Logsboro - Quincy Mine Map

_ X 1 CROSS-SECTION OF EXCAVATION AREA
NOT TO SCALE CROSS-SECTION OF EXCAVATION AREA TO BE BACKFILLED
WITH UNCONTAMINATED OFFSITE EARTHEN MATERIAL.
NOT TO SCALE
LOGSBORO PIT
r ISM mwl I11NsN MNI
TOP OF MINING AREA TOP OF BACKFILL
yy v°eels°a s or'G,a w I s M e°aa1° Yeema sbAE,a, UNCONTAMINATED OFFSITE = M e°^^
C r WATER LEVEL AVE 4' x? Cmaa rmaa EARTHEN MATERIAL y rm 1�a
PERMIT # 33=41 299 , 05 ACRES mo,°� PE m h° Gat, M ��° P °sit B°�° ,y =n BOTTOM OF MINING AREA=i6-20'AVE once eecc an B°cNa°�r 'c^ �BOTTOM OF MINING AREA=i6-20'AVE
�•� �,. , °n eocn an
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 Canal S.R. 1253 MAINTAINING MINIMUM VEGETATED BUFFERS AS SHOWN. 3. DURING MINING ACTIVITIES AND UPON COMPLETION OF THE EXCAVATION,UNCONTAMINATED OFFSITE
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
1111dary � AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. RECLAIM THE SLOPES AROUND THE EXCAVATION AREA.
• t .' perm D L_c
^ canal ° `� 7gP.UdOrm 29 CROSS-SECTION OF HAUL ROAD RIP-RAP APRON DETAIL STONE CHECK DAM DETAIL
•r.� • I, C. NL�I ••� O NOT TO SCALE NITS NOTTGSCALE
A
NI N
®�� I 40' APIPE DlA
` F,,, 4°• ROADWAY(TVP)
CONSTRUCTION SEQUENCE I : A
IZ 2 NEW GRASS-LINED WIDEN 85TABILI2E
Q t3 ® SCALE �XISTING FARM ROAD RIPaAP
**ALL SOILS, MINERALS, ROCK,GRAVEL,AND WASTE OR OTHER MATERIAL BROUGHT**ONTO OR z I a FLAN MA`
�
p CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD I A CENTER
REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM AN APPROVED PERMITTED FACILITY. a• U 03
t]- �' NOTES: MAINTENANCE:
1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR LOCATIONS OF EXISTING UTILITIES 48 o L 'd \ (1)EROSION CONTROL ITEMS WILL BE INSTALLED (1)MAINTAIN THE HAUL ROAD IN ACONDITION TO FILTER LR
OO' BEFORE CONSTRUCTION. PIPE SCOPE=03U. SECTION A -A
HOURS PRIOR TO BEGINNING CONSTRUCTION(1-800-632-4949). � �', PREVENT MUD OR SEDIMENT FROM LEAVING THE
u- (2)USE SAND OR OTHER EARTHEN MATERIAL TO CONSTRUCTION SITE.THIS MAY REQUIRE
2. INSTALL CONSTRUCTION ENTRANCE ON HIGHWAY 33 AS SHOWN. MAINTAIN CONSTRUCTION SITE IN �> 0 \ Mpg CONSTRUCT HAUL ROAD TO 225'WIDE. PERIODIC GRADING.AFTER EACH RAINFALL,
0 14 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 �'� :� O 44 (4)PERFORM FINAL GRADING AND STABILIZATION SEDIMENT AND CLEAN IT OUT AS NECESSARY.
