Logsboro - Quincy Mine Map Revised 10-27

_ 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
.NI Isry
r
TOP OF MINING AREA TOP OF BACKFILLMIN
VeB�� sbAE a Iry I s vegel sea SLoI's,a, UNCONTAMINATED OFFSITE = M ec^^
WATER LEVEL AVE 4' x? Um 1 L-maa EARTHEN MATERIAL y rm�a
PERMIT # 33=41 299 , 05 ACRES e sl;,ery ,z o s°PE, a sl,ary G perom,� eo�a GPE, aC,,ery
eecry ,y =n BOTTOM OF MINING AREA=i6-20'AVE once Bervry ry Becrvae�r BOTTOM OF MINING AREA=i6-20'AVE
�•� �,. , °n Borvn an
Poiela�arm 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 canal 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 `, •' boundary 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 NOTTGSCILLE
A
� \ NI _� NI
I 4Y •r�Yd DL1.
\ •� Current mining area ROADWAY(TYP).� �
CONSTRUCTION SEQUENCE A
IZQ NEW GRASS-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- 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 PIPESLOPE=030% 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 .0 I 1 CONSTRUCT ES WILL BE
ADEDAE. INSPECT
CGRADRU UREUSED TOTRAPRAINFALL,
\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 �'> .0 (3)
0 Current mini area 44 \ I p (4)PERFORM FINAL GRADING AND STABILIZATION SEDIMENT AND CLEAN IT OUT AS NECESSARY.
. OF HAUL ROAD. NCDOTCLASSB(d50=') " L=THE DISTANCE SUCH THAT POINTS s
o I O do• IMMEDIATELY REMOVE ALL OBJECTIONABLE
DIRT TRACKED INTO THE PAVED AREAS MUST BE REMOVED IMMEDIATELY. ALL CONSTRUCTION 1ep 5)SEED AND MULCH GRASS-LINED SWALESSPILLED, NGT-wQVEN EROSION CONTROL
I I; ( MATERIALS WASHED,OR TRACKED FILTER STONE
IMMTRAFFIC IS TO USE THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. VEGETATION IONYAFTER STABILIZATION,PER ONTO PUBLIC ROADWAYS. FABRIC ON A LAVER OF 4"
yJ VEGETATION PLAN. NCDOT#S OR#57
3. CONTRACTOR TO CLEAR/GRUB ONLY THE MINIMAL AREA,TWO SMALL AREAS INSIDE AREA#2 I I�g ' e®.�nellen�tr.ne. SECTION STONE NOTES:
EXCAVATION LIMITES.NO OTHER CLEARING OR GRUBBING WILL BE NEEDED ONSITE OTHER THAN o I} (1)STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM
\ •\ t'lO O 3O CUTTING AROUND THE DAM.
ALONG THE EAST SIDE OF THE HAUL ROAD. f (2)STONE CHECK DAMS SHOULD BE SPACED INA CHANNEL SO THAT THE CREST OF THE
P4 �y pPPo pa APRON�N ENERGY DISSIPATER Length
Upsln mTABLE Downsinam 3 ono 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 \ I MAINTENANCE:
INSTALL CHECK DAMS/TEMPORARY ROCK SILT CHECK TYPE B NCDOT 1633.02 AS NEEDED TO 1 I \ (1)INSPECT RAINFALL
GREATER)
ATERDAMS AND CHANNELSAND RE AIR EASTIMMEDIATELY.
WEEKLY AND LEA34OAFTER T EACH SEDIMENT,SIGNIFICANT
( ) Loeatlom W1am wam rnloxneaa
RAINFALL(}"OR GREATER)EVENT AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,STRAW,
CONTROL RUNOFF. 4C Map In % R ItN In LIMBS,OR OTHER DEBRIS THAT COULD CLOG THE CHANNELWHEN NEEDED.
