Logsboro - Quincy Final Reclamation Map

n� CROSS-SECTION OF EXCAVATION AREA NOT TO SCALE CROSS-SECTION OF EXCAVATION AREA TO BE BACKFILLED
LOGSBORO PIT FINAL RECLAMATION MAP
WITH UNCONTAMINATED OFFSITE EARTHEN MATERIAL.
` -'•'. - 2V NOT TO SCALE
r
NI"I
s<oaE,3 s�N"
. _, TOP OF MINING AREA N x.N 45MN TOP OF BACKFILL
" eeew,e veeeien�rLUSL
oP UNCONTAMINATED OFFSITE
n, WATER LEVEL AVE 4' v x� n,I umaa oa�ma m a EARTHEN MATERIAL a Lmaa
PERMIT # 33=41 299m05 ACRES eox eo orrery BOTTOM OF MINING AREA=16-20'AVE s`Q E" eDn ry eo aal eo, DRit
.h
�.� z BOTTOM OF MINING AREA=16-20'AVE
--T _^ BBNry ery
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
boundary AND RE-VEGETATE IN ACCORDANCE TO THE MINE RECLAMATION PLAN. RECLAIM THE SLOPES AROUND THE EXCAVATION AREA.
` permit
canal •
NI NIP \ $ zs CROSS-SECTION OF HAUL ROAD RIP-RAP APRON DETAIL STONESCHECK DAM DETAIL
NOT TO SCALE NITS
NOT TO
AO• ' ROADWAY(TVP)
- -
FILTER FAaRI
CONSTRUCTION SEQUENCE z NEWGS�A-LINED �WIDE.....
XISTING FARM ROAD
"ALL SOILS, MINERALS, ROCK,GRAVEL,AND WASTE OR OTHER MATERIAL BROUGHT-ONTO OR a o � Final Reclaimed Pond Area not mined due to CONSTRUCTION SPECIFICATIONS AND MAINTENANCE FOR HAUL ROAD PAN RIP-RAP
REMOVED FROM THIS SITE MUST BE HAULED TO OR FROM AN APPROVED PERMITTED FACILITY. 0- °o unsuitable soils in this area NOTES: LATER
0 J ..f MAINTENANCE.
1. CONTRACTOR SHALL CONTACT 811 ONE CALL CENTER FOR LOCATIONS OF EXISTING UTILITIES 48 0 LL .y (1)EROSION CONTROL ITEMS WILL BE INSTALLED (1)MAINTAIN THE HAUL ROAD IN A CONDITION TO
"LTERFBR
O (L' A..I - BEFORE CONSTRUCTION. PREVENT MUD OR SEDIMENT FROM LEAVING THE
HOURS PRIOR TO BEGINNING CONSTRUCTION(1-800-632-4949). J Q }4 PIPE SLOPE=033% SECTION A - A
ly W (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 ppgL CONSTRUCT HAUL ROAD TO t25'WIDE. PERIODIC GRADING.AFTER EACH RAINFALL,
o YL, 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 C 4ti e� (4)PERFORM FINAL GRADING AND STABILIZATION SEDIMENT AND CLEAN IT OUT AS NECESSARY. EOISTANCE sucH THAT POINTS e
p I+" DOS OF HAUL ROAD. IMMEDIATELY REMOVE ALL OBJECTIONABLE NCDOT CLASS B(d50=a")
DIRT TRACKED INTO THE PAVED AREAS MUST BE REMOVED IMMEDIATELY. ALL CONSTRUCTION I '°P (5)SEED AND MULCH GRASS-LINED SWALES 'ON-WOVEN EROSION CONTROL
.(.� IMMEDIATELY AFTER STABILIZATION,PER MATERIALS SPILLED,WASHED,OR TRACKED FILTER STONE
TRAFFIC IS TO USE THE CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN. .+ veceranoN PLAN. oklro Pu6uc RonOwnvs. FABRIC ON ALAYER OF 4"
3. CONTRACTOR TO CLEAR/GRUB ONLY THE MINIMAL AREA,TWO SMALL AREAS INSIDE AREA#2 ., I $ NTONECDOT#5 OR#5]
owMraoUw wtnaw SECTION STONE NOTES:
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
•� 3O CUTTING AROUND THE DAM.