10 e�.una JB OFHAULROAD. NCDOT CLASSB(d50=8") " L=THE DISTANCE SUCH THAT POINTS °
o I do• IMMEDIATELY REMOVE ALL OBJECTIONABLE
DIRT TRACKED INTO THE PAVED AREAS MUST BE REMOVED IMMEDIATELY. ALL CONSTRUCTION � � �� I reP (5)SEED AND MULCH GRASS-LINED SWALES NON-wQVEN EROSION CONTROL
i� IMMEDIATELY AFTER STABILIZATION,PER MATERIALS SPILLED,WASHED,OR TRACKED FILTER STONE
TRAFFIC IS TO USE THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. 'l VEGETATIONPLAN. ONTO PUBLIC ROADWAYS. FABRIC ON A LAYER OF 4"
3. CONTRACTOR TO CLEAR/GRUB ONLY THE MINIMAL AREA,TWO SMALL AREAS INSIDE AREA#2 1 �(" I I S - _B�eUOn�4�- SECTION STONE TONE k50R#5]S NOTES:
EXCAVATION LIMITES.NO OTHER CLEARING OR GRUBBING WILL BE NEEDED ONSITE OTHER THAN I \ ;:,Io O (1)STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM
ALONG THE EAST SIDE OF THE HAUL ROAD. W �.. Nj� 30 ` (2)STONE
CHECKROUND THE DAM. THE(2)SNSTREA DAM IS T THE SA BE SPACED IN OFCHANNELTOE SO THE UPSTREAM DAM.
THE
4. CONSTRUCT TEMPORARY DIVERSION DITCH ALONG THE INSIDE OF THE EXCAVATION AREA AND a:"I RIP-RAP APRON ENERGY DISSIPATER CALCULATION TABLE DOWMAINTENANCE:
IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.
INSTALL CHECK DAMS/TEMPORARY ROCK SILT CHECK TYPE B NCDOT 1633.02 AS NEEDED TO I \ �.' / -°) Rl;HRW Pipe Ga. PIPESlope Length Upetnam Downet-m stone (1)INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
( ) ;,/." Loeatlnrro With Wdth Thlckneee RAINFALL(?'OR GREATER)EVENT AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,STRAW,
CONTROL RUNOFF. In % R R N In LIMBS,OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
5 RRA-1 24 to 12 60 8 24 (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 \ 31 FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.CORRECTALL DAMAGE IMMEDIATELY
.i � / IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,ADDITIONAL MEASURES CAN BETAKEN
EXCAVATION AREA.
i:,_ aBL Srs MAINTENANCE: SUCH AS,MO INSTALLING 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
6. PERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED. DO NOT ALLOW ANY DISTURBED NIP /jj on O RGREATER)EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TO CHANNEL VEGETATION,ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
P _I� 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
AREAS TO REMAIN DISTURBED ANY LONGER THAN WHAT IS NECESSARY(SEE TABLE BELOW FOR CORBETT I I"I' 32 REPAIRS TO PREVENT FURTHER DAMAGE. TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHTAND CROSS SECTION.
TIMEFRAME REQUIREMENTS).BEFORE STRIPPING OR ANY OTHER LAND DISTURBING ACTING INSIDE DEED BOOK 1062 ar _4
THE EXCAVATION AREA,CONSTRUCT TEMPORARY DIVERSION DITCHES(IF NECESSARY)TO DIRECT �Yla � \ t-. I� COMPACTED
SEDIMENT-LADEN RUNOFF TO BASIN. PAGE 573 I � � 1p0 �� I �', 0 33 w SOIL 2'MIN.
7. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED AND THE SEDIMENT BASIN 4+ Q -••.
urn.
y o . J
/-• 34
.(yam ::.y`'�.;.>>s•,--• .
CONSTRUCTED, EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE �anal
TOPSOIL USED TO BUILD THE STOCKPILE/BERMS AROUND THE PERIMETER OF THE EXCAVATION ` �y°A' �• \ �
AREA. O
(n
8. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK TO ALLOW THE WATER TO BE °v• \F 35 w 6'TYP.
PUMPED INTO THE SEDIMENT BASIN. -0 I } ,..j O >
9. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND MAINTAIN THE PROPER AMOUNT OF MAIINTENANCE:
�� "A(•/O Z O „ ;;.� (1)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 SL I o 4 ! bo a AFTER GRASS IS ESTABLISHED,PERIODICALLY CHECK THE CHANNEL;CHECK IT AFTER EVERY HEAVY
LL ///�\� i per a RAINFALL EVENT.IMMEDIATELY MAKE REPAIRS.IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL
EXCAVATED. too\ \ \ I G \ \ \• - •• O UJ OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPE D SCOUR HOLES.
W REMOVE ALL SIGALL ROAD
NT CROSSINGS FO BANK STAONSBILITY
TO MAINTAIN EVIDENCE
HE DESIGNED CARRYING CAPACITY.
10. ADD ADDITIONAL SILT FENCE AND CHECK DAMS,AS NEEDED OR REQUIRED,BELOW THE SEDIMENT -®° \ = KEEP THE GRASS INA HEALTHY,VIGOROUS CONDITION AT ALL TIMES,SINCE IT IS THE PRIMARY EROSION
BASIN AT THE LOWEST LIMIT OF DISTURBANCE TO CONTROL ANY SEDIMENT RUNOFF. I _ �, "°" , O 2 PROTECTION FOR THE CHANNEL.
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s\ D r- 'snare;."°✓v - 4O `O
11. AS THE EXCAVATION PROGRESSES,GRADE THE SLOPES AT A 3:1 ABOVE THE WATER LEVEL AND AT \ Zg ••�. O
A 2:1,OR NATURAL ANGLE OF REPOSE,BELOW THE WATER LEVEL. J.
12. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE THEY ARE COMPLETED. ©,F �$� \ �y �, O ,
13. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,REMOVE ALL �ndaTc9 �d �o� I �, y �
TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. t b0 ° i �y �•• O�
1 10 Adjoining Landowers
4erm I \ ea.Bua°° rep ,:. '. O Jerry Y
�' �Fh' Q I \ � \ � � 1.Jer Dixon&Son et al 18. Rick Dale Davis
2.Jerry Dixon&Son Quick Pick Inc 19. DRB Enterprise LLC
Im�a.eG jO� w�• qg \ , 3. Carlos Manuel 20.Annie Mae Lynch
s Connie Harrell Rogers et al
permit boundary °° �- w • W \ � �+ 5. David Lee Raynor
i W � �, � 4 C 9 21.Jose Luis Vazquez Ramirez et al
pO. • �a,EERobin Walston Y Dunn et al
oY I 1z Y 23.Vandella Long Fox
� ee� � ^moo EaRF�oo 7. Robin Walston g
ea 11 k� oP `� 8.Yovanni Merino-Lora 24.Jerry Dixon et al
25. George Bullock
•w � '• '• � �.:/ . . 9.Juan Caxentano Ariza 9
�� • • \ °° ( 10.Jean Zachary et al 26. Dorothy Perry et al
• , ! h•N <Q o - - ,> m o I 11.Vicky Ayers 27.Columbus Petway et al
B W •W• W Jr° °J • I 1IX` g Z 12. Donna E Proctor et al 28. Lillie Watkins Corbett
(-�` W • •• W• i g I s J \ a ' 13 13. Marisol Calixtro Casas 29. Mills Family Properties LLC
W W W W W 1 F�]�l
�. s a+°' NN, I z I 14. Gabino Guzman Morales et al 30.Cecilio Ramirez
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W ,� o 15.Thomas J Merchant Sr
PARCEL#482004630200 - O 31. Mary Rose et al
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16. Lester Wayne Davis et al 32. RWR Logging Inc
-1� 006017.Christine Driver Life Estate
4� ` ` •.; W W W _ � '�4„a. � W W � � W GIS ACRES:187.3 i 33. Micajah V Anderson Jr.
/� \ \ '• ,� W N• ,� �:: ;�: •� • w > . M/ %
con
fu d _ I 15 34. Edgecombe County Water&Sewer
l\ W •W• W •W • W :y„ ' •�5, • W W \ ,,> Y 35. Dexter Stanch
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-• A Y' I -•Y- L\ F�A�' i 0'4 .� LU
W W • T �1.I `- -w w `•�•�a �+ ,t• � C g° '�- NATURAL GROUND
• Vr W •i- y •W• W I Y13, Q • t-�... OV O i • w r6 .k�� 11ZI 24" LJ LJ
•4• w W• ,• •. O w• \ w w W m •% I' - i L W W •` -0 I 8"DOWN 4"FORWARD ALONG THE TRENCH
\ W -W- VS• -a- •p ,Y 1'Yt•� ` '2Y 4- �. I L.L FILTER FABRIC
\ permit boundary W W W W• y •W• ',7 w • W - LSk� W W
J o _
\ \ .-cedel"�Feenadtleed � - - °'� L• I , 25 (1)USE WIREAMINIMUMOF 32"IN WIDTH AND
\ •• y Wy� W W i• �� Q w• i • •w • 4 IVId GGOIj b3 DDL ��p°V �O
p � WITH A MINIMUM OF 6 LINE WIRES WITH 12' apCKRu
�PnlalMd�•hltW YM W w • v. r- •• /1 r. • W W ?Z o '^ WIDTH AND FASTEN ADEQUATELY TO THE WIRE
W O ? �"� •/ /./ J (2)USE FILTER FABRIC A MINIMUM OF M"IN TRENCH
OUGHLv
\ \-\4 W Y •• •C •N• W •W �• O •Y• W �• •F ••K W 1K I X (3)PROVIDE 5'-0"STEEL POST OF THE
M i• • •y••• QO• W• • • - .H. •. -y. • .•. K. �. ° V, AS DIRECTED.
�• v. W �,�•�'/. y m • A SELF-FASTENER ANGLE STEEL TYPE ANGLE,
\ r sed Pipe Cro sing L.L
�,\„ �. +: .N• N•. � o x• .w. NL .w .-N: �, .v.. •r .vc .•. Yr •. w r �� n � 24 S
.N• N•.
v. W W • W y ANGLE STEEL TYPE. ,I N
�-.� ,.� •• W W W / W W• W W W • W W W W •W OI m 23 LU LU MAINTENANCE:
�,,, '"•---'^_"'� TY • W - - FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED
+� •o H. a i- • i• ♦ i a a T1- -•YJ •i (i)IAIRSIM IMMEDIATELY.
-_ � -� w -•- • -•- w w - v.- • -v.- o -• •Y a• mF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,
20 21 22
REPAIRS IMMEDIATELY.
fTTI CTI 19 (2)SHOULD THE FABRIC O
W. . W UD4ene3x .W. W -.W. W .W .W- W .W. Va -W . •- p m ' REPLACE T PROMPTLY.
•J' 'Y L oeed Mi upload BO/!i - •. • y- •- a .• N. • N. Fj o I �L I A 1] (3)REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
I fI�'• -W No PmP7.75 nm pl In TLL dreg W W • SS'>� W • W W v. 1 O 18 RAIN AND TO REDUCE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
2
. - - •H TO GRADE
{/ W GA •W W W W W i W• W W W -W W t bGVnL,a� I m p
Ll W W F
W W W
o orvLLs�cNoncHAND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
'� � '//�\) • w N•• ♦ a ••Y w •W• 48Ttp1 ��� to 50'UNDISTURBED BUFFER
PON PURCHAS
J
` ' / •, '� O XISTING PROP TY LINE
SILT FENCE OUTLET
\ •,_••• / , �... V • eafrde et I \\ I -- -TO BE REMOVED
�.-.J / � • • W •• ���f m� 1 � goo I 50'UNEXCAVATED BUFFER WITH 6'BER
- � NOT TO SCALE
/-�., W W W •• s�� w - SILT FENCE/ / N•• E Ito �� a HARDWARE CLOTH SILT FENCE
I \ O _ �,' BARNHILL CONTRACTING
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C '� u O ml.•. GIS ACRES:$6.89 •••••��•••����•�����••�
8 DOWN&4"FORWAKD AL NG THE TRENCH
W O 1'-8"MIN. SUPPORT POST
permit boundary`°.� _-••- ® US FRONT VIEW
f/l Wm SILT FENC
MAINTENANCE:
I'Uoyi I (1)INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL,MAKE ANY
t TOP VIEW REQUIRED REPAIRS IMMEDIATELY.
r .e05D L1@9FJ' IT OF M (2)SHOULD THE FABRIC OF ASEDIMENT FENCE
1 LOD neneOD LVL' WASHED STONE COLLAPSE,TEAR,DECOMPOSE OR BECOME
SILT FENCE INEFFECTIVE,REPLACE IT PROMPTLY.
SACKFUL (3)REMOVESEDIMENTDEPOSITSAS
QUINCY FARMS FUR n�Dx3 LOD uoBLT� �_LO -ODD p Ol7IId9ry / RENCHAND 1'-8"MIN. NECESSARY TO PROVIDE ADEQUATE STORAGE
�M OpX� / TC°MPACT �,-'JII IL-�PARCEL OK1614,PAGE
�LWI COD'oo°e LVO V'�HOnouGH I 1 CLASSB VOLUME FOR THE NEXT RAIN AND REDUCE
DEED BOOK 1614,PAGE \ permit bDun I I I EROSION CONTROL pRESSURE ON THE FENCE.TAKE CARE TO AVOID
GIS ACRES:1$7.3
UNDERMINING THE FENCE DURING CLEANOUT.
0060 /f�` S • 4 pF 2-MIN : STONEFILTER (4)REMOVE AL FENCING MATERIALS AND
/ 21 FABRIC UNSTABLE DEPOSITS AND BRING THE AREA TO
GROUND LINE/ GRADE AND ITAFTERTHE�p• .° CONTRIBUTINGNG DRAINAGE
AGE AREA HAS BEEN
PROPERLY STABLIZED.
CROSS SECTION
GRAVEL CONSTRUCTION
LEGEND I 'O N\�`a°� ENTRANCE DETAIL
COLUMBUS PETWAY ET AL
9500
PROPERTY LINE -PL-PL-PL CONSTRUCTION PARCEL OK 14 9,PAG
ENTRANCE DEED BOOK 1439,PAGE 267
TREE LINE P
TEMP.ROCK SILT w
SILT FENCE -III-III-III CHECK,TYPE"A"
TEMP.SILT FENCE
VEGETATED OUTLET
BERM
TEMP.STOCKPILE ��''..r': ::
AREAoErc4� e � °°e BARIIHIL CONTRACTING 2-3"WASHED
WETLANDS �erMPANY NOTES: STONE
PA RCEL#482034589200 (1)AGGREGATE SIZE-USE 2 TO 31NCH WASHED
ROCK PIPE INLET50'WETLAND SEDIMENT TRAP, ' /''/ 0756 D BOOK 1746,PAGE �MJN
STONE.
fl
BUFFER TYPE"A„ 2)DIME SIONS OF GRAVEL ES
THICKNESS: 61NCHES MINIMUM
GIS ACRES:86.89 WIDTH: 12 FOOT MINIMUM OR FULL 1T
WIDTH AT ALL POINTS OF
EXISTING THE VEHICULAR ENTRANCE AND MAINTENANCE:
UNDISTURBED STRUCTURES WHICHEVERIS GREATER.EXIT AREA; (1)MAINTAIN THE GRAVEL PAD INA CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
BUFFER LENGTH: 50 FEET(MINIMUM)
(3)LOCATE CONSTRUCTION ENTRANCE AND EXIT THIS MAT REQUIRE PERIODIC TOPDRES WITH 2•STONE.
TO LIMIT SEDIMENT FROM LEAVING THE SITE AND AFTEREDIM RAINFALL,AND
CLEANINSPE
OUT
STRUCTURE IECESRY. TO
TEMPORARY EXISTING WELLS • TOPROVIDE FOR MAXIMUM UTILITYBV ALL TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
DIVERSION DITCH IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
olvFas.oN o.rcH BAFFLES CONSTRUCTION VEHICLES.AVOID STEEP GRADES SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.
AND ENTRANCES AT CURVES.
_ �� BARN H 1 LL
PROPOSED NEW
HAUL ROAD L✓�1..� ,..-_,.. LIMITS OF
DISTURBANCE/ �LOD�LOD
PROPOSED r PERMIT BOUNDARY
MINING AREA �o-
J FILTRATION IF NEEDED CONTRACTING
Q -DETERMINE
BOR GEOTEXTILE -
-V_RDETERMINE BO Ulm.USE
MAXIMUM NG FLOW
RATEOINSIC USING COMPANY
203•Q•T,WHERE V IS VOLUME(CF),O IS PUMP FLOW RATE(GPM),AND T IS _
DEATERING TIME(EHRF.USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM
w^ DEWATERINGTIM Q]HQDRG I-
IJ WITH A FLAST-RD OPTIONFORpTED,SMOOTH OR CORRUGATED MATERIAL I I I� -------.-,---� -I
DRAWING1S40.01ANDWITH MATERIAL THAT MEETS THE SPECIFICATIONS OFTHE F ER BAFFLE IN ACCORDANCE W TH ROADWAY °pRD = II,_ 1 COUR FIBER BAFFLES,
Z opowpvSTANDARDIWIT14 I-I III III STONE ENERGY 800 TiffanV Blvd. Suit 200, P.O. BOX 7948
RPRRELPDSTSWETH NO MOREEFTH"NJ 3EOFTHE POSER ANNGLE EEL ABOVE TYPE,
HE
INSTALL DISSIPATOR Dorv�Re � •• TEMPORARY SEEDING & MULCHING SPECIFICATIONS PERMANENT SEEDING & MULCHING SPECIFICATIONS MULCHING MATERIALS & APPLICATION RATES
Q GATAC„THEcoIRF,BERMATTOTHESTEELPosTSWI W,REOROTHERFTHE I-III; : III RV,z MATERIAL RATE PER QUALITY NOTES
ROCKY MOUNT, NORTH CAROLINA 27804
m 6NSwwRHE srncLESD STAPLED INTO THE BOTTOM AND SIDE SLOPES I II11'.. vF °O5 TEMPORARY SEEDING$MULCHING SPECIFICATIONS PERMANENT SEEDING$MULCHING SPECIFICATIONS -ORGANIC MULCHES ACRE
I '(M x. �� - (REF.S$EC MANUAL SECTION 6.10) PS (REF.S$EC MANUAL SECTION fi.11t) STRAW DRY,UNCHOPPED, -SHOULD COME FROM WHEATOR OATS;SPREAD BY PIT NAME: L 0 G S B 0 R 0
0��II�•t AS SHOWN IN THE DETAIL.TILE ON SIDESLOPES AND BOTTOM OF BASIN AT INLET I-I41" ____ III CATEGORY AFFECTED ACREAGE �' M •' 1-]TONS UNWEATHERED;AVOID HAND OR MACHINE;MUST BE TACKED DOWN.
-USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT DEWATERING BASIN �I+• • 1.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 1.ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND WOOD CHIPS
•~I .' ~• t` '`"'•-• DIARIAIIEFTH REF.S$EC,TABLE 6.1 Oa AND h: PLOWED TO A DEPTH OF 5.THE TOP 2 SHALL BE PULVERIZED TO PROVIDE A WEEDS. -TREAT WITH 12 LBS NITROGENITON.APPLY WITH
Z sUFFICIENTVOLUME IS PROVDEDAND PROVISIONS ARE MADE FORA°� LIJ ) UNIFORM SEEDBED.LIMESHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE 5E TONS AIR DRY MULCH BLOWER,CHIP HANDLER,OR BY HAND.NOT
_ 'I,`: MINE EXCAVATION ILL SPECIES RATE(lbs/acm) DATES ADEQ UATE DISTRIBUTION.LIME AND FERTILIZER SHOULD BE INCORPORATED INTO WOOD FIBER FUR USE IN FINETURF.
J THESOILPRIORTOSEEDING. O.SiTONS ALSO REFERRED TO AS WOOD CELLULOSE.MAY OWNER: Barnhill Contracting Company
ON PIRI-11
I=1 I _ _ III 203.31 ACRES I I December 1-A nl 15 BARK BE HVDROSEEDED DO NOT USE IN HOT,DRV
N �DONOTEXCEED3SFTRINHEIGHTFORTHEEARTHDIKESREQUIREDFOR IIIJ'fl=-IT -I I MArERI,*
LJw_ a Ll u LI Rye(Grain) 120 P
-reE eoaeow PiroewniEawc eAsw srzEls VARIABLE DEPENDENT ON I1 August l5-December 30 2.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED as cuelc AIR DRY,SHREDDED OR WEATHER.
SPECIFIC SITE REQUIREMENTS AS WELL PROPOSED CONSTRUCTION LL. (REF.S$EC,TABLE filAlt): CORNSTALKS YARDS HAMMER-MILLED,ORCHIPS. -APPLY WITH MULCH BLOWER,CHIP HANDLER,OR
OPERpTIDNB I II-III II-III-III-III- BUFFERS 25.94ACRES NOTES MnrERIu M ERu CUT OR SHREDDED IN48" BY HAND.DO NOT USE ASPHALT TACK.
-SUBMIT THESIZENLOCATION AND RISER PIPE MATERIAL FOR APPROVAL PRIOR Q German Millet 40 April 15-August l5 Items RATE(lbstacfe) DATES sERICE4
Q °°°NGTR°`TI - - - - - - SOIL STABILIZATION TIMEFRAMES NSTALLTHREE(3)COIRFIBERBAFFLESINSILT 4ETONS LENGTH APPLVWITHMULCHBLOWERORBYHAND.NOT DRAWN BY: Jonathan Proctor
?PUMPTHE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN TO A MAXIMUM EARTH DIKE ��••//••�1
NOTE:ACTUAL LOCATION W BASINS AN SEDIMENT DAMS AT DRAINAGE OUTLETS STAPLE LimealOne 4000 Common Bermudag" 10 LESP-BERI FOR USE IN FINE TURF.
OF DEWATERING BASIN 25'VEGETATED BERM 0.40 ACRES ® Sericaa LeS edeza 30 SEED-BEARING CONTAIN MATURE SEED.
DEPTH OF L BELOWTOPOF EARTH DKE. PLAN N WITHASPACING OF}THE BASIN LENGTH. Fertilizer 10-10-10 1000 AugustlS December 30 Pensacola Bahigrass 50 Aprill-July 15 1-3 TONS GREEN OR DRY;SHOULD
LLSTEMS
2. TW0 2 COCOIR LT BA BAFFLES CAN l
w Discenece rinse uaoounei of Tiie alsEe eneRELiry nccoeonNce wliH WILL VARY,As SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS O -NETS AND MATS
NECESSARY,BASED ON I11 BE INSTALLED IN SILT BASINS AND DAMS LESS THAN 20 Nurse Plant:German Millet 10 April l5-Auguat 15 JUTE NET
Q Rop°wpvsTANDARDe]L.BZFoaouTLETw10DITCH. SITE CONDITION. SILT FENCE,TEMPORARY DIVERSION LLJ FT.INLENGTHWITHASPACINGOF THE BASIN LENGTH. Straw Mulch 4000 NursePlanl-Rye(Grain) 25 Prior to April 1S and After August 15 COUNTY: EDGECOMBE
0.00 ACRES PERIMETER DIKES,SWALES, m FIBERGLASS NET
MAINTENANCE:FLES AT LEAST ONCE WEEK AFTER EACH DITCH DITCHES,AND SLOPES 7DAYS NONE 3. TOP HEIGHT OF COIR FIBER BAFFLES SHALL NOT (Note:Minimum 75%Coverage and must be anchored with tack,lied down, Agricultural Limestone 4000
F)INSPECT BAF 1 1 BE BELOW BASE OF SPILLWAY ELEVATION. Or disk With blades set nearly a might.) Ferlilizef(10-10-10) 500 COVERAREA HEAW,UNIFORM;WOVEN
RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELV.R� 1'-0'3 ILL sT zm Straw Mulch 4000 EXCELSIOR OF SINGLE JUTE YARN. -WITHSTANDS WATERFLOW.BEST WHEN USED
1'-0"± HIGH QUALITY WATER(HOW) (WOOD FIBER MAT) COVERAREA WITH ORGANIC MULCH. „
a (z)RICO SURE EBAFFLESOLL ACCESS,TE RAFFLES.MPOSEOR yr HAUL ROADS 5.00ACRES 7DAYS NONE nN� or DETER 2.RESEEDREFERTILIZE,ANDMULCHIMMEDIATELYFOLLOWINGEROSIONOR (Nole:Minimum 75%coverage and must be anchored with tack,tied down,ordisk WRHSTANDSWAERFLOW.BEST wHENUSED SCALE: 1 = 300t
FABRKOFTHEBAFFLEsEPLA E`PRO PDscoMPosE OR �I- s" ZONES LL LANDWAPESTAxEs OTHER dAMAGE. with blades set near) straight.) FIBERGLASS ROVING BECOMEINEFFECT VE,REPLACE IT PROMPTLY. 1'h LASH srvDts'�� y g ) COVER AREA WITH ORGANIC MULCH.
(31 REMOVE SEDIMENT DEM.D.WHEN IT RUCHESMI-F-FULLTO 1 1 IF SLOPES ARE IO'OR LESS N MAINTENANCE: -WITHSTANDS WATERFLOW.
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND CONSTRUCTION ENTRANCE, 3.SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
O TO REDuGE PRESsuRE ON THE apFFLEs.TAKE CARE TO AVOID 0.00 ACRES (1)INSPECT BAFFLES AT LEAST ONCEAWEEKANDAFTER EACH RAINFALL,MAKE ANY REQUIRED REPAIRS
DAMAGINGTHEB' LESDURINGCLEAN OUT.SEDIMENT DEPTH UNCLASSIFIED ANTI-SEEP COL CHECK DAMS,&RIP RAP SPILLWAYS SLOPES STEEPER THAN 3:1 7DAYS LENGTH AND ARE NOT STEEPER r, IMMEDIATELY. -CHEMICAL STABILIZERS O.Si TONS CONTINUOUS FIBERS OF
0N� EARTH MATERIAL THAN 2:1,14 DAYS ARE ALLOWED. v (2)BE SURE TO MAINTAIN ACCESS TO BAFFLES.SHOULD THE FABRIC OF THE BAFFLE COIIAPSE,TEAR, 4.GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH.NO BARE AQUATAIN DRAWN GIASS BOUND DATE: 8 2 2 2 0 2 3
/L.L (al AFTER THE ONraieunN DRAINAGE AnEA HAS eEEry H. STONE ENERGY DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. AEROGPRAY TOGETHER WITiA / /
Ly MENTDEPosRs.BRINGFILEWNATOGRADpaD 2F Col
FIBER BAFFL STEEL POSTS DISSIPATOR TOTAL ACREAGE AFFECTED 234.65 ACRES 3 ANCHOR MULCH WITH APHALT TACK,NETTING,OR BY CRIMPING WITHADISK WITH cuRAsaL AK NON TOXICAGENT. -APPLY WITHACOMPRESSED ARE EJECTOR.TACK
STABIDZE IT. THE VARIABLE 7 DAYS FOR SLOPES GREATER ()REMOVE SEDIMENT DEPOSITS WHEN T REACHES HALF-FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR BLADES SET NEARLY STRAIGHT. PETROSET FOLLOW WITH EMULSIFIED ASPHALT AT RATE OF 2535
O a SLOPES 3:1 OR FLATTER 14 DAYS THE NEXT RAIN&TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES TERRA TACK MANUFACTURER'S GAU1,000 SF.
THAN 50'IN LENGTH. DURING CLEAN OUT.SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. c CRUST500 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 PJ GENAQUA]43
17l 299.OSACRES 14DAYS MATERIALS&UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE&STABILIZE IT. T" M-145 NOT BENEFICIAL TO PLANTGROWnH. SHEET. 1 Of 1
1 F_ IFLATTER THAN 4:1 AND HQW ZONES.