RRA-1 24 to 12 60 6 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
1 ® S SIGNIFICANT INSTALLING ON OCCURS BETWEEN DAMS,IN THAT
ADDITIONAL MEASURES CAN BETAKEN
EXCAVATION AREA. MAINTENANCE: (3)REM,EEDIMENT ACCUMULATED
EDP HINDUMP THE
AM AT PORTION OF THE CHANNEL.DAM
•'� .Bt(o (1)INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT RAINFALL (3)REMOVE SEDIMENTACCUMULATED BEHINDTHE DAMS AS NEEDED TO PREVENT DAMAGE
6. PERMANENTLY SEED AREAS THAT WILL NOT BE RE-DISTURBED. DO NOT ALLOW ANY DISTURBED 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
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 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 _ $
THE EXCAVATION AREA,CONSTRUCT TEMPORARY DIVERSION DITCHES(IF NECESSARY)TO DIRECT COMPACTED
SEDIME7. ONCE AIT-LADEN RUNOFF TO BASIN.L EROSION CONTROL ITEMS HAVE BEEN INSTALLED AND THE SEDIMENT BASIN PAGE 573 I ^T��t bpon /p oI \ \ o ¢ $QIL 2 M
CONSTRUCTED, EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE X' �� O \ ��,�•.A`e
{ 4 � •JjtiT��tgye�r'.':.'�r.:eie�:'�^uibY„t
TOPSOIL USED TO BUILD THE STOCKPILE/BERMS AROUND THE PERIMETER OF THE EXCAVATION
canal m \ Z
AREA. 0 I
8. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK TO ALLOW THE WATER TO BE °v. O
PUMPED INTO THE SEDIMENT BASIN. I t 6'TYP.
9. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND MAINTAIN THE PROPER AMOUNT OF A/b� z \ r MAINTENANCE
�� (•/ •O 'S_ - ' BT9 (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 �`�0� b I o ou AFTER EVENT ESTABLISHED,PERIODICALLY CHECK THE CHANNEL;CHECK ITTTO CHECK HEAVYCH
y LL 5 pe Dac AFTER GRASS IS ESTABLIISHED,MAKE REPAIRS.ITC PARTICULARLY IMPORTANT AFTER
CHECK HE CHANNEL
EXCAVATED. t 00, \ I p Y.• \ \• �•' • O G OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPE OR SCOUR HOLES.
•- 1 W REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE 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 - . 3 ` PROTECTION FOR THE CHANNEL.
O
11. AS THE EXCAVATION PROGRESSES,GRADE THE SLOPES AT A 3:1 ABOVE THE WATER LEVEL AND AT \ I eT it to aaT9 O 4 2
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. O
13. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,REMOVE ALL I _
TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. � O O
�° ® oo r 6d mp I � •:y ! 1 10 Adjoining Landowers
1.Jerry Dixon&Son et al 18 Ricky Dale Davis
on Quick Pick Inc C
W11 3. Carlos Manuel
2.Jerry Dixon&S 19 DRB Enterprise LL
4. Connie Harrell Rogers et al 2 .Annie Mae Lynch
• � - / � � g 21.Jose Luis Vazquez Ramirez et al
5. David Lee Raynor
� 23. Randy
Lon Fox
na o/ �o° - \ \ ° . d\ 12 7. Robin Walston 23.2. Randy Dunn et al
ate �oD ® \ �. \ � '� ��= • � I 6. Robin Walston
O� VOID `.P
t b oD i \ > -. " \� 24.Jerry Dixon et al
i �, � �� �"X •' Tnisfieldisoutsideottne 8.Yovanni Merino-Lora y
25. George Bullock
pgSm °o o \ 1 is proposed.permit boundary and no wo
� � 9.Juan Caxentano Ariza
10.Jean Zachary et al 26. Dorothy Perry et al
p, 11.Vicky Ayers 27.Columbus Petway et al
.'\ B I s \ Z 12. Donna E Proctor et al 28. Lillie Watkins Corbett
10 13 It 13. Marisol Calixtro Casas 29. Mills Family Properties LLC
A 14. Gabino Guzman Morales et al 30.Cecilio Ramirez
QUINCY FARMS FLIP 15.Thomas J Merchant Sr
I o 31. Ma Rose et al
! - - - - OO - - ` i{ O PARCEL#482004630200 Mary 4��l ` � �` g OGIS A BOOK 1614,PAGE 14 17.Christine Driver Life Estate
0 0 . 16. Lester Wayne Davis et al 32. RWR Logging Inc
- J \ - - GIS ACRES.187.3 Water&Sew
/ Z �, 33 Micajah V Anderson Jr
34. Edgecombe CountyW er
35. Dexter Stancil
Area not mined due to _ _ \ ..a✓..• s, w y /
unsuitable soils in this area $ - •�:•�� a P4
Ja"I"✓ a / 8'MAX.W/WIRE
�-....._.� i•' _ _ _ _ _ '' .' e,4 O (6'MAX.WI/O WIRE)
f 'ct �
LU NATURAL GROUND
M
M' 26
_ 0 98...
