20240510_Logsboro - Partial Release Map

_ X ! 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
MINI Isry l
r
TOP OF MINING AREA TOP OF BACKFILL
Yee�� sbAE a Iry vegel iea s�ol's,a, UNCONTAMINATED OFFSITE = M ec^^
r WATER LEVEL AVE 4' x? U-1 L-maa EARTHEN MATERIAL y rm 1�a
PERMIT # 33=41 149 , 13 ACRES as., ,z o s°PE, asl,ary Gperom,� eo�a °PE• ao,,ery
eecry ,y =n BOTTOM OF MINING AREA=16-20'AVE once aervry ry Becnaa:y BOTTOM OF MINING AREA=ifi-20'AVE
�•� �,. , °n Bonn an
Poiel.lea hem 0.3 MILES TO 1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED. 1. MINE BOUNDARY AND BUFFERS WILL BE CLEARLY STAKED.
S.R. © 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 Cflnal 253 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.
A 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
w `, •' bouudarY Y AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. RECLAIM THE SLOPES AROUND THE EXCAVATION AREA.
permit
- \ canal
r \' a CROSS-SECTION OF HAUL ROAD RIP-RAP APRON DETAIL STONE CHECK DAM DETAIL
x. '• I C. . -N 29L-NI � NOT TO SCALE
NITS NOTTGSCALLE
A
POP� \ NI
I 4Y d ROADWAY(TYP) DLX
\ •� Current mining area .- �
CONSTRUCTION SEQUENCE A
IZQ NEW GRA55-LINED XISTING FARM ROAD RIPanP
WIDEN 85TABILI2E
SWALE
**ALL SOILS, MINERALS, ROCK,GRAVEL,AND WASTE OR OTHER MATERIAL BROUGHT**ONTO OR Z °J "" �
I p CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD I kiCEH,ER
REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM AN APPROVED PERMITTED FACILITY. a• o
O- I0 NOTES: MAINTENANCE:
1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR LOCATIONS OF EXISTING UTILITIES 48 o LL (1)EROSIONCONTROLITEMSWILLBEINSTALLED ())MAINTAINTHEHAULROAD INACONDITIONTO FABRIC
HOURS PRIOR TO BEGINNING CONSTRUCTION(1-800-632-4949). °I (� �� BEFORE CONSTRUCTION. PREVENT MUD OR SEDIMENT FROM LEAVING THE pIPE SLOPE=03o% g SECTION A -A
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 �o I CONSTRUCT HAUL ROAD TO 225'WIDE. PERIODIC GRADING.AFTER EACH RAINFALL,
(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 �'> :! '0 Current mini area 44 \ I' (4)PERFORM FINAL GRADING AND STABILIZATION SEDIMENT AND CLEAN IT OUT AS NECESSARY.
1S OF HAUL ROAD. NCDOTCLASSB(d.0') " L=THE DISTANCE SUCH THAT POINTS e
I IMMEDIATELY REMOVE ALL OBJECTIONABLE
DIRT TRACKED INTO THE PAVED AREAS MUST BE REMOVED IMMEDIATELY. ALL CONSTRUCTION TeP (5)SEED AND MULCH GRASS-LINED SWALES NON-wQVEN EROSION CONTROL
I I. ( MATERIALS SPILLED,WASHED,OR TRACKED
IMMEDIATELY AFTER STABILIZATION,PER FILTER STONE
TRAFFIC IS TO USE THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. .0 S'rp VEGETATION PLAN. ONTO PUBLIC ROADWAYS. FABRIC ONALAYEROF4"
3. CONTRACTOR TO CLEAR/GRUB ONLY THE MINIMAL AREA,TWO SMALL AREAS INSIDE AREA#2 iI$ . ��« ¢ STONENCDOT k50R#5] NOTES:
I SECTION STONE
•\
EXCAVATION LIMITES.NO OTHER CLEARING OR GRUBBING WILL BE NEEDED ONSITE OTHER THAN (1)STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM t'I 3O CUTTI NG AROUN D THE DAM.
