1633.02)AS NEEDED TO I o=a1ox. Whit n Wdth Thi=knee. RAINFALL(}'OR GREATER)EVENT AND REPAIR IMMEDIATELY.CLEAN Our SEDIMENT,STRAW,
CONTROL RUNOFF. % ft ft ft in LIMBS,OR OTHER DEBRIS THAT COULD CLOG THE CHANNELWHEN NEEDED.
�� �Q] RRA-1 24 1.0 12 60 B 2A (2)ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
5. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS NEEDED AROUND THE PERIMETER OF THE za I I I G" 31 FROM SIGNIFICANT
ER SIAROUNDOCCUR BETWEEN
E THE DAM.CORRECTA MEASURES
CAN
�L IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,ADDITIONAL MEASURES CAN BE TAKEN
EXCAVATION AREA. 1llii MAINTENANCE: SUCH AS,INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL.
6■■rr . (1)INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT RAINFALL (3)REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
6. PERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED. DO NOT ALLOW ANY DISTURBED i NI \ t (?OR GREATER)EVENTS TO SEE IF ANY EROSION AROUNDORBELOWTHERIPRAP Fl43 TO CHANNEL VEGETATION,ALLOW THE CHANNELTO DRAIN THROUGH THE STONE CHECK
\ TAKEN RACE,OR IF STONES HAVE BEEN DISLODGED.IMMEDIATELY MAKEALL NEEDED DAM,AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.ADD STONE
AREAS TO REMAIN DISTURBED ANY LONGER THAN WHAT IS NECESSARY(SEE TABLE BELOW FOR CORBETT 32 REPAIRS TO PREVENT FURTHER DAMAGE. TO DAMS AS NEEDEDTO MAINTAIN DESIGN HEIGHTAND GROSS SECTION.
TIMEFRAME REQUIREMENTS).BEFORE STRIPPING OR ANY OTHER LAND DISTURBING ACTING INSIDE DEED BOOK 1062
THE EXCAVATION AREA,CONSTRUCT TEMPORARY DIVERSION DITCHES IF NECESSARY TO DIRECT I ?, t3= �' Io 33 W COMPACTED
SEDIMENT-LADEN RUNOFF TO BASIN. ( ) PAGE 573 t boo a � ° _ 0 Lu SOIL 2'MIN.
7. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED AND THE SEDIMENT BASIN Q
CONSTRUCTED,EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE { O rf1X`?*` ' r,�'1p' f": ^N
TOPSOIL USED TO BUILD THE STOCKPILE/BERMS AROUND THE PERIMETER OF THE EXCAVATION ICtant� z /� Z i^``'`.�Nr'•r,.t4ty' '".wii fw• ;.tf;• V-9 MIN
AREA. T 0 I
8. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK TO ALLOW THE WATER TO BE 0• \ 35
PUMPED INTO THE SEDIMENT BASIN. I > s'TYP.
v
9. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND MAINTAIN THE PROPER AMOUNT OF N/b� z \ p (1)DURING
TH
�� H;/O •� (i)DURING THE ESTABLISHMENT PERIOD,CHECK GRASS-LINED CHANNELS AFTER EVERY RAINFALL
WATER REQUIRED THE SEDIMENT BASIN WILL THEN BE REMOVED AND THAT AREA WILL THEN BE 00 I o a AFTER GRASS IS ESTABLISHED,PERIODICALLY CHECK THE CHANNEL;CHECK IT AFTER EVERY HEAVY
c RAINFALL EVENT.IMMEDIATELY MAKE REPAIRS.IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL
EXCAVATED. � t \ UL \ \ O C OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPE OR SCOUR HOLES.
_ W REMOVE ALL 3IGNI FI CANT 3EDI MENT ACCU MULATI DNS TO MAI NTAI N THE DESIGNED CARRYING CAPACITY.
10. ADD ADDITIONAL SILT FENCE AND CHECK DAMS,AS NEEDED OR REQUIRED,BELOW THE SEDIMENT I i , 3 H PKEEP THROTECTION
GGRASS THE
HEALTHY.VIGOROUS CONDITION AT ALL TIMES,SINCE IT IS THE PRIMARY EROSION
BASIN AT THE LOWEST LIMIT OF DISTURBANCE TO CONTROL ANY SEDIMENT RUNOFF. 3 PROTECTION FOR THE CHANNEL
` O z
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.
12. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE THEY ARE COMPLETED. \ 6 '
13. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,REMOVE ALL a96 I _ - ••M" y
TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. b°n¢ 10 O Adjoining Landowers
1.Jerry Dixon&Son et al 18.Ricky Dale Davis
Carlos3. on Quick Pick Inc 20 Annie Mae Lynch
C
Jerry Axon 19 DRB Enterprise LL
00 - 4.Connie Harrell Rogers et al L n
® Go /� 09 21.Jose Luis Vazquez Ramirez et al
pO Qo ,�. ,rp% r�'ocr� / 1 12 5. David Lee Raynor 22.Randy Dunn at al
\ 6. Robin Walston
7. Robin Walston 23.Vandella Long Fox
�t b° �Oo� \ �� This field utsideofthe 8.Yovanni Merino-Lora 24.Jerry Dixon et al
permit boundary and no wo 9.Juan Caxentano Ariza 25.George Bullock
is proposed.
10.Jean Zachary at al 26.Dorothy Perry et al
11.Vicky Ayers 27.Columbus Petway et al
B _ _ \ a Z 12. Donna E Proctor et al 28. Lillie Watkins Corbett
1a + 13. Marisol Calixtro Casas 29.Mills Family Properties LLC
t W A 14.Gabino Guzman Morales et al 30.Cecilio Ramirez
• m QUINCYFARMSFLP - 10
_ ,0 15.Thomas J Merchant Sr 31. Ma Rose et al
�•, PARCEL#482004630200 Mary
DEED BOOK 1614,PAGE A 14 . 16. Lester Wayne Davis et al 32. RWR Logging Inc
_ _ _ _ _ �, 0060 17.Christine Driver Life Estate 33.Mica•ah V Anderson Jr.
W GIS ACRES:187.3 •�
Z / 34. Edgecombe County Water&Sewer
Area not mined due to _ _ \ M.. Y:.�' \ J 15 35. Dexter Stancil
1 unsuitable soils in this area WW a
_ C S'MAX.W/WIRE
J o� (6'MAX.WI O WIRE)
a 16 T
18'24"
LU NATURAL GROUND
Z
24" S•DOWN$4"FORWARD ALONG THE TRENCH
LLI
permit boundary . ` _ I I I J O LL NOTES TFILTERFABRIC
f0 _ _ _ 25 WITH
AMINIMUM F6 UMGF32'SWITH 1AND
� � � � � � WITHAMINIMUM OFB LINE WIRES WITH I2'
TRENCHIAN
p■a aVEM4 er A�>�9 Bet 011�& . . . . . O . . . . .. J STAY SPACING. COMPACT
. O -�:)"^ti,L -�: •�' I G D1 (2)UBE FILTER FABRIC A MINIMUM OF 3IT IN THOrATUOrIv
Ns lhq■�&MAlS 4 101■Yr r^ WIDTH AND FASTEN ADEQUATELY TO THE WIRE
. - �/,
35 PROVIDE G5' 'STEEL POSTOF THE T 21
SELF-FASTENER ANGLE STEEL TYPE ANGLE, IN 2q
ANGLE STEEL TYPE.
TITI�An
pf - N8 LEAST WEEK
��,•�"'�. J 'M1 • • • v • • • • • • • • • • - O -�• � r 20 21 22 23 LLI MAINTENANCE
O - - - - - - - - - -/- O O O � (1)INSPECT SEDIMENT FENCES AT LEAS AND AFTER EACH RAINFALL,MAKE ANY REQUIRED
}7 19 ' REPAIRS IMMEDIATELY.
"�•••`•,�,,,�_�..-Y •� (R)SHOULD THE FABRIC OFASEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,
0UoOeAam C I• m d REPLACE IT PROMPTLY.
L 9.9SY °"" EIP z _ A F 17 18 1111111/ (3)REMOVE SEDIMENT DEPOSITS A3 NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
1M FI��s�■A- �. - RAIN AND TO REDUCE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
_{ a (4)REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITES AND BRING THE AREA TO GRADE
_.r�l �', W AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
e1" 50'UNDISTURBED BUFFER
<\ /' 1 :.
. /.•� .,WfdREMOVED PON PURCHAS - _ _ SILT FENCE OUTLET
I NOT TO SCALE
50'UNEXCAVATED BUFFER WITH 6'BERM
SILT FENCE 6 HARDWARE CLOTH SILT FENCE
BARNHILL CONTRACTING
COMPANY
• PARCEL#482034589200
..� DEED BOOK 1746,PAGE
GIS ACRES:86.89
_ _,,,� � ❑WO � 8'DOWN&4"FORWARD AL G THE TRENCH
O M to 1'-S"MIN. SUPPORT POST
permit bound _ _- � FRONTVIEW
(011.0 SILT FENC
a
I � a A INSPECTS IMENTAFTER
EREA HRAINALLFAST MAKE ANY
L� 1 ° TOP VIEW REOUERED REPAIRS IMMEDIATELY.
MAKE ANY
v I 12'GF 46] (2)SHOULD THE FABRIC OF ASEDIMENT FENCE
r0 1 V B WASHED STONE SILT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME
SA 1 °un a INEFFECTIVE,REPLACE IT PROMPTLY.
QUINCY FARMS FLIP \ Bp�g neoX3 LOD VB� BACKFILL (3)REMOVE SEDIMENT DEPOSITS AS
PARCEL#482004630200 UppAneoX3,��L,Vu� 56" / TRRENCHMD MIN. NECESSARVTO PROVIDE ADEQUATE STORAGE
DEED BOOK 1614,PAGE n LW 'e HORauDH CLA33B VOLUME FOR THE NEXT RAIN AND REDUCE
GIS ACRES:187.3 / /' � 2 1 ERO E CONTROL UNDERMINING
NDERPRESSURE ON THE FENCE.DURINTAKIEG
CITE NOUT. D
y •p`J &FABRIC UNSTABLEIDEPOSITS AND BRING THE AREATO
\ �+ GROUND LINE 2 MIN. FILTER (4)REMOVE AL FENCING MATERIALS AND
GRADE AND STABLRE ITAFTER THE
O H CONTRIBUTING PROPERLY STABBED.GE AREA HAS BEEN
CROSS SECTION
GRAVEL CONSTRUCTION
LEGEND I $1 N � ENTRANCE DETAIL
COLUMBUS PETWAY ET AL
PARCPROPERTY LINE -PL-PL-PL CONSTRUCTION I DEED B OK#48 14 9,PA 0
ENTRANCE DEED BOOK 1439,PAGE 267
TREE LINE TEMP.ROCK SILT
SILT FENCE -III-III-III CHECK,TYPE"A" v I BAN
TEMP.SILT FENCE /
VEGETATED OUTLET
BERM • . • • • • /�� / I
TEMP.STOCKPILET.aapr,
ee Aees•ee•e tg -L r�
eee•eeseeeA•seoeseeee•e:.
Act,dLsiaL,ec,�,� BARNJHIL CONTRACTING z"a•wwsHm
WETLANDS AREA / ' f 6MPANY NOTES: STONE
J PARQEL H4B2034589200 (1)AGGREGATE SIZE-USE 2T031NCH WASHEDM M I'd Pill
50'WETLAND SEOCK PIPEDIMENT TRAP, /INLET / 07 6 BOOK 1746,PAGE
BUFFER TYPE"A" STONE.
GIS ACRES:86.89 (2)DIMENSIONED GRAVELPAD NwN
THICKNESS: 61NCHE3 MINIMUM
I WIDTH: 12 FOOT MINIMUM OR FULL A2
WIDTH LAR ENTUNTS OF
RANCE
EXISTING �--� THE VEHICULAR ARE".ANCE AND MAINTENANCE:
UNDISTURBED / EXITARElq M MUNTaN THE GRAVEL PAD IN A CONDITION TO PREVENT
STRUCTURES J/ WHICHEVER IS GREATER. MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
BUFFER LENGTH: 50 FEET(MINIMUM)
DIVERSION DRCH EXISTING WELLS • IMMEDIATELY REMOVE TRAP SEDIMENT AND ALL OBJECTIONABLE MATERIALS
OREBMNG WITH 2"STONE.
TEMPORARY TO PROVIDE FOR MAXIMUM UTILITY BY ALL
(3)LOCATE CONSTRUCTION ENTRANCE AND EXIT I RE P
N IT OUT AS NECESSARY.
TG LIMIT SEDIMENT FROM LEAVING THE SITE AND AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO
DIVERSION DITCH BAFFLES
PROPOSED NEW Hpld'R�d���6 AND ENTRANCES AT CURVES.CONSTRUCTI IN VEHICLES.AVOID STEEP GRADES 8PILED,WASHED,OrRTRACKEDONroPUBUCINLIDWAYS.
_ BARNHILL
HAUL ROAD �- :: '`_ LIMITS OF
DISTURBANCE/ �COD-LOD
PROPOSED r PERMIT BOUNDARY
MINING AREA L�PaeoG- ,. CONTRACTING
J FILTRATION IF NEEDED
GEOTEXTLE - - - -
-DE'IERNINE BORROW PIT DEWMIEMNGBASIAMO USING COMPANY
V=B.WD3•Q•T,WHEW V ISWLUME(CFI Q IS W W FLOW MTE(GPMAMDT O
LU DBWTERIN TIME E(HID.OF USE MAXIMUM FLOW RAZE OF iD00 ePM ANDA MINIMUM
-RISER HA TIE£OF2HOURS
-RISER SHALLBEANONIrM. UTED,9NOOT1 OR CORRUGATED MAERWL
WITH AFLASHBW,RD OPTNW.
-CONMuCTTIECOIRFIBERBAFREINACCORDANCEWm1ROADWIMSTANDARD COIR FIBER GAFFES Q {� }
Z DMWINOI TAN AND WITH
1-4.TEMALTHATMaIMMESPEGIFICAnONSGF � 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROADWAYSTANDARD108B19. STONE ENERGY MULCHING MATERIALS do APPLICATION RATES
SMEL OSTSWIMNOSTSOFTHESELFTHEPOERANOLE51EELlYPE.INSTALL -- DISSIPATOR \/�-1-1-J a-- IT_l-M D�M� �� IpNN�Dxpp TEMPORARY SEEDING dt MULCHING SPECIFICATIONS PERMANENT SEEDING do MULCHING SPECIFICATIONS
STEEL POSTS WITH NO MORE THAN 9'OF THE POSTAPPEARINGABOVETIE • CIMIOY 001111 YOW11 ROCKY MOUNT NORTH CAROLINA 27804
Q GROUND. , III LVERv,z ,IN MATERIAL R QUALITY NOTLS f
-ATTACHTHELOIRFIBERr TOTHESTEELPOSTSWITHWIREGRGTHER BE
M ACCEPTABLE MEANSMD3T MDINMTHEBOTTOMMDSIDESWPE30FTE ACRE
.• BASIN WITH 17 STAPLM. nD POHf TEMPORARY SEEDING&MULCHING SPECIFICATIONS PS PERMANENT SEEDING&MULCHING SPECIFICATIONS -ORGANIC MULCHES
-INSTALL TYPE2GEOTIXTILE ON SIDEBLOPESANO BOTTOM OF WIN AT IN LET ■r�� (REF.S&EC MAN UAL SECTION 6.10) (REF.S&EC MANUAL BE TION6.11t) STRAW DRY,ORCHOPPED, -SHOULDCOMEFRGMVMEATOROATS;SPREADBV
`^ ASSHOWNINTHEDETAL. II-I III CATEGORY AFFECTED ACREAGE �" I.
PIT NAME: LOGSBORO
-USE THE TYPICAL SECTION SHOWN FGRTHE BORROW PIT DEWAMRING BASIN ■ ■i 1.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 1.ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND 1-2 TONS UNWFATHEREp;AVOID HANG OR MACHINE;MUST BE TACKED DOWN.
ASAGUIDEME&lNMNYl AWY EWNFIGURAMMCONGAS %A, ' ■ ■i Dix PLOWED TOA DEPTH OF S".THE TOP 2"SHALL BE PULVERIZED TO PROVIDER WOOD CHIPS WEEDS. -TREATWITHQUESNRRDGENRGN.APPLYWIM
Z SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MADE FORA ^^ _ ■ ■I (REF.S&EC,TABLE 6.10a AND b): "TONS AIRDRV MULCH BLOWER CHIP HANDLER.ORWHAND.NOT
LLI UNIFORM SEEDBED.LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE MOD FIBER
NON-PERFORAMD-11 - MINE EXCAVATION E SPECIES RATE DATES ADE UATE DISTRIBUTION.LIME AND FERTILIZER SHOULD BE INCORPORATED INTO FUR USE IN FINE TURF.
-DO NGT IXLEE03.5FT.INHEDHT FORME EARTH DIKES REQUIRED FOR II-I III 203.31 ACRES J M.TERML THE OIL PRIOR TO SEEDING. 0J1TONS -AISOREFERREDTOASWODD CELLULOSE.MY
BORROW PIT DEWATEMNG BASIN. _ _ _ LL LI LI I l Rye(Grain) 120 DBCembBr 1-Apol 15 BARK BE HYOROSEEOEO.DO NOT USE IN HOT,ORY OWNER: Barnhill Contracting Company
LL.I -1HE BORROW PIT DEWAEMNO BASIN 512E IS VARWBLEAND DEPENDENT ON TMFI gr August l5-December 30 2.THEFOLLOWINGARE KINDS AND RATES OF MATERIALS TO BE APPLIED WCUBIC AIR ORY,SHREDDED OR WEATHER
AT-SPECIFIC SITE REOUIPEMEMS AS WELL AS PROPOSED CONSTPULTON ILL BAFFLE (REF.S&EC,TABLE 6.111): CORNSTALKS YARDS HAMMERMULED,ORCHPS. -APPLY WITH MULCH BLOWER,CHIP HAMMER OR
OPERATON3. I II I I I I II BUFFERS 25.94 ACRES Q NOTES: N EPV4 / / -ERA CUT OR SHREDDED IN 46 BY HAND.DO Nor USE ASPHALT TXX.
-SUBNITMESIM,LGGTIGNANDRISMPIPENATEMALFORAPPs0WA PUOR German Millet 40 April 15-August l5 Items RATE(IbNacre) DATES sEMCEA
Q TOCONSmuCTON. M 1. INSTALLTHREE(3)COIRFIBERBAFFLESINSILT 4ETONS LENGTH -APPLYWfTH MULCH BLOWER ORWHAND.NOT DRAWN BY: Jonathan Proctor
-PUMPMEUPLUENTIMOTHEBOM PITDEWATERINGBASINMANA(INUM EARTH DIKE 3r TO SOIL STABILIZATION TIMEFRAMES W BASINS AND SEDIMENT DAMS AT DRAINAGE OUTLETS Common Bermuda 1833 1D FOR USE IN FINE TURF.
DEPTH OFT BELOW TOP OF EARTH DIKE. NOTE:ACTUAL LOCATION STAPLE Limestone 4000 g LESPEDEU
-PR MABTONEENERGYUIWIPATp MATTIEOUTUOF EPUW OFID ERING BASIN 2• 25'VEGETATED BERM 0.40 ACRES /�/ } FBritill r 10-10-10 1000 August sr16A gu 130 SefICeB Lebp@deZB 30 SEEDBFARING CONTAIN MATURE SEED.
LL.I DISLIWROE HOSEANDOUTUETOPMSPISERBAMiELINACCOMW10EWMI WILL VARY,AS • L • L.r- WITH ASP(2)ICOIR FIBER RAFFLE CAN
H. Ferlili-r(10-10-10) 750 DBCemb5- sc mbar3 PensesL Bahiezas5 50 Apfill-JUIY 15 iSTONs GREEN DRDRV;SHWLD
( ) STEMS
PLAN 2. TWO(2)SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS •NETS AND MATS
ROADNAYSTANDARDBf&02FOROUTLETWro Dm]I. NECESSARY,BASED ON `CT S� BE INSTALLED IN SILT BASINS AND DAMS LESS THAN20 Nurse Plant-German Millet 10 ApfiII 155 AIJquSt I5 JUTE NET
Q SITE CONDITION. OiOe SILT FENCE,TEMPORARY DIVERSION FT.IN LENGTH WITH ASPAGING OF THE BASIN LENGTH. SVSW Mulch 4000 Nurse Plant-Rye(Graln) 25 PA Apnl lb and After August l5
PERIMETER DIKES,SWALES, COUNTY: EDGECOMBE
0.00 ACRES 7 DAYS NONE m a. TOP HEIGHT OF COIR FIBER BAFFLES SHALL NOT (Note:Minimum 75%coverege and must be anchored with tack,tied down, nculWrel Limestone 4000 FIBERGLASS NET
YIJNTExAxr£: ,k•_ • DITCH DITCHES,AND SLOPES or disk with blades set pearl straight.) FerBliwr 10-10-10 500 CONERARFA HEAVY,UNIFORM;WOVEN
I- R)INSPECTBAFRMMFSRTONMAWEEKMDAFIEREACH ILLBE BELOW BASE OF SPILLWAY ELEVATION. Y Q ) ( ) EXCELSIOR OFSINGLEJUTEVARN. -WITHSTANDS WATERFLOW.BESTWHENUSED
(2)BESFANFALL MTOMNNAHNACEDSTOIIRSIMNEDWTELV. 1, Y 1'-m: "� HIGH QUALITY WATER(HOW) aT za Straw Mulch 4000 OFIBERMAT) COVERAREA WITH ORGANIC MULCH.
FAMIC FTHE EWN ESCOLLAPS, BAR DEC MHOULDTIE 7 DAYS NONE " D 2.RESEED REFERTILIZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR (Woo
FABRILOF THE BAFFLES COLLAPSE, DECOMPOSE OR 6•I I- HAUL ROADS 5.00 ACRES ZONES (Note:Minimum 75°/.Coverege end must be anchored Wllh tack,Had down,Or disk -WITHSTAND WATERFLOW.BESTWHEN USED
" s? Po OTHER dAMAGE. with blades set near) strai hL SCALE: 1 r' - 300E
BECOME INEFFECTNE,REPLACE IT PRp.P1LY. 1Y• Y 9 ) FIBERGLASS ROVING COVERARFA WITH ORGANIC MULCH.
(3)REMOVE SEDIMENT DEPOSITS WHEN IT REPCHIES HALFFILL TO 1 MAINTENANCE: -WITHSTANDS WATERFLOW.
PROVIDEADEQUAMSTO-1-LIME-MENI-PAINAND CONSTRUCTION ENTRANCE, IF SLOPES ARE IO'OR LESS IN O (1)INSPECT BAFFLES AT LEAST ONCE WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED REPAR3 3.SEEDED AREAS SHALL BE CULT PACKED TO FIRM SEEDBED AND TO COVER SEED.
O TOREUUCEPRESSUREONTHE BAFFLES.TAKECAREMAVOID 0.00 ACRES SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER -CHEMICAL STABLOERS 0s1 Taus CONTINUOUS FIBERS OF r� r� r'�
DAMAGINGTIE BA FRESDURINOCLEANOUT.SEDIMENT DFPIH UNCLASSIFIED ANTI-SEEP ` ' CHECK DAMS,&RIP RAP SPILLWAYS r, IMMEDIATELY. AOUATAN DRAWN GLgsS BO1N0 DATE: 1 O Z7 2OZ3
n/ SHOULD NEVER EXCEED HALF TIE DESIGN STOMGEDEPTI. EARTH MATERIAL THAN 2:1,14 DAYS ARE ALLOWED. �/ (2)BE SURE TO MAINTAIN ACCESS TO BAFFLES.SHOULD THE FABRIC OF THE BAFFLE COLLAPSE,TEAR 4.GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH.NO BARE
LIB (4)AFTER THE CONTRIBUTING DRAINAGE APEA Res BEEN STONE ENERGY DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION ACHIEVED. AEROSPRAY TOGETHERWITHA / /
PROPERLY3 ILRFD,REMOVEALLBAFREMAERN MD 2 COIR FIBER BAFFL STEEL POSTS DISSIPATOR TOTAL ACREAGE AFFECTED ANCHOR MU LCH WITH APHALT TACK,NETTING,OR BY CRIMPING WITH AD DISK WITH cuRAsoL AK NON-TO(ICAGENT. -APPLY WRH ACOMPRESSEO ARE EJECTOR.TACK
UNSTABLE SEDIMENT DEPOSITS.BRINGTIEARFA TO MADE AND 234.65 ACRES 7 DAYS FOR SLOPES GREATER (3)REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF-FULL TO PROVIDE ADEQUATE STORAGE VOLUMEFOR BLADES SET NEARLY STRAIGHT. PETROSET FOLLOW WITH EMULSIFIED ASPWLTAT ARAM OF 25-M
O STASIU.IT. VARIABLE SLOPES 3:1 OR FLATTER 14 DAYS THAN 50'IN LENGTH. THE NEXT RAIN&TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES TERRA TACK MANUFACTURER'S GAU1,000 SF.
w n 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)AFTERTHE CONTRIBUTING DRANAGEAREA HAS BEEN PROPERLY STABILIZED,REMOVEALL BAFFLE T$ PS cENAQUA T43 SHEET: 1 of 1
m 299.05 ACRES 14 DAYS MATERIALS&UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE&STABILIZE IT. M-145 NOT BENEFICIAL TO PLANT GROWTH.
FLATTER THAN 4:1 AND HT
ZONES.