LU`\ Permit boundary - 8"DOWN 4"FORWARD ALONG THE TRENCH
'' 1 �•� Bo -0 4�_ � � sdn tt I O � NOTES: FILTER FABRIC
♦ { 25 (1)USE WIREAMINIMUM OF 32"IN WIDTH AND
BEN KF LL
n bm I g I L COMPACT
` - - - - O - 3 - - - ""Peoa r STAY SPACING. CH nrvD
� m WITH A MINIMUM OF 6 LINE WIRES WITH 12'
1 Irae oot.1"of Permitted NaDalinasfad O b3 J' I� , J T
\ B°°neary LC: �yLL o I� WI USE NDFA TENFILTER AD Q MINIMUMUATELY OF 3B"IN
No Proposed 11Wod In This Brea �' _ eWH _ r•4 WIDTH AND FASTEN ADEQUATELY TO THE WIRE
"'\ ag• �•SIDPd@ - - - - - - Z I C /.d V) AS DIRECTED.
(3)PROVIDE 5'-0"STEEL POST OF THE
\.•. `'� r �•8f11/)@ A sed Pipe Cro sing I N ® A SELF-FASTENER ANGLE STEEL TYPE ANGLE,
�•\, \+� . . . ° . . . . . h . . +�i V . . . . . . . ' '24 LCCl ANGLE STEEL TYPE.
00 LV MAINTENANCE:
® (i)INSPECT SEDIMENT FENCESRAINFALL AT LEAST ONCE A WEEK AND AFTER EACH RAINFA MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
)
O / ® SHOULD THE FABRIC OFASEDIMENT FENCE COLLAPSE TEAR DECOMPOSE OR BECOME INEFFECTIVE(2
uDpene3 T� T I m REPLACE IT PROMPTLY.
L 7.75 ao oplend 1107!!B E''I`p o� mV I A )] ® R REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
! /�•,, No In This Arse / O 18 RAIN AND TO REDUCE FENCING N THE FENCE.TAKE CARE LE AVOID UNDERMINING THE FENCE DURING EA TO GRA
� Proposed mm�e �•>� ar
��/ x A REMOVEALND STABILIZE ITAFTERTHEC RIALS AND NTRIBUTINGDR DRAINAGE
AREA
EAR DEPOSITES AND AS BEEN YSTABI THE ZED. TO GRADE
----------------- --
my
STING PROP LINED1 073 50 UNDISTURBED BUFFER
-'7p BIE REMOVED PO PURCHAS _o� L DI OD
SILT FENCE OUTLET
NOT TO SCALE
\.�...� -
O K 11= + 50'UNEXCAVATED•BUFFERWlTH 6'B
e uu SILT FENCE HARDWARE CLOTH SILT FENCE
1
BARNHILL CONTRACTING
1U
COMPANY
/r
I
C
K� PARCEL#482034589200
7
x� DEED BOOK 1746 PAGE
hJ J
O 0 7 P•1 56
a o f� GIS ml ACRES:$6.89 .... ..............::
�' $4 8 DOWN&4"FORWAKD AL NG THE TRENCH
�..._...__._...�.. ... I cr a�
C w�
permit bounda�. __
A� FRONT VIEW KSUPPORT POST
UAW SILT FENC
a '3 410,
m MAINTENANCE:
Ib I B ar (1)INSPECT SEDIMENT FENCES AT LEAST ONCE
tli Q A WEEK AND AFTER EACH RAINFALL,MAKE ANY
RE I REPAIRS
1 D- TOP VIEW 2 OF (2)SHOULD THE FABRIC OF ASEDIMENT FENCE
I WASHED STONE COLLAPSE,TEAR,DECOMPOSE OR BECOME
uol s^eD D al- SILT FENCE
p ouene3X�OD lu oun INEFFECTIVE,REPLACE IT PROMPTLY.
QUINCY FARMS FUR I � AeOY3 LOD °OM1tR� ��LO T EN HA (3)REMOVE SEDIMENT DEPOSITS AS
PARCEL#482004630200 LV V^o�- ND
LOD °get- / / COMPACT 1'-6"MIN. NECESSARY TO PROVIDE ADEQUATE STORAGE
DEED BOOK 1614,PAGE per 1 T�I HOaOUGH I I CLASS B VOLUME FOR THE NEXT RAIN AND REDUCE
y. EROSION CONTROL PRESSUREON THE FENCE.TAKECARETOAVOID
0060 <p GIS ACRES:1$7.3 21 STONE UNDERMINING THE FENCE DURING CLEANOUT.
P 2-MIN. . FILTER (4)REMOVE AL FENCING MATERIALS AND
FABRIC UNSTABLE DEPOSITS AND BRING THE AREA TO
GI UUND LINE/ GRADE AND IT AFTER THE�p• .° CONTRIBUTINGNG DRAINAGE
AGE AREA HAS BEEN
Oo PROPERLY STABLIZED.
\1 \p� � CROSS SECTION
GRAVEL CONSTRUCTION
LEGEND 00, N\�`a ENTRANCE DETAIL
COLUMBUS PETWAY ET AL
PARCPROPERTY LINE -PL-PL-PL CONSTRUCTION DEED B OK 14 9,PA o
ENTRANCE DEED BOOK 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 4j4�P°ia, :
AREA oErc4� a*� �fe a ee BARNHIL CONTRACTING Y-Y WASHED
WETLANDS - - - - �aMPANY NOTES: STONE
PARCEL#482034589200 (1)AGGREGATE SIZE-USE 2 TO 3 INCH WASHED
ROCK PIPE INLET 50'WETLAND SEDIMENT TRAP, ' /''/ 0756 2)DIME SIONS OF GRAVEL D BOOK 1746,PAGE �MJN
STONE.
BUFFER TYPE"A„
THICKNESS: 61NCHES ES MINIMUM
GIS ACRES:$6.89 WIDTH: 12 FOOT MINIMUM OR FULL AT
WIDTH AT ALL POINTS OF
EXISTING THE VEHICULAR ENTRANCE AND MAINTENANCE:
UNDISTURBED STRUCTURES WHICHEVERIS EXIT AREA EAT (I)MAINTAIN THE GRAVEL PAD INA CONDITION TO PREVENT
GREATER. MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
BUFFER LENGTH: SOON NTINIMUM)
(3)LOCATE CONSTRUCTION ENTRANCE AND EXIT THIS MAT REQUIRE PERIODIC TOPDRESSING WITH 2'STONE.
TO LIMITSEDIMENT FROM LEAVING THE SITE AND AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO
TEMPORARY EXISTING WELLS • TO LIMITSPROVI SEDIMENT
FOR FIR
MMOTILITY BY ALL TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
DIVERSION DITCH IMMEDIATELY WASHED,
OR TRACKLL ED
ONTO PUBLICABLE ROADWAYS.
olvEas.oN O.rcH BAFFLES AND ENTRANCES
VEHICLES.AVOID STEEP GRADES SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.
AND ENTRANCES AT CURVES.
_ � BARN H 1 LL
PROPOSED NEW
HAUL ROAD ��1..� ,..-.,.. LIMITS OF
DISTURBANCE/ �LOD�LOD
PROPOSED r PERMIT BOUNDARY
MINING AREA CONTRACTING
J FILTRATION IF NEEDED
Q -DETERMINE
BOR GEOTEXTILE -
-V_RDETERMINE BO UIR).USE
MAXIMUM NG FLOW
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 zHQDRB. I-
0 WITH FLASHBOARD OPTIONFORATED,SMOOTH OR CORRUGATED MATERIEL I I ,-------.-,--- -I
THE F ER BAFFLE IN ACCORDANCE W TH ROADWAY ITAN
DRAWING 1S4p AND.01WITH MATERIAL THAT MEETS THE SPECIFICATIONS OF°ARD COUR FIBEK BAFFLES
Z OAowAVSTANDARD1mn14 I-I III III STONE ENERGY 800 TiffanV Blvd. Suit 200, P.O. BOX 7948
STFIR EEL POSTS WITEEL
OBMa ETHAN3EOFT EPOSTAPNpE�S GEp VEETHE3TA" III ; I-I I DISSIPATOR Vegetated Berm Detail Dorv�RE � - TEMPORARY SEEDING & MULCHING SPECIFICATIONS PERMANENT SEEDING & MULCHING SPECIFICATIONS MULCHING MATERIALS & APPLICATION RATES
GATfACH THECOIR FIBER MAT TO THESTEEL POSTS WITH WIRE OR OTHER I-III; III EVERv,x' 4 MATERIAL RATE PER QUALITY NOTES ROCKY MOUNT, NORTH CAROLINA 27804
m ACCEPTABLE
sHwiTH IzsTNFLEa STAPLED INTO THE BOTroMANos DE SLOPES OF THE IIh F,.•'. M1'M X+ »e TEMPORARY SEEDING$MULCHING SPECIFICATIONS PS PERMANENT SEEDING$MULCHING SPECIFICATIONS -ORGANIC MULCHES ACRE
_ ( REF.S$EC MANUAL SECTION 6.10 O REF.S$EC MANUAL SECTION fi.11t sTRnw PIT NAME: L 0 G S B 0 R 0
��rI''tt AS
NSHOWNINTHEDETEXTILE ON SIDESLOPES AND BOTTOM OF EARN AT INLET I-I II' • III �� M N-1•-��- ( ) t ) DRY,UNCHOPPED, -SHOULD COME FROM WHEAT OR OATS;SPREAD BY
L/ USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT DEWATERING BASIN �'' == CATEGORY AFFECTED ACREAGE N M 1-]TONS UNWEATHERED;AVOID HAND OR MACHINE;MUST BE TACKED DOWN.
,y I.'t �7@1.;.., 1.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 1.ALL DISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND WOOD CHIPS WEEDS. -TREAT WITH 12 LBS NITROGENITON.APPLY WITH
III I �!_o I-I I oP'T (REF.S$EC,TABLE 6.1 Oa AND b): PLOWED TO A DEPTH OF 5'.THE TOP 2'SHALL BE PULVERIZED TO PROVIDE A
Z suFHaENT voLUME IS PRovmSD AND PROVISIONS ARE MADE FOR A°� 1t, = L�J UNIFORM SEEDBED.LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE 5E TONS AIR DRY MULCH BLOWER,CHIP HANDLER,OR BY HAND.NOT
MINE EXCAVATION SPECIES RATE(lbs/acre) DATES ADE UATE DISTRIBUTION.LIME AND FERTILIZER SHOULD BE INCORPORATED INTO MOD FIBER FUR USE IN FINETURF.
r� NDO NOT EXCEED 3S FT. HEIGHT FOR THE EARTH DIKES REQUIRED MR I-IIAr__'_I__^.- III 203.31 ACRES I1J A1PiER1PL • • THE IL
PRIOR TO SEEDING. O.Si TONS -ALSO REFERRED TO AS WOOD CELLULOSE.MAY OWNER: Barnhill Contracting Company
I� °RR°WPITDEWATERINGBASIN Ly V U U Rye(Grain) 120 De cem bar i-Apnl 15 BARK BE HYDROSEEDED.DO NOT USE IN HOT,DRY
UJ BTHEBORROWPITDSwATERMG BASIN SIZE IS VARIABLE AND DEPENDENT ON III fI=1T II L August l5-December30 2.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 35 CUBIC AIR DRY,SHREDDED OR WEATHER.
SPECIFIC SITE REOUIREMENTS AS WELL AS PROPOSED CONSTRUCTION LL^ (REF.S$EC,TABLE 6.111): CORNSTALKS YARDS HAMMER-MILLED,ORCHIPS. -AP PLY WITH MULCH BLOWER,CHIP HANDLER,OR
OPERATIQNB III-III II-III-III-III- BUFFERS 25.94 ACRES NOTES MnrERIu MA ERu CUT OR SHREDDED IN 48" BY HAND.DO NOT USE ASPHALT TACK.
-SUBMIT THESIZENLOCATION AND RISER PIPE MATERIAL FORAPPROVAL PRIOR Q German Millet 40 Apri 15-August 1
5 Items RATE(lbslacfe) DATES SERICE4
Q °°°NBTR°`TI - - - - - - SOIL STABILIZATION TIMEFRAMES �•/•1 NSTALLTHREE(3)COIRFIBERBAFFLESINSILT 4ETONS LENGTHAPPLY WITH MULCH BLOWER ORBV HAND.NOT DRAWN BY: Jonathan Proctor
?PUMPTHEEFFLUENTINTO THEBORROW PITDEWATERING BASINTOAMAXIMUM EAKTH DIKE 3'TO IL BASINSAND SEDIMENT DAMSAT DRAINAGE OUTLETS Common Bermuda" 10
NOTE:ACTUAL LOCATION STAPLE Limestone 4000 g LESPEDEZA
OF DE WATERING BASIN 2• 25'VEGETATED BERM 0.40 ACRES SEED-BEARING FOR USE IN FINE TURF.
DEPTH OFS BELOW TOPOF EARTH OKE. PLAN . L WITHASP ICG RF4IBER BA INLECNAGNTH. Fertilizer(10-10-10) 750 Decembers-Augustly Pensacola pedeass 50 Aprlll-JUIy 15 -NETS AN STEMS 1"3 TONS GONTAIN ATU;ESEED.
LLI Disc�n STANDARD ouneioFnie alsEeeITCH. ry nccoeonNce wliH Weis VARY,As •�,c SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
L,I_ Fartilizer(10-10-10) 1000 August l5-December 30 SeflCea LeSpedeza 30 STEMS CONTAIN MATURE SEED.
NECESSARY,BASED ON •i_7T ` v� �T I11 BE INSTALLED IN SILT BASINS AND DAMS LESS THAN 20 Nurse Plant
NECESSARY, Millet 10 April 15-Au ust 15 JUTE NET
Q ROADWAvsTANDARDe]s.ozFoaouTLETwIODITCH. SITE CONDITION. '� ONe SILT FENCE,TEMPORARY DIVERSION LL! FT.NLENGTHWTHASPACNGOF THE BASIN LENGTH. SlfawMuCh 4000 NumePlanl-Rye(Gmin) 25 Prior to April and After COUNTY: EDGECOMBE
0.00 ACRES PERIMETER DIKES,SWALES, m FIBERGLASS NET
MAINTENANCE: EACH
`= DITCH 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 BAFFLES AT LEAST ONCE A WEEK AND AFTERBE BELOW BASE OF SPILLWAY ELEVATION. Or disk With blades Bet nearly straight.) Fertilizer(10-10-10) 500 COVERAREA HEAW,UNIFORM;WOVEN
RAINFALL MAKE ANY REOUIRED REPAIRS IMMEDIATELV. � 1'-0'3 - e•CO 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)BEsuRE TO MAINTAIN AccEss TO BAFFLES.SHOULD THE �IL� HAUL ROADS 5.00 ACRES 7DAYS NONE or oerT,H 2.RESEED REFERTILIZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR (Note:Minimum 75%coverage and must be anchored with tack,lied down,or disk -wITHSTANDswATERFLOw.eEsr WHEN USED Z
FABRIC of THE BAFFLES COLLAPSE TEAR,DECOMPOSE OR mil- s" II ZONES OTHER dAMAGE. SCALE. 1 - JOOt
RFCOMEwEFFECT VB REPIACE`PROMPTLY. LAN.-E.-PA with blades set nearly straight.) FIBERGLASS ROVING COVERAREA WITH ORGANIC MULCH.
(3)REMOVE SEDIMENT DEPoSITS WHEN IT REACHES HALF-FULL TO 1 1 IF SLOPES ARE OR LESS N MAINTENANCE: sASN us rvc,z -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 REDucE EMS GEM.D WHEN.TAKECARE TOAVOID 0.00 ACRES (1)INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL,MAKE ANY REQUIRED REPAIRS
DAMAGINGTHEMS ESDUIN RINGCLEAN OUT.SEDIMENT DEPTH UNCLASSIFIED ANTI-SEEP COL CHECK DAMS,&RIP RAP SPILLWAYS SLOPES STEEPER THAN 3:1 7DAYS LENGTH AND ARENOT STEEPER r, IMMEDIATELY. -CHEMICAL STABILIZERS 0.5-1TONS CONTINUOUSFIBERS OF
nN� EARTH MATERIAL THAN 2:1,14 DAYS ARE ALLOWED. v (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 AQUATAIN DRAM GLASS BOUND DATE: 10 2 7 2 0 2 3
/LPL/ (a)n 1D NIVI coNraieunec THI DESIGN 1ITO AsI GEIN H. STONE ENERGY DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. AEROSPRAY TOGETHER WITHA / /
Ly MENTDEPosRs.BRINAFFLE MATE
TOGRADAND 2F COIR FIBER BAFFL STEEL POSTS DISSIPATOR TOTAL ACREAGE AFFECTED 234.65 ACRES 3 ANCHOR ET NEARLY STRAIGTTACK,NETTING,OR BY CRIMPING WITHADISK WITH PET OSLAK NON TOXICAGENT. -APPLY WITH EMULSIFIED
LED ASPHALT
A ARE EJECTOR.TACK
STABIDZE ITEO1 VARIABLE 7DAYS FOR SLOPES GREATER ()REMOVE SEDIMENT TREACHESHALF.FULLTOPROVI PROVIDE FOR BLADES SET NEARLY STRAIGHT. TERM
FOLLOW WITH EMULSIFIED ASPHALT ATARATE OF 2535
O 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 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 TS PJ GENAQUA743
m 299.OSACRES 14DAYS MATERIALS&UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE&STABILIZE IT. M-145 NOT BENEFICIAL TO PLANTGROwRH. SHEET. 1 Of 1
FLATTER THAN 4:1 AND HQW ZONES.