ALONG THE EAST SIDE OF THE HAUL ROAD. (2)STONE CHECK DAMS SHOULD BE SPACED INA CHANNEL SO THAT THE CREST OF THE
a r IVP-RBP RIP-RAP RA APRON ENERGY DISSIPATER CALCULATIONCALCUATTI mTABLE Downsiraam Stone DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE 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 I \ (1)NFALL(INSPECTCHECKATER DAMS ANDCHANN RE AIR IMMEEASTDIATELY.
WEEKLY CLEAND AN
OUTSETER CHSIGNI SIGNIFICANT
( ) � Lwtlons Width W4ih Thlckneee RAINFALL(}''OR GREATER)EVENT AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,STRAW,
CONTROL RUNOFF. 4r In % R ItN In LIMBS,OR OTHER DEBRIS THAT COULD CLOG THE CHANNELWHEN NEEDED.
RRA-1 24 1.0 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 28 I I °o I 31 FROM IFICAN ER SI OUOCCURS BETWEEN
E THE DAM.CORRECT MEASURES
IMMEDIATELY
,,,.•4°. ® SUCH
SIGNIFICANT EROSION OCCURS BETWEEN DAMS,ADDITIONAL MEASURES CAN BETAKEN
EXCAVATION AREA. MAINTENANCE: (3)REM,ESTALLING AEDIMENT ACCUMULATED
EDP HINDAP THE
AM AT PORTION OF THE CHANNEL.DAM
- / •'� � (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 ry NI 6'OR GREATER)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
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 y-O�i1�a I 3z 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 er�l� V `Do I.
THE EXCAVATION AREA,CONSTRUCT TEMPORARY DIVERSION DITCHES(IF NECESSARY)TO DIRECT PAGE 573 I 4 VOID i < _ 0 COMPACTED
SEDIMENT-LADEN RUNOFF TO BASIN. \ `OLD I \ \ ¢ SOIL 2'MIN.
7. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED AND THE SEDIMENT BASIN \ g
CONSTRUCTED, EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE BIIIal y MI
I 's `A s /•,..� - � .•,r.'';°is�.'.:i.;�^;�;ti .;-ti;,•.�,.':.'y:.�%i'S�:'.a':u 1'-ti' N
TOPSOIL USED TO BUILD THE STOCKPILE/BERMS AROUND THE PERIMETER OF THE EXCAVATION Ste' z
`C - '
AREA. T' O
8. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK TO ALLOW THE WATER TO BE �� o I \ O
PUMPED INTO THE SEDIMENT BASIN. \ O v I >LU 6'TYP.
9. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND MAINTAIN THE PROPER AMOUNT OF A/b� \\'•. ` _ Z \ r MA'NTE"A"GE:
O 'S•• - I 11)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 o y O AFTER GRASS IS ESTABLISHED,PERIODICALLY CHECK THE CHANNEL;CHECK IT AFTER EVERY HEAVY
\- IJ 5 • p0 Dac RAINFALL EVENT.IMMEDIATELY MAKE REPAIRS.IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL
EXCAVATED. t oo� FA I a \ \• �••' O G OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPE OR SCOUR HOLES.
Y; •- UJ REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY.
1
10. ADD ADDITIONAL SILT FENCE AND CHECK DAMS,AS NEEDED OR REQUIRED,BELOW THE SEDIMENT \'�� `QA i ,\ - ® O KEEP THE GRASS INA HEALTHY,VIGOROUS CONDITION AT ALL TIMES,SINCE IT IS THE PRIMARY EROSION
3 PROTECTION FOR THE CHANNEL.
BASIN AT THE LOWEST LIMIT OF DISTURBANCE TO CONTROL ANY SEDIMENT RUNOFF. oG aaTy 0 ` 2
11. AS THE EXCAVATION PROGRESSES,GRADE THE SLOPES AT A 3:1 ABOVE THE WATER LEVEL AND AT \ \�. ` I eT-t O O
A 2:1,OR NATURAL ANGLE OF REPOSE,BELOW THE WATER LEVEL. I -
12. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE THEY ARE COMPLETED. O 1
13. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,REMOVE ALL
ems= 9 O 0
TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. � \\'- 'z;`. - � Adjoining Landowers
1.Jerry Dixon&Son et al 18. Ricky Dale Davis
2.JerryDixon&Son Quick Pick Inc 19. DRB Enterprise LLC
3. Carlos p
Manuel 20.Annie Mae Lynch
:J
-'•: / �'Dan,4 4. Connie Harrell Rogers et al
5. David Lee Raynor
21.Jose Luis Vazquez Ramirez et al
12. n 22. Randy Dunn et al
-� - . • 6. Robin Walston 23.Vandella Long Fox
7. Robin Walston
8.Yovanni Merino-Lora 24.Jerry Dixon et al
t This field is outside of the
permit boundary and no wo 25. George Bullock
Is proposed. 110.Jean Zachary et riza 26. Dorothy Perry et al
11.Vicky Ayers 27.Columbus Petway et al
.'� B s -.i. / Z 12. Donna E Proctor et al 28. Lillie Watkins Corbett
13 + 13. Marisol Calixtro Casas 29. Mills Family Properties LLC
14. Gabino Guzman Morales et al 30.Cecilio Ramirez
�. P•, r°, m QUINCY FARMS FLIP _ I
k6 0 PARCEL#482004630200 :0 14 . Mary31.
Rose et al
� - ' - ' ig. 0 0D0EE0D BOOK 1614,PAGE 15.Thomas J Merchant et 33. M R L V Anderson Jr.
16. Lester Wayne Davis et al 32. RWR Logging Inc
Z GlsncREs:,$7.3 .4 17.Christine Driver Life Estate t
Idethell
O 34. Edgecombe County Water&Sewer
35. Dexter Stancil
J \ a
8'MAX.W/WIRE
O o� (6'MAX.WI/O WIRE)
T
j U o� B 24
LU NATURAL GROUND
U 24. LJ
`\ B"DOWN$4"FORWARD ALONG THE TRENCH
IIIIIIIIIIIIIIIIIINO NOTES: TFILTER FABRIC
.,\ i - - - m ♦ { I� 25 (1)USE WIREAMINIMUM OF 32"IN WIDTH AND
J 2)TUSE FIN TER FABRIC IMUM OF 6 IAMNIMUM OIF 3B'IN TRENCH
-� STAY SPACING. CH nrvD
WIDTH AND FASTEN ADEQUATELY TO THE WIRE
U) ORouGHLv
AS DIRECTED.
(3)PROVIDE 5'-0"STEEL POST OF THE
\"- "'�• • tlPi XI ® LL SELF-FASTENER ANGLE STEELTYPEANGLE,
�.\• �� . . . - . . . . . . . . . p e '+ < C O ANGLE STEEL TYPE.
rD Ds pe ssin a N
2l) 22 23 UJ MAINTENANCE:
� (i)INSPECT SEDIMENT FE RAINFALL
�,,, �'"•- • ® NCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFA MAKE ANY REQUIRED
`` P
••-`,,,_,.._...� �5 � ® SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,
21
REPAIRS IMMEDIATELY.
(2)- - - - - - o TCrl 1 '
T� m REPLACE IT PROMPTLY.
E''YW mV I low )] ®J REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RA
RAIN AND TO REDUCE N THE FENCE.TAKE CARE LE AVOID UNDERMINING THE FENCE DURING AREA
TO GRADE
A REMOVE ALITFENCINGAFTERTHE CORIALS NTRIBUTING
UNSTABLE GE ARE NT HAS BEEN
ANDPER BRING THE D. TO GRADE
4/ </ J _ ------------
' SILT FENCE OUTLETNOT TO SCALE
AND TABILIZE IT AFTER THE NTRIBUTIN DRAMA EAREA HA BEEN PROPERLY TABILIZED.
m; 50'UNDISTURBED BUFFER
• -'7p BIE REMOVED PO PURCFiAS
� o� L D
�.�...�'
;rn 50'UNEXCAVATED•BUFFERVYITH 6'B
M
6 HARDWARE CLOTH SILT FENCE
1 UJ
SILT FENCE
!S BARNHILL CONTRACTING
1U
COMPANY
/r
I
K
C li PARCEL#482034589200
1
7
DEED BOOK 1746 PAGE
O
7
J
r•4 0 56
L
w ............................ .
.........................
IT, GIS ACRES:$6.89 -
8 DOWN&4'FORWAKD AL NG THE TRENCH
. ..�...\
z OI Q`2 11'-S"MIN. SUPPORT POST
\ ...... US
Oc FRONT VIEW
07 W SILT FENC
a '3 410, MAINTENANCE:
Tin I B ar A INSPECT AFTERSEDIM EACHNT RAIN AT LEA K ONCE
eli Q A WEEK AND AFTER EACH RAINFALL,MAKE ANY
RS IMMEDIATELY.
1 D- TOP VIEW 2 OF as] (2)SHRE IOULD THE RED I FABRIC OF AS SEDIMENT FENCE
I WASHED STONE COLLAPSE,TEAR,DECOMPOSE OR BECOME
! -°01 a^eD D aI` SILT FENCE
p ouene3XIOD lu Oun INEFFECTIVE,REPLACE IT PROMPTLY.
QUINCY FARMS FUR I � Ay 3LQD °OM1tR� ��LID TBACrcFLL (3)REMOVE SEDIMENT DEPOSITS AS
PARCEL#482004630200 �LV V^e�X3-COD�°Oet-VO / / cGMPACT 1'-6"MIN. NECESSARY THEPROVIDE ADEQUATE STORAGE
RENCHAND
DEED BOOK 1614,PAGE per 1 T�HOa.". I I CLASS B VOLUME FOR THE NEXT RAIN AND REDUCE
Iy. EROSION CONTROL PRESSUREON THE FENCE.TAKECARETOAVOID
ISIS <p STONE UNDERMINING THE FENCE DURING CLEANOUT.
P 2-MIN. 2.1 FILTER (4)REMOVE AL FENCING MATERIALS AND
GIS ACRES:1$7.3 FABRIC UNSTABLE DEPOSITS AND BRING THE AREA TO
_11 UUND LINE/ GRADE AND IT AFTER THE�p• .° CONTRIBUTINGNG DRAINAGE
AGE AREA HAS BEEN
OO PROPERLY STABLIZED.
\1 \p� � CROSS SECTION
GRAVEL CONSTRUCTION
LEGEND I 00, N\�`a ENTRANCE DETAIL
COLUMBUS PETWAY ET AL
PROPERTY LINE -PL_PL�PL CONSTRUCTION PARCEL o
ENTRANCE DEED BOOOKK 1439,PAGE 267
TREE LINE P
TEMP.ROCK SILT w
SILT FENCE -III-III-III CHECK,TYPE"A" �AOO
TEMP.SILT FENCE
VEGETATED BERM OUTLET
TEMP.STOCKPILE , :
AREAoE 4� e � �ee a e, BARNHIL CONTRACTING 2-3"WASHED
WETLANDS - - - - �"MPANY NOTES: STONE
PARCEL#482034589200 (1)AGGREGATE SIZE-USE 2 TO 3 INCH WASHED
ROCK PIPE INLETUNDISTURBED SEDIMENT TRAP, ' /''/ 0756 D BOOK 1746,PAGE Mpr
STONE.
BUFFER TYPE"A„ 2)DIME SIONS OF GRAVEL
GIB ACRES:$6.89 THICKNESS: FOOT
MINIINCHES MINIMUM
WIDTH: 12 FOOT MINIMUM OR FULL 1'I:
WIDTH AT ALL POINTS OF
EXISTING THE VEHICULAR ENTRANCE AND MAINTENANCE:
RELEASED STRUCTURES EXIT AREA (1)MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
AREA WHICLENGTH: GREATER. MUD OR MAT REQUIREENT
FROM IODICTNGTESSINGITH2"ST SITE.
LENGTH: 50 FEET(MINIMUM) THIS MAT REQUIRE PERIODIC VING THE WITH CONSTRUCTION STONE.