THE CREST OF THE
ALONG THE EAST SIDE OF THE HAUL ROAD. Q1 I ` RIP-RAP APRON ENERGY DISSIPATER CALCULATION TABLE DOWNSTREAM DAM SMSTONE CHECK ATOU SAME E ELEVATION OF THE TOE OF THEBE SPACED INA CHANNEL SOTUPSTREAM DAM.
4. CONSTRUCT TEMPORARY DIVERSION DITCH ALONG THE INSIDE OF THE EXCAVATION AREA AND MAINTENANCE:
Rip-Rep Pipe n.. Pipe Slope Length Up.tn.n Downstnen 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 Lo..tion. Width Wdth Thlokn... RAINFALL(?'OR GREATER)EVENT AND REPAIR IMMEDIATELY.CLAN OUT SEDIMENT,STRAW,
CONTROL RUNOFF. \ , Haul Road will remain to In % R D n In LIMBS,OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
ON
5. INSTALL SILT FENCE AND SILT FENCE RELIEF POINTS AS NEEDED AROUND THE PERIMETER OF THE 28 �' �0.� 31 RRA-1 za 1.0 z eu 8 24 FROM HIGIH FLOWS AROUND THE EDGES OFPATE SUBMERGENCE AND IT E"DAM.VCORRECTE THE EALL DAMAGE IMMEDCK DAM AND IATELY
4�- access the farm IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,ADDITIONAL MEASURES CAN BE TAKEN
EXCAVATION AREA. I dj .� MAINTENANCE: SUCH AS,INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL.
Final Reclaimed Pond . (1) NSPECT RI P 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 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
P DAM,AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.ADDSTONE
AREAS TO REMAIN DISTURBED ANY LONGER THAN WHAT IS NECESSARY(SEE TABLE BELOW FOR CORBETT TAKENP PEACE FURTHER
RDAMA E.DISLODGED.IMMEDIATELY MAKE ALL NEEDED
32 REPAIRS TO PREVENTFURTHERDAMAGE. TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
TIMEFRAME REQUIREMENTS).BEFORE STRIPPING OR ANY OTHER LAND DISTURBING ACTING INSIDE DEED BOOK 1062 aar
THE EXCAVATION AREA,CONSTRUCT TEMPORARY DIVERSION DITCHES(IF NECESSARY)TO DIRECT PAGE 573 bonri 33 UJ COMPACTED
SEDIMENT-LADEN RUNOFF TO BASIN. J SOIL 2'MIN.
7. ONCE ALL EROSION CONTROL ITEMS HAVE BEEN INSTALLED AND THE SEDIMENT BASIN e'fm Q
4 \, Area not mined due to Area not mined due to
CONSTRUCTED, EXCAVATION SHOULD BEGIN WITH THE REMOVAL OF ALL TOPSOIL AND THE canal unsuitable soils in this area 34
U) a•:s`Is'.;M=•:..-^• "~'+
TOPSOIL USED TO BUILD THE STOCKPILE/BERMS AROUND THE PERIMETER OF THE EXCAVATION �;1•.?.,.-„y;K'-::=:•,y;:cy. i;°5:+.>•
unsuitable soils in this area Z .ti�,,.rc,,.i.•,,'x,,{Tq•..M•n,.;,„y...,„Y_,,,";.4.. 1'-6"MIN
O
AREA. Fn8. THE EXCAVATION AREA WILL BE MINED STARTING AT THE BACK TO ALLOW THE WATER TO BE Area not mined due to \ O of
35
PUMPED INTO THE SEDIMENT BASIN. unsuitable soils in this area `. LU 6'TYP
9. ONCE THE EXCAVATION AREA IS LARGE ENOUGH TO HOLD AND MAINTAIN THE PROPER AMOUNT OF NIb� MAINTENANCE:
(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 dO00�yb� \ $\8 \''\ per bow RouNeA LEv NT.IMMEDIATELY MAKE RE AIRS.IT SPPARan PARTICULARLY oO H CHECK CS ESTABLISHED,PERIODICALLY CHECK THE CHANNEL:CHECK IT AFTER EVERY HANNEL
EXCAVATED. 001 \ OALL10. ADD ADDITIONAL SILT FENCE AND CHECK DAMS,AS NEEDED OR REQUIRED,BELOW THE SEDIMENT \ Final Reclaimed Pond , O REM°YEA"SIGNIFIDANTLT°IME"TA°°DMD`NDIG"NATALS TO TIMES,TAIN HIN DESIGNED CARRYING CAPACITY.
\ � KEEP THE GRASS IN A HEALTHY,VIGOROUS CONDITION AT ALL TIMES,SINCE IT IS THE PRIMARY EROSION
BASIN AT THE LOWEST LIMIT OF DISTURBANCE TO CONTROL ANY SEDIMENT RUNOFF. PROTECTION FOR THE CHANNEL.
O 3
11. AS THE EXCAVATION PROGRESSES,GRADE THE SLOPES AT A 3:1 ABOVE THE WATER LEVEL AND AT \ \ _ O
,
A 2:1,OR NATURAL ANGLE OF REPOSE,BELOW THE WATER LEVEL. \ \ O '
12. SEED AND STABILIZE SLOPES AND DISTURBED AREAS ONCE THEY ARE COMPLETED. \' t
13. AFTER THE MINING IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED,REMOVE ALL o�nda`t9 SQ � � a■=r - 9 O�
TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. erm�1� b r 1 �\ \' \ - p°T70Rtt bp1n 10 $ Adjoining Landowers
4 I \ \ De•�°° �;•• O ` 1. Jerry Dixon&Son et al 18. Ricky Dale Davis
Area not mined due to :;;�: 2. JerryDixon&Son Quick Pick Inc 19. DRB Enterprise LLC
3. Carlos Manuel
unsuitable soils in this area T•. P
$ W r♦ / \
4. Connie Harrell Rogers et al 20.Annie Mae Lynch
5. David Lee Raynor 21.Jose Luis Vazquez Ramirez et al
Permit boundar
y <a,• ♦ W W ♦ W 12 y 22. Randy Dunn et al
6. Robin Walston
7. Robin Walston 23.Vandella Long Fox
\ \ \ 8.Yovanni Merino-Lora 24.Jerry Dixon et al
W v \ 25. George Bullock
9. Juan Caxentano Ariza 9
\ _...� 10.Jean Zachary et al 26. Dorothy Per et al
♦ W
"' - `- aT• Final Reclaimed Pond � � � ::•-:•• . . Y y D'
\ ♦ .o ONDIBlOYm D11RQ - 15 11.Vicky Ayers 27. Columbus Petway et al
:`'�•.\ B W P ♦ s w Ms - a 12. Donna E Proctor et al 28. Lillie Watkins Corbett
wpm jq r \,\ , W W W W ♦ W W W W W t
W \ 13. Marisol Calixtro Casas 29. Mills Family Pro perties LLC
3ig
14. Gabino Guzman Morales et al 30. Cecilio Ramirez�'I �,.._,..i` W ♦ ♦ W ♦ ♦ W W ♦ ♦ W ♦ ♦ \ ♦ ♦ � ,a 15. Thomas
J Wayne chant et al
Sr 31. Mary Rose et al
\� ♦ ♦- w ° Y 32. RWR Logging Inc
4vv !� . .W- -Y- . -i - Y. ♦ \ I ° • 17. Christine Driver Life Estate 33. Micajah V Anderson Jr.
\ \ W W ♦ ♦ ♦ �\ W \\ ad,,. 34. Edgecombe County Water&Sewer
��, \ \\ w W♦W w -W W v \ ••v W W We I 15 35. Dexter Stancil
W W ♦ W W ♦ Area not mined due to Final Reclaimed Pond °
i W D11r� ` �____ \ Final Reclaimed Pond
unsuitable soils in this area ®
® 8'MAX.W/WIRE
" �• J W W W W � I W W (6 MAX.WI/O WIRE)
W
�• 18"-24":i:•:i{::i:•:•'i:•i:i'ii'•i:i '
W NATURAL GROUND
II W W W W W W W W W W W g9•\ �.�(//� ♦ W W W W W W W . 26
l` V1Tp' 24" LJ LJ
WE!CLAI8"DOWN$4"FORWARD ALONG THE TRENCH
`\ permit boundary "' •'"• `w-- - ♦" W ,,. •w W w-W "'♦•�W "vo LL NOTES: FILTER FABRIC
z5 (1)USEWIRE A MINIMUM OF32"INWIDTHAND
W- W W W t• W W W W W •t• W o WITH A MINIMUM OF 6 LINEWIRESWITH 17 SACKELL
\ \ Ana wd"ofP BWaA.q Net Dellb."ed W• W W W •W W W W W• W W W •W W W m� C , J STAY SPACING. TBENCH ANO
x\ (2)USE FILTER FABRIC A MINIMUM F 36"IN
No fxropoied Yloing In 711e Avea 'r W W W 'H ///--- �..��../- 'r W W W W W Z o WIDTH AND FASTEN ADEQUATELVTOTHE WIRE
\.. ..\ ♦ Y •W• W -W • W y �"_ D`•- W •N,• W • w ^ • •C -W • •V 1V •W• X C V J AS DIRECTED.
W • W ♦ •W• ♦ DO• W• ♦ W• W ♦ W M- •W• W •W • •M w •W• ♦\,,.\., \.."\'\.\•'\`,�,.\\.,,\...�.�..�...�._...�.� 1.. W-WW WW vWL WW-WW WW WW-♦JWK•W � \ W W W Y. -W- NL -W - W- r< -W W-W __._ �W. W�W W W WW WW�W W W W W W 'L• WW WW •A
WW WW W WW W W Pro P osed Pi Pa Crossi � Z1�7O
(3)PROVIDE STEEL POST THE
SELF-FASTENER ANGLE STEEL TYPE A NGLE,
24 ANGLE STEEL TYPE
bell.
23 � MAINTENANCE:W 21 1 INSPECT SEDIMENT FENCES AT LAST ON CE A WEEK AND AFTER EACH RAINFALL.MAKE
ANY
�
REQUIRED0
�••.� •� w W ♦ W W Y- W ♦ W •r
�" J \ 1 ~' /W• W .W W• W W
liE REPAIRS IMMEDIATELY.
m O ' (2)SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,
w wY W W . W. ZJ REPLACE T PROMPTLY.
7•75 up,aAIIImDea _"� 7 -W--W -W - - W -W- W -W- W W - W W Fj P NAL A 7 ,�8 (3)REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
j W No ProPoeed I m IDY Vne& v Se� W W W W
j W W W W W W W W t bOVDdat9 w RAIN AND TO REDUCE N THE FENCE TAKE CARE LE AVOID UNDERMINING THE FENCE DURING AREA
TO OUT
GRADE
A REMOVE AL ITFENCINGAFTERTHE CORIALS NTRIBUTING
DRAINAGE
ARE NT HAS
S AND PERLY INGSTABILIZED.
THE ARA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
W W• •D .W W ey •,r• y •W •p W w 13rmt m
�' �`•�. � ♦ - � W-••h W •Y W ♦ •W M w -W% p UNDISTURBED BUFFER
\ f`/ �• �' �... W W W W W W Ana wdie of p®luN B.-I Not DdWetea 50'UNEXCAVATED BUFFER WITH 6'BERMSILT FENCEN OUTLET
•.\-•..� / �: �..•- -W W W W •W NI IxaapewA NWO(D.1llb Area g•
NOT TO SCALE
HARDWARE CLOTH I FEN E
f�'T i i / \ \ W W ♦ W t
SILT FENCE
BARNHILL CONTRACTING
W W. •k .W fop ■ COMPANY
b
/ t
C PARCEL#482034589200
P
J
Final Reclaimed and
o
DEED BOOK 1746 PAGE
a
1`
0756
GIS ACRES:86.89 -
Il"DOWN 84"FORWARD AL NG THE TRENCH
P ■
NI
G '- .
permit boundary`. '" �•' O b zp 18"MIN suPPQRTPosT
�..._..._ _ ��... A FRONT VIEW
SILT FENC
MAINTENANCE:
(1)INSPECT SEDIMENT FENCES AT LAST ONCE
A WEEK AND AFTER EACH
E ANY
perYpit b°undary TOP VIEW 2 of usT R LINED
PAIRSTHE RIC IMMEDIATELY.
SEDIMENT FENCE
QUINCY FARMS FLP permit boundary SACKFUL WASHED STONE SILT FENCE COLLAPSE,TEAR,DECOMPOSE OR BECOME
INEFFECTIVE,REPLACE PROMPTLY.
SACKFUL (3)REMOVE SEDIMENT DEPOSITS AS
TREND ANI`1'-8"MIN. NECESSARY TO PROVIDE ADEQUATE STORAGE
PARCEL OK 1614,PAGE
<ISO O G I I CLASS B VOLUME FOR THE NEXT RAIN AND REDUCE
R u" I I EROSION CONTROL PRESSUREON THE FENCE.TAKECARETOAVOID
DEED BOOK 1614,PAGE permit boon 8ry <OD STONE UNDERMINING THE FENCE DURING CLEANOUT.
0060 2'FIN. 2.1 FILTER (4)REMOVE AL FENCING MATERIALS AND
GIS ACRES:187.3
FABRIC UNSTABLE DEPOSITS AND BRING THE AREA TO
�hUUND LILAC GRADE AND STABILIZE ITAFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
CROSS SECTION
0GRAVEL CONSTRUCTION
LEGEND ENTRANCE DETAIL
COLUMBUS PETWAY ET AL
PARCEL#482023789500
FINAL RECLAIMED DEED BOOK 1439,PAGE 267
POND
HAUL
ROAD
h
WETLANDS
50'WETLAND REa°
BUFFER BARNHILL CONTRACTING STONE
SHE
COMPANY NOTES.
PARCEL#482034589200 (1)AGGREGATE SIZE-USE2TO INCH WASHED
EXISTING DEED BOOK 1746,PAGE STONE.
DIMENSIONS OF GRAVEL PAD JM
STONE.
STRUCTURES 0756 THICKNESS: 6INCHES MINIMUM
GIS ACRES:86.89
WIDTH: 12 FOOT MINIMUM OR FULL �2
WIDTH AT ALL POINTS OF
THE VEHICULAR ENTRANCE AND MAINTENANCE:
EXIT AREA; (1)MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
WHICHEVER IS GREATER. MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
LENGTH: 50 FEET(MINIMUM) THIS MAT REQUIRE PERIODIC TOPDRESSING WITH 2"STONE.
(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 CLEAN IT OUT AS NECESSARY.
TO PROVIDE FOR MAXIMUM UTILITY BY ALL IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
CO NSTRUCTION VEHICLES.AVOID STEEP GRADES SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.
/ \ AND ENTRANCES AT CURVES.
BARN H 1 LL
J FILTRATION IF NEEDED C O N T RACT I N G
GENERALNOTEs: GEOTEXTILE -
DETERMINE BORROW PIT DEWATERING BABIN SIZE USING
_80p3•Q•E(IT VIGVDLDMFLOWR RUE _ COMPANY
DEATERING TIME(IT USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM
w DEWATERINGTIM D 2HDDRB I I I IWITH FLASHBOARD OPTIONFORATED,SMOOTH OR CORRUGATED MATERIEL EllC.NTