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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.
jr NOT TO SCALE
LOGSBORO PIT
su ssuix axx°
x . =aux TOP OF BACIffILL .N
x axx Nx
aNx eNN
. • x .` ` TOP OF MINING AREA ".y._v.�..__._ __. Y.r�.
_T ■ T 7 I �° ■•� UNCONTAMINATED OFFSITE B.
PERMIT # 33=41 299 .05 ACRES I WATER LG AR A=16' z LB Nd u , LLmxad
B1S rery E^.1 T 81t'n' D" ol, roan Te •xY T s n DI Mril
Dim. BOTTOM OF MINING AREA=1&20'AVE Clan PB rYi°* a. BOTTOM OF MINING AREA=16-20'AVE Dim, s y
'�\ A•p1.Ld Yta
\0.3.MILES TO 1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. 1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
_ E D G E C O M B E COUNTY Cgnfll 2. TREES&STUMPS WILL BE CLEARED FROM AREA TO BE EXCAVATED. 2. GRADE EXCAVATION SO THAT ALL RUNOFF IS DIRECTED TO EXCAVATION AREA
S\\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
` t bounder 9 •Q� AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. RECLAIM THE SLOPES AROUND THE EXCAVATION AREA.
- ?; i c• �' . .. el
Canal
RIP-RAP APRON DETAIL
- L ROAD NECHECK
•• �I • Y� 1.. N 1\� 29 NOT TO SGIE NTS ONOTT°SCALE
•` \..•$ �o CROSS-SECTION OF HA STONE DAM DETAIL
A
r9• � \1. ROADWAY •
PIPE
I '••� Current mining a ` dam, �)
x•xx
CONSTRUCTION SEQUENCE �. 44'+ \ \
FLIER FAaMC
GSRASSiINEOWDENB STABILIZE RPRRP
\\, ISTING FARM ROAD Uu5
**ALL SOILS,MINERALS,ROCK,GRAVEL,AND WASTE OR OTHER MATERIAL BROUGHT"`*ONTO OR Z ° CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD PUN L �A -ENTER
REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM AN APPROVED PERMITTED FACILITY. �I o
O IJ NOTES: MAINTENANCE: LtE FAa C
1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR LOCATIONS OF EXISTING UTILITIES 48 $ L1 (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 (Z)UBE SAND OR OTHER EARTHEN MA7FRWLTO CONSTRUCTION SITE.THIS MAY REQUIRE
2. INSTALL CONSTRUCTION ENTRANCE ON HIGHWAY 33 AS SHOWN. MAINTAIN CONSTRUCTION SITE IN �o I CONSTRUCT HAUL ROAD TO IMVVIDE. PERIODIC GRADING.AFTER EACH RAINFALL,
II• (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 $ I :: , (4)PERFORM FINAL GRADING AND STABILIZATION SEDIMENT AND CLEAN IT AS NECESSARY. =THE DISTANCE aucH MATPOINTS
DIRT TRACKED INTO THE PAVED AREAS MUST BE REMOVED IMMEDIATELY. ALL CONSTRUCTION o r OF HAUL ROAD. IMMEDIATELY REMOVE ALL OBJECTIONABLE EROSION
OSIONCO CONTROL
B� MITEMATICIlill
I \• II. >n (5)SEED AND MULCH GRABS-LINED&WALES NON-WOVEN EROSION coNTROL
11VV 6666 ONTO U BLSPILLED,WASHED,OR TRACKED FILTER STONE
TRAFFIC IS TO USE THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. IMMEDIATELY AFTER STABILIZATION,PER ONTO PUBLIC ROADWAYS. FABRIC ON ALAYER OF4'
VEGETATION PLAN. NCDOTN60R457
3. CONTRACTOR TO CLEAR/GRUB ONLY THE MINIMAL AREA,TWO SMALL AREAS INSIDE AREA#2 ` :'!� II .rr...ue a,.... p SECTION STONE NOTES:
EXCAVATION LIMITES.NO OTHER CLEARING OR GRUBBING WILL BE NEEDED ONSITE OTHER THAN I $, \e • Ig O (7)STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM
€J 3D CUTTI NGAROUNDTHEDAM.
ALONG THE EAST SIDE OF THE HAUL ROAD. F■) t.::p O (2)STONE CHECK DAMS SHOULD BE SPACED INA CHANNEL SO THAT THE CREST OF THE
I FRP-PAP APRON ENERGY DISSIPATER CALCULATION TABLE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THEME OF THE UPSTREAM DAM.
4. CONSTRUCT TEMPORARY DIVERSION DITCH ALONG THE INSIDE OF THE EXCAVATION AREA AND \ $ ,. �'// MAINTENANCE:
INSTALL CHECK DAMS/TEMPORARY ROCK SILT CHECK TYPE B(NCDOT 1633.02)AS NEEDED TO 1 I l='g I RIP-R.P RPe DIe. Pipe Slope L.ngtN UPetm DoWnstnant Stone (1)INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
�',' Lo .P. Will Wdth Thlckneaa
RAINFALL(}'OR GREATER)EVENT AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,STRAW,
CONTROL RUNOFF. y % f k H n LIMBS,OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
�� '• �N RRA-1 24 1.0 12 60 B 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 2a I I ..' \:''• Q, II p► 31 FROM IFICAN ER SI O OCCUR BETWEEN THE DAM.CORRECTA MEASURES
CAN
NBETAKENY
J3 ` ' FROGNIFICANTWS AROUND
THE EDGESFDAMS,AD COONALMEASURES EIMMETAKEN
EXCAVATION AREA. "' \\' �/� ? I . MAINTENANCE: SUCIF H AS,INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL.
\I F [ Sol (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 \ •I I IO }OR GREATER)EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THERPRAP Fl43 TO CHANNEL VEGETATION,ALLOW THE CHANNELTO DRAIN THROUGH THE STONE CHECK
I% 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 I-,e 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 1062THE
I:I
SEDIMENTVLADEN RU OFFATION AREA, OTO BASIN PAGE 573 0NSTRUCT
ASNT TEMPORARY DIVERSION DITCHES(IF NECESSARY)TO DIRECT PAGE 573 I booDaat � ''�� ; i'0 33 J COMPPAOCLED 2'MIN.
7. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED AND THE SEDIMENT BASIN \ t Q
CONSTRUCTED,EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE <m /• '� �� O c�!) r `a*` ir(r'�'uo u+:•.-
CHnal D I ,w,xd%/ �.� �r�4�r�;a°'iat �d�(.yai.�:+��fw4:.r.• f;. 1'-6'MIN
TOPSOIL USED TO BUILD THE STOCKPILE/BERMS AROUND THE PERIMETER OF THE EXCAVATION ` T; ,•srr / zO '"Y•" , "", b;
AREA. 5I �'
8. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK TO ALLOW THE WATER TO BE 0• 1•ri 35
Lu PUMPED INTO THE SEDIMENT BASIN. v I > s'TVP.
9. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND MAINTAIN THE PROPER AMOUNT OF N/ S \ , r (1)DURING
TH
�� '/�/ Z li / AFTER
DURINGTHE ESTABLISHMENT PERIOD,CHECK GRASS-LINED CHANNELS CHECK IT AFTER
RAINFALL
WATER REQUIRED THE SEDIMENT BASIN WILL THEN BE REMOVED AND THAT AREA WILL THEN BE ���� $ I o _' 'f (i AFTER GRASS IS ESTABLISHED,PERIODICALLY CHECK THE CHANNEL CHECKITAFTER EVERY HEAVY
c RAINFALL EVENT.IMMEDIATELY MAKE REPAIRS.IT I3 PARTICULARLY IMPORTANT TO CHECK THE CHANNEL
EXCAVATED. mot\ I IY \ \ O� C OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EV DENCE OF PIPE OR SCOUR HOLES.
I w.' r•• W REMOVE ALL SIGNI FI CANT SEDI MENT ACCU MULATI DNS TO MAI Ni N THE DESIGNED CARRYING CAPACITY.
10. ADD ADDITIONAL SILT FENCE AND CHECK DAMS,AS NEEDED OR REQUIRED,BELOW THE SEDIMENT t;___-`" H PKEEP THROTECTION
GGRASS IN ATHE CHANNEL
HEALTHY.VIGOROUS CONDITION AT ALL TIMES,SINCE IT IS THE PRIMARY EROSION
•'I), �N rd°•'" , ` PROTECTION FOR THE CHANNEL
BASIN AT THE LOWEST LIMIT OF DISTURBANCE TO CONTROL ANY SEDIMENT RUNOFF. I �: R, ;�•�'`"' 3 Z
11. AS THE EXCAVATION PROGRESSES,GRADE THE SLOPES AT A 3:1 ABOVE THE WATER LEVEL AND AT \ �' ti �� � O O
A 2:1,OR NATURAL ANGLE OF REPOSE,BELOW THE WATER LEVEL. `\ ait � I I "�°ram,1' O '
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 a969 `t° '';?; �� I T I�x- %`a,._$w � ■d■�$•M"• y �7
TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. O
eY ` i:'• `� 1 8
bou¢
l \`1 .•�. I 1 10 Adjoining Landowers
1.Jerry Dixon&Son et al 18.Ricky Dale Davis
■d.d. o ` 2.Jerry Dixon&Son Quick Pick Inc 19.DRB Enterprise LLC
■.L... "�.' �� \ \ tF \ ���.,';'' ;,
3.Carlos Manuel 20.Annie Mae Lynch
.•\
oo� ` :j� ��. 4.Connie Harrell Rogers et al 21.Jose Luis Vazquez Ramirez et al
Randy Dunn
�9aaY9 ��/�� ® - \ \ ..y ',• - 5� `J• I 12 5. David Lee Raynor 23.Vandel a Long Fox
al
6. Robin Walston Fox
�•••
7. Robin Walston 24.Jerry Dixon et al
1t bO toO \ -'.' �■■ I This field is outside of the 8.Yovanni Merino-Lora ry
�••; 25.George Bullock
M \ �LOD I >� �, I 5? � permit boundary and no wo 9.Juan CBXerltan0 ArIZa g
._ r_ r/ is proposed.
10.Jean Zachary et al 26.Dorothy Perry et al
_ < <"'. ■�,� sn 11.Vicky Ayers 27.Columbus Petway et al
~'\�^ B - - \ i ,r= _ 5 )� Z 12. Donna E Proctor et al 28. Lillie Watkins Corbett
13. Marisol Calixtro Casas 29.Mills Family Properties LLC
S t W A 14.Gabino Guzman Morales et al 30.Cecilio Ramirez
• m QUINCYFARMSFLP I�
15.Thomas J Merchant Sr 31. Ma Rose et al
��I - - - - - •, O PARCEL#482004630200 a. 14 . Mary
- - - - - •��.,/ O OD 60 BOOK 1814,PAGE s+ •A 16. Lester Wayne Davis et al 32. RWR Logging Inc
G - - - - ./ - - J O 17.Christine Driver Life Estate:n W GIS ACRES:187.3 .r 33.Micajah V Anderson Jr.
34. Edgecombe County Water&Sewer
Area not mined due to _ _ \ ..r..+� /�"�,,•/ �' 15 35. Dexter Stancil
ArY P
11 unsuitable soils in this area �r<,;r�- � WD. P+ �
//-•%- ...�.�"•�..J"'•✓ - - - :..d. � o o� (6'MAX.WHO WIRE)
- - - _ - 18 24
LL.I NATURAL GROUND
permit boundary ` - - - - - _ LLI 8'DOWN$4"FORWARD ALONG THE TRENCH
LL NOTES TFILTER FABRIC
fO ddd •I 25 WITH
HAMINIMU MINIMUM OF32'IN ITH1 AND
O WITHAMINIMUM OFB LINEWRES WTH I2 BACIffILL
i lk■�r&]mlS A IDS.Yr - - - I C `^ CHID DIRECTED.
TEN ADEQUATELY TO THE WIRE TRENCH AND
�■a■I.M. IAA> 9 B.t 011�& O r D1 J (2)USE FILTER FABRIC MINIMUM OF 38'IN TH'.=.-
` �f..,_ AS PROVIDE Sl STEEL DIRECTED.
\. - - - O -+� - - - - - - _ BeST OF THE
PIPS y f1 -.1-STEENERANGLE STOEEL TYPE ANGLE, IN CAM`
I C /�� ,24 L�L ANGLE STEEL TYPE.
„'`•••�•_...-..�•• � - - v - - - - - - - - - - - O -•I O Tn 2D 21 22 23 LLI MAINTENANCE:
(1)IN3PECTSEDIMENT FENCES AT LEAST ONCE WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED
_^•� 19 ' REPAIRS IMMEDIATELY.
}7
"�•••`•,�%,�_�..-Y p l• I A •4 IT(2)3HOU THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,
uq,eABDX3 REPLACE IT PROMPTLY.
L ays Hr SORY E r R tee° � 17 18 ll■ (3)REMOVE SEDIMENT DEPOSITS A3 NECESSARY TO PROVIDE ADEQUATE STORAGE VOLIIMEFOR THE NEXT
Ill 4.P�� s Uk M• - 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 AN0 BRING THE AREA TO GRADE
gigJ W AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
J I/NIZ� _ _-_-r___ -- 50'UNDIS=URGED BUFFER
.�'" /F lJj � ISTING PRQP --�`M�-- ~_-p �I oD. 1
l .,W,.d y '--TO BE REMOVED PON PURCHAS . . . . SILT FENCE OUTLET
' MWN O Imii � 50'UNEXCAVATED BUFFER WITH 6'BERM
NOT TO SCALE
�W ^I 61LT FENCE a HARDWARE CLOTH SILT FENCE
1 I ky M BARNHILL CONTRACTING
r -fr I I COMPANY
• CD
K
D
l." PARCEL#482034589200
JLO
DEED BOOK 174 PAGE
00 6 G
O A
0756
L o.
w T_ �
�� �I� GIS ACRES:88.89 .%::ik`;:i�' '�:�:is
_ _%,� I ❑WO \_ 8'DOWN&4"FORWARD AL G THE TRENCH
O M to 1'-8"MIN. SUPPORT POST
permit bound _ _- � FRONTVIEW
M m SILT FEND
a 4
M I lit-
O $ (1)INSPECT SEDIMENT FENCESAT LEAST ONCE
I o A WEEKAND AFTER EACH RAINFALL,MAKE ANY
L� TOP VIEW REQUIRED REPAIRS IMMEDIATELY.
v I Fill 170Fr167 (2)SHOULD THE FABRIC OF ASEDIMENT FENCE
i�� WASHED STONE
FENCE O V B SILT COLLAPSE,TEAR,DECOMPOSE OR BECOME
eA 1 Dun a INEFFECTIVE,REPLACE IT PROMPTLY.
QUINCY FARMS FLP BpByg AnXB LOD uGW" eAOCFIu (3)REMOVE SEDIMENT DEPOSITS AS
PARCEL#482004630200 UppBneoX3, OD�L / TCEpAAN° 1'-B'MIN. NECESSARY TO PROVIDE ADEQUATE STORAGE
DEED BOOK 1614,PAGE /� LW 'e HORounH CLA33B VOLUME FOR THE NEXT RAIN AND REDUCE
GIS ACRES:1B7.3 / � 21 EROSION CONTROL PRESSURE ON THE FENCE.TAKECARETOAVOID
y STONE UNDERMINING
UNSTABLEIDEPOSITS AND BRING THE AREATO
GROUND LINE 2 MIN. FILTER (4)REMOVE AL FENCING MATERIALS AND
GRADE AND STABILIZE ITAFTER THE
CONTRIBUTING O 4 PROPERLY STABBED.GE AREA HAS BEEN
\1 \00 CROSS SECTION
GRAVEL CONSTRUCTION
LEGEND I $� N � ENTRANCE DETAIL
COLUMBUS PETWAY ET AL
PARC/ I / #48 0PROPERTY LINE -PL-PL-PL CONSTRUCTION DEED BOOK 1439,PAGE 267
ENTRANCE �
TREE LINE
TEMP.ROCK SILT
SILT FENCE -III-III-III CHECK,TYPE"A" v ITN
TEMP.SILT FENCE I /
VEGETATED OUTLET
BERM /� / I
TEMP.STOCKPILE .•.•;"°°.''-°°° 8
•••+,�W�_.ra°�,e BARNHIL-L CONTRACTING 2'a•WASHED
WETLANDS - - - - AREA �6MPANY NOTES: STONE
J PARCEL.82034589200 (1)AGGREGATE SIZE-USE 2TO 3 INCH WASHED
50'WETLAND SEOCK PIPE INLETDIMENT TRAP, / / 07 6 BOOK 1746,PAGE
BUFFER TYPE"A" STONE.
GIS ACRES:86.89 (2)DIMENSIONSOF GRAVELPADNoN
THICKNESS: 61NCHE3 MINIMUM
I WIDTH: 12 FOOT MINIMUM N FULL A2
WIDTH AT ALL POINTS OF
EXISTING �--� THE VEHICULAR ENTRANCE AND MAINTENANCE:
UNDISTURBED EXITAREA, (1)MAINTAINTHE GRAVEL PAD IN A CONDITION TO PREVENT
STRUCTURES WHICHEVER IS GREATER. MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION BCE.
BUFFER LENGTH: 50 FEET(MINIMLIM) THIS MAT REQUIRE PERIODIC TOPOREBMNG WITH 2"STONE.
OBJECTIONABLE MATERIALS
DNERBION DRCH EXISTING WELLS • TO PROVIDE FOR MAXIMUM UTILITY BY ALLRACES IMMEDIATELY REMOVE CLEAN
L
TEMPORARY
(3)LOCATE CONSTRUCTION ENTRANCE AND EXIT AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO
TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TRAP SEDIMENT AND
DIVERSION DITCH CONSTR BAFFLES
HICUES.AVOID STEEP G
■-■-■-rrr■ ■ ■
PROPOSED NEW k{a(J{'R�d�.'y AND ENTRANCES AT CURVES SPILLED,WASHED,oR7RACKEDOMroPUBUCINLIOWAYS.
HAULROAD :���. BARN H 1 LL
�,q,� LIMITS OF
DISTURBANCE/ COD-I^^-
PROPOSED rEl El PERMIT BOUNDARY
MINING AREA CONTRACTING
J FILTRATION IF NEEDED
Q _DETERMI xF BOR GEOTEXTLE - - - -
-DE'TERNINEB°RRID.LSEMAXMUPIT MNGBASINEOP10NG COMPANY
V=B.WD3.O.T,WHERE V IS VOLUME(CFI Q IS MW FLOW RITE(GPMRMDT IS
LU DEATERIRIN TIME E OF USE MAXIMUM FLOW RATE OF 1000OPM ANDA MINIMUM
DRISER S LNG TIE£OF 2 HOURS.
-RISER SHALL BEA NON-PENFOMTED,SMOOTH OR CORRUGATED MNTERWL
WITH ARASHBW,RD OPTION. I --T I
-CONMSa MECOIRFIBER R BAFEINACCORDANCEWITHROADWAY3TANDMD COIRFIBER BAFFLE$Z DRAWINGI&0.01ANDWITHLNTillit ATMEETSMSSPELIFILATON5°F 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
ROADWAY STANDARD f08D19. STONE ENERGY MULCHING MATERIALS do APPLICATION RATES
-PRONOE5'STEELP°STSOFTHESELFFASTENERANOLESTEELTYPE.INSTALL -- DISSIPATOR Vegetated Berm r1_l-M AT O�M� �x IA°xs�0x P TEMPORARY SEEDING & MULCHING SPECIFICATIONS PERMANENT SEEDING do MULCHING SPECIFICATIONS
STEEL POSTS WITH NO MORE THAN 9'OF THE POSTAPPEARINGABOVETHE • CIMIOY 001111 MOW11ITH ROCKY MOUNT NORTH CAROLINA 27804
Q GROUND. I I-I , III EVFm1z MATERIAL R QUALITY NOTES f
-ATTACH TIE LOIR FIBER IMT TO TIE STEEL POSTS WITH WIRE OROTIER
M ACCEPTABLE MEANSMD3 MDINMTHEBOTTOMMDSIDESWPE30FTHE ACRE
.• BASIN WITH fY STAPLES. PSAanL "� TEMPORARY SEEDING 8 MULCHING SPECIFICATIONS PS PERMANENT SEEDING&MULCHING SPECIFICATIONS -ORGANIC MULCHES
-INSTALL TYPE 2 GEOTEKTILE ON SIDESLOPES AND BOTTOM OF BASIN AT INET ■ram-�- (REF.S$EC MANUAL SECTION 8.10) (REF.S&EC MANUAL BE 6.11t) STRAW DRY,MHCHOPPED, -SHOULD COME FROM VMEAT OR OATS;SPREAD BV
`^ AS SHOWN IN THEDETNL. II-I III CATEGORY AFFECTED ACREAGE �" • PIT NAME: LOGSBORO
-USE THE TYPICAL SECTION SHOWN FOR ME BORROW PIT DEWATEMNG BASIN ■ ■i 1.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BEAPPLIED 1.ALL DISTURBED AREAS SHALL BE DRESSED 7 THE EXISTING TYPICAL SECTION AND 1-2 TONS WEEDS.
AVOID -TREATITHQ MACHINE; BE APPLY
ASAGUIDEME&31NMNYTWVEANYTYPECONFIGUMTKWASL°NGAS %•, ' ■ ■i Dix PLOWED TOA DEPTH OF S".THE TOP 2"SHALL BE PULVERIZED TO PROVIDER WOOD CH1P3 WEEDS. -TREATWITH I2 LBSNRROCENRON.APPLYWnH
Z SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MADE FORA _ ■ ■I (REF.S&EC,TABLE 6.10a AND b): Sa TONS AIR DRV MULCH BLOWER CHIP HANDLER.ORWHAND.NOT
LLI UNIFORM SEEDBED.LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE MOD FIBER
NON-PERFORATEDMSER - MINE EXCAVATION E SPECIES RATE Hbslacl DATES ADE UATE DISTRIBUTION.LIME AND FERTILIZER SHOULD BE INCORPORATED IN TO FUR USE IN FINE TURF.
NOT IXLEE03.5FT.INHENIHT FORTIE EARTH DIKES REQUIRED FOR II-I III 203.31 ACRES J L*"ei"L THE OIL PRIOR TO SEEDING. 0J1TONS -ALSO REFERRED TO AS WOOD CELLULOSE.MAY
T� BORROW PIT DEWATEMNG BASIN. LL V V V Rye(Grain) 120 December 1-Apol 15 BARK BE HYDROSEEDED.DO NOT USE IN HOT,DRV OWNER: Barnhill Contracting Company
W -WEBORR°WPITDEWATERNGBASINSREISVARNBLEMDMPENDENT°N TMF1ATI _gr August l5-December 30 2.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED WCUBIC AIR ORY,SHREDDED OR WEATHER
SPERATONTE RFAUIREMEMSAS WELL AS PROPOSED CONSIRULTION LL BAFFLE / (REF.S&EG,TABLE6.111): DORN STALKS YARDS HAMMERHAILLED,ORCHPS. .APPLY WITH MULCH BLOWER,CHIP HANDLER OR
oPERATONs. I II I� BUFFERS 25.94 ACRES Q NOTES: Nam"" / / wERU CUT OR SHREDDED IN 48' BY HAND.DO NOT USE ASPHALT TXX.
-SUBMIT THE SIZE,LOCTON AND RISER PIPE MATERIAL FOR APPROVAL PRIOR German Millet 40 April 15-August l5 Items RATE(bslacre) GATES sEMCEA
Q TO CONSTRUCTION. MA1/� 1. INSTALL THREE(3)COIR FIBER BAFFLES IN SILT 4E TONS LENGTH -APPLY WITH MULCH BLOWER OR W HAND.NOT DRAWN BY: Jonathan Proctor
-PUMPMEUPLUENTIMOTIEBORR°WPITDEWATERINGBASINMANM(INUM EARTH DIKE 3T TO SOIL STABILIZATION TIMEFRAMES W BASINS AND BED I MENT DAMS AT DRAINAGE OUTLETS Common Bermuda ress 10 FOR USE IN FINE TURF.
DEPTHOFWBELOWTOPOF FARTHDIKE. NOTE:ACTUAL LOCATION STAPLE Limestone 4000 g LESPEDEU
-PROWDEASTONEENERGYDISSIPATCRI-ATTHEOUTLETOFTHEPUW OF DEWATERING BASIN 2• 25'VEGETATED BERM 0.40 ACRES /�/ } Fertilizer l0-10-10 1000 August l5-Dscember30 SefICeB Lebp@dei9 30 SEED-BEARING CONTAIN MATURE SEED.
w DISCHARGE HOSE ANDONLETOF THE RISER BARREL INACLORDMILE WITH WILL VARY AS • L • / L.r- WITHASP(2)ICOIR FIBER BAFFI�SENGGNTH. Fertilizer(10-10-10) 750 AugustDe 5 August l5 PensesL pedBithaas3 50 Apfill-JUIY 15 iSTONs GONTAIN MATURE
( ) STEMS
PLAN 2. TWO
(2)SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS •NETS AND MATS
ROADNAYSTANDARDBTSUPDROUTETW0Dmx1. NECESSARY,BASED ON `� v� BE INSTALLED IN SILT BASINS AND DAMS LESS TWW20 Nurse Plant-German Millet 10 ApfitI 155 AIIquSt'I5 JUTE NET
Q SITE CONDITION. OiOe SILT FENCE,TEMPORARY DIVERSION FT.IN LENGTH WITH ASPAGING OF THE BASIN LENGTH. S(rew Mulch 4000 Nurse Plant-Rys(Graln) 25 PA Apnl lb and After August l5
PERIMETER DIKES,SWALES, COUNTY: EDGECOMBE
0.00 ACRES 7DAYS NONE m 3. TOP HEIGHT OF COIR FIBER BAFFLES SHALL NOT (Note:Minimum 75%coverege and must be anchored with tack,Hed dawn, nculWrel Limestone 4000 FIBERGLASS NET
YIJNTExAxCE: ,F,_ • DITCH DITCHES,AND SLOPES or disk with blades set near) straight.) Fertlizer 10-10-10 500 CCVERARFA HEAVY,UNIFORM;W°VFN
I- RI INSPECTIMPFUMMUlASTONCEAWEEKANDAFTEREACH BE BELOW BASE OF SPILLWAY ELEVATION. Y 19 ) (SAPPLE ) EXCEUBM OFSINGLEJUTEYARN. -WITHSTANDS WATERFLOW.BESTWNENUSED
RAINFALL MAKEAWREQUIREDREPAIRSIMMEDMTELY. ', Y T�-mt `(� HIGH QUALITY WATER(HOW) aT za S(raW MUILh 4000 WOOD MAT) COVERAREp WITH ORGANICMULCH.
(2)BESURETO EWNTAINAC°ESSTOER,DE3.3HOULDTHE ( 7DAYS NONE or DEPTH 2.RESEED REFERTILIZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR
FABRILOF THE BAFFLES COLLAPSE,TEAR OELdPoSE OR 6' I- HAUL ROADS 5.00 ACRES ZONES (Note:Minimum 7596 Coverage end must be anchored Wllh tack,Had down,Or disk -WITHSTAND WATERFLOW.BESTWNEN USED
" s? Po OTHER dAMAGE. with blades set pearl straight.) SCALE: 1 r' - 300E
BECOME INEFFECTNE,REFACE IT PRa.P1LY. 1Y• Y 9 ) FIBERGIASSROVING COVERAREA WITH ORGANIC MULGH.
(3)REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALFAILL TO 1 MAINTENANCE: -WITHSTANDS WATERFLOW.
PROVIDE ADEQUATE STORAGE VOWME FORME NEXT MIN AND CONSTRUCTION ENTRANCE, IF SLOPES ARE IO'OR LESS IN O (1)INSPECT BAFFLES AT LEAST ONCEA WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED REPAIRS 3.SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
O TO REDUCE PRE33URECHTHE BAFFLES.TAKE GRE TO AVOID 0.00 ACRES SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER -CHEMICAL STABILIZERS os1 Taus CONTINUOUS FIBERS GF r� r� r'�
DAMAOINGTIE BA FRESDURINOUEANOUT.SEDIMENT DFPIH UNCLASSIFIED ANTI-SEEP ' ' CHECK DAMS,&RIP RAP SPILLWAYS r, IMMEDIATELY. AQUATAIN ORAWNGVSSBOUNO DATE: 1 O Z7 2OZ3
n/ SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. 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 BEAPPLIED OVER SEEDED AREAS R MULCH. IO BARE
LIB (4)AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STONE ENERGY DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION ACHIEVED. AEROSPRAY TOGETHERWTHA / /
PROPERLYSTABILMFD,REM°VEALLBAFREMNTERNL4AND i COIR FIBER BAFFL STEEL POSE DISSIPATOR TOTAL ACREAGE AFFECTED ANCHOR MU LCH WITH APHALT TACK,NETTING,OR BY CRIMPING WITH AD SK WITH CURASOL AK NON-TOXICAGENT. -APPLY WITHACOMPRESSEDAREEJECTOR.TACK
UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE AND 234.65 ACRES 7DAYS FOR SLOP ES GREATER (3)REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF-FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR BLADES SET NEARLY STRAIGHT. PETROSET FOLLOW WITH EMULSIFIED ASP14ALTATA RATEOF25-35
O STASIUg IT. VARIABLE SLOPES 3:1 OR FLATTER 14 DAYS THAN 5D 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. CRUSTSOO 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 T$ PS 0NAQUA743 SHEET: 1 of 1
m 299.05 ACRES 14 DAYS FLATTER THAN 41 AND HOW ZONES. MATERIALS&UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE&STABILIZE IT. M-145 NOT BENEFICIAL TO PLANT GROWTH.