(3)LOCATE CONSTRUCTION ENTRANCE AND EXIT AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO
EXISTING WELLS • TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
TEMPORARY TOPROVIDE FOR MAXIMUM UTILITYBV ALL
DIVERSION DITCH IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
DIVERSIaN DITCH BAFFLES CONSTRUCTION VEHICLES.AVOID STEEP GRADES SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.
AND ENTRANCES AT CURVES.
_ � BARN H 1 LL
PROPOSED NEW .� .H��d•Rbad"���
HAUL ROAD L-�,..��,..-�,.. LIMITS OF
DISTURBANCE/ �LOD�LOD
PROPOSED r PERMIT BOUNDARY
MININGAREA C���o- CONTRACTING
J FILTRATION IF NEEDED
Q -DETERMINE
BOR GEOTEXTILE -
-V_RDETERMINE BORROW.USE AXIMUMIFLOWRIUEO USING COMPANY
z03•Q-T,WHERE V IS VOLUME ICE),O IS PUMP FLOW RUE(GPM),AND T IS _
DEATERING TIME(EHRF.USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM
w DEWATERINGTIM Q]HQDRB. I-
0 WITH FLAST-RD OPTIONFORATED,SMOOTH OR CORRUGATED MATERIEL I I Imo,-THE F ER BAFFLE IN ACCORDANCE W TH ROADWAY ITAN ,-------.-,--- -I
DRAWING IB4.., WITH MATERIAL THAT MEETS THE SPECIFICATIONS OF°ARD COUR FIBEK BAFFLES
AND
Z OAowAVSTANDARD1mo14 I-I III III STONE 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
(n STFIR EEELP°STSWITH OBMa ETHANS'OFT EPOSTAP"pE�s GEp VEETHE3TA" IIII; I-I I DISSIPATOR Vegetated Berm Detail TRAN
OeN�RE ;;, TEMPORARY SEEDING & MULCHING SPECIFICATIONS PERMANENT SEEDING & MULCHING SPECIFICATIONS MULCHING MATERIALS & APPLICATION RATES
GATfACH THECOIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR OTHER I-III; III EYERYtz 4 MATERIAL RATE PER QUALITY NOTES ROCKY MOUNT, NORTH CAROLINA 27804
m enslHwiTHiz srncLEs°srAPLED NroTHEBorroMANDs°E SLOPES OF THE IIh F•., M1M Xr "e TEMPORARY SEDING$MULCHING SPECIFICATIONS PS PERMANENT SEEDING$MULCHING SPECIFICATIONS -ORGANIC MULCHES ACRE
_ ( REF.S$EC MANUAL SECTION 6.10 REF.S$EC MANUAL SECTION 6.11t STRAW
��rr�� AS SHOWN IN THE DETAIL.TILE ON SIDESLOPES AND BOTTOM MIN INLET I-I41 • ( ) O ( ) DRY,UNCHOPPED, -SHOULD COME FROM WHEAT OR OATS;SPREAD BY PIT NAME: LOGSBORO
V -usE THE TYPICAL SECTION srHowN FOR THE BORROW PITDswATERINC BASIN ��+• == • 1.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 1.ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND 1-2 roNs UNWEATHERED;AVOID HAND OR MACHINE;MUST BE TACKED DowN.
'� ~ �� - PLOWED TO A DEPTH OF 5'.THE TOP 2'SHALL BE PULVERIZED TO PROVIDE A WOOD CHIPS WEEDS. -TREAT WITH 12 LBS NITROGENITON.APPLY WITH
SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MADE FORA°� IIII(. >>•(?- I-I I oP'T (REF.S$EC,TABLE fi.10a AND h): 5E TONS AIR DRY MULCH BLOWER,CHIP HANDLER,OR BY HANG.NOT
Z = LLI UNIFORM SEEDBED.LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE WQQD FIBER
-I II .. : III J rm SPECIES RATE(lbs/acre) DATES ADE UATE DISTRIBUTION.LIME AND FERTILIZER SHOULD BE INCORPORATED INTO FUR USE IN FINE NRF.
r� NON PERFORATID
NOT EXCEED 3s FT. HEIGHT FOR THE EARTH DIKES REQUIRED MR J�>�•_:_'__.__•.- A1PiER1PL • • THE�OIL PRIORTOSEEDING. 0.Sl TONS -ALSO REFERRED TO AS WOOD CELLULOSE. OWNER: Barnhill Contracting Company
N- ORROWPIT-TERINCBASIN LL lJ II U Rye(Grain) 120 Decemberi-Apn115 BARK BEHVOROSEEOED.DO NOT USE IN HER,DRY
LL] SPECBORROW WOUIREMNTS AS WELL AS
ROPOEDGONDDEPENDENT ON III fI=1T Hill I1 Augustl5-December30 2.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 35 CUBIC AIR DRY,SHREDDED OR WEATHER.
SPECIFICSITE REQUIREMENTS AS WELLAS PROPOSED CONSTRUCTION LL. (REF.S$EC,TABLE fi.111) CORNSTALKS ygRDS HAMMER-MILLEO,OR CHIPS. -APPLY WITH MULCH BLOWER,CHIP HANOLER,OR
OPERATIONS. I II- - - - - NOTES: MPiER1PL / / RULCUT OR SHREDDED IN 4-8" BY HAND.DO NOT USE ASPHALT TACK.
-SUBMIT THESIZENLOCATION AND RISERPIPE MATERIAL FORAPPROVAL PRIOR Q German Millet 40 Apri 15-Augustl5 Items RATE(lbslacfe) DATES SERICE4°GNSTR°`T SOIL STABILIZATION //y•/•� NSTALLTHREE(3)COIR FIBER BAFFLES INSILT 4ETONS LENGTH APPLY WITH MULCH BLOWER ORBY HAND.NOT DRAWN BY: Jonathan Proctor
?PUMPTHE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN TOA MAXIMUM EAKTH DIKE 3'TO W BASINS AND SEDIMENT DAMS AT DRAINAGE OUTLETS Common Bermuda rass 10
NOTE:ACTUAL LOCATION Limestone 400D g LESPEDEZA
OF DEWATERING BASIN 2. CATEGORY AFFECTED ACREAGE STAPLE SEED-BEARING FOR USE IN FINE TURF.
DEPTH OFS BELOW Tov OF EAmHOKE. PLAN . L 2ITHASP ICGOF4IBER BAFFLES
FertiliZer(10-10-10) 750 Decemberi-Augustl5 Pensacola pedeass 50 April 15 -NETS AN STEMS 1a TONS CONTAIN MATURE
SHOULD
LtI DISCHARGENDARD oSR1FOR UTL TW DITCH.iry nccoeonNce wliH NECESSARY,
As •�,c SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
L,I_ Fertilizer(,0-10-10 1000 Augustl5-December 30 $umeaant-Geza 30 STEMS CONTAIN MATURE SEED.
NECESSARY,BASED ON 'i_7T ` Sao LLJ BE INSTALLED IN SILT BASINS AND DAMS LESS THAN 20 IN Plant-German Millet 5 April 15-Auggust 15 JUTE NET COUNTY: E D G E C 0 M B E
Q ROAowAv sr^aOARo e]s.OZ FOR ouTLETwIO DITCH. SITE CONDITION. '� Ide FT.IN LENGTH WITH A SPACING OF THE BASIN LENGTH. Straw Mulch 4000 Nurse Plant-Rye(Grain) 25 Prior to April iS and After August l5
MINE EXCAVATION 119.94 ACRES PERIMETER DIKES,SWALES, m FIBERGLASS NET
MAINTENANCE: EACH
`= DITCHES,AND SLOPES 7 DAYS 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
III INSPECT UFFLES AT LEAST ONCE A WEEK AND AFTERILL
BE BELOW BASE OF SPILLWAY ELEVATION. Or disk With blades set nearly straight.) Fertilizer(10-10-10) 500 COVERAREA HEAVY,UNIFORM;WOVEN
RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. � 1•-U•y - �`(9 LL ST zm Straw Mulch 4000 EXCELSIOR OF SINGLE JUTE YARN. -WITHSTANDS WATERFLOW.BEST WHEN USED
1'-0"± •. - - HIGH QUALITY WATER(HOW) (WOODFIBERMAT) COVERAREA WITH ORGANIC MULCH. „
a (z)BESUREroAFFLESOCCEBBTQEAR,DECOMPOSEOR yr BUFFERS 7.46ACRES ZONES 7DAYS NONE of DEPm 2.RESEEDREFERTILIZE,ANDMULCHIMMEDIATELYFOLLOWINGEROSIONOR (Nole:Minimum 75%Coverage and must be anchored with tack,tied down,ordisk wITHSTANDswAERFLow.BEST wHENUSED SCALE: 1 = 300'
FABRIC OF THE BAFFLES COLLAPSE,TEAR,DECOMPOSE OR I� fi" OTHER dAMAGE.
` RFCGMEwEFFECT VE REPLACE`PROMPTLY. - LAN.-E.-PA with blades set nearly straight.) FIBERGLASS ROVING COVERAREA WITH ORGANIC MULCH.
5 REMO ESEDIMENT DEPoSITS WHEN ITREACHES HALF-FULL TO IF SLOPES 10'QR LESS MAINTENANCE: B Nus rvc,z WITHSTANDS WATERFLOW.
P-DEADEDUATE STORAGE VOLUME FOR THE NEXT RAIN AND 3.SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBEDAND TO COVERSEED.
O To
EPPER REIN THE BAFFLEs.TANE CARE TO AVOID HAUL ROADS (1)INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED REPAIRS
DAMAGING THE BAFFLES DURING CLEAN OUT.SEDIMENT DEPTH UNCLASSIFIED ANTI-SEEP COL 2.89 ACRES SLOPES STEEPER THAN 3:1 7DAYS LENGTH AND ARE NOT STEEPER r, IMMEDIATELY. -CHEMICAL STABILIZERS 0.-1TONS CONTINUOUSFIBERS OF
,y (I An EARTH MATERIAL THAN2:1,14DAYSAREALLOWED. v (2)BE SURE TO MAINTAIN ACCESS TO BAFFLES.SHOULD THE FABRIC OF THE BAFFLECOUAPSE,TEAR, 4.GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH.NO BARE AQUATAIN DRAWN GLASSBOUNO DATE: 5 8 2024
,LPL/ paq AFTERTHEc11E BUTING DRAINAGE
R AINAGEAREAHAS BEEN H STONE ENERGY DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. AEROSPRAY TOG ETHER WITHA / /
Ly MENTDEPosns. MATERIALS AN
2F COIR FIBER BAFFL STEEL POSTS DISSIPATOR TOTAL ACREAGE AFFECTED 3 ANCHOR ET NEARLYCH STRAIGTTACK,NETTING,OR BY CRIMPING WITHADISK WITH PETROSLAK NON TOXICAGENT. -APPLY WITH EMULSIFIED
LED ASPHALT
A ARE EJECTOR.TACK
STABILIZE IT. THE �� VARIABLE 130.29 ACRES 7DAYS FOR SLOPES GREATER T E NEXT
RAIN&TO R DUCE PRESSURE
IT THE BAFFLES.
TAKE CA PROVIDE DAMAGING THE BAFFLES FOR BLADES SET NEARLY STRAIGHT. TER TA FOLLOW WITH EMULSIFIED ASPHALT ATA RATE OF 2535
O N a SLOPES 3:1 OR FLATTER 14 DAYS THE NEXT RAIN&T.REDUCE PRESSURE O THE BAFFLES.TAKE CARE E AVOID DAMAGING THE BAFFLES TERRA TACK MANUFACTURER'S GALI1,D00 SF.
THAN 50'IN LENGTH. DURING CLEAN OUT.SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. c� CRUST 500 SPECIFICATIONS
TYPICAL SECTION VIEW ALL OTHER AREAS WITH SLOPES NONE,EXCEPT FOR PERIMETERS (4)AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,REMOVE ALL BAFFLE TS PJ GENAQUA T43
m TOTAL ACREAGE PERMITTED 149.13ACRES FLATTER THAN 4:1 14 DAYS AND HQW ZONES. MATERIALS&UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE&STABILIZE IT. M-145 NOT BENEFICIAL TO PLANTGROWRH. SHEET. 1 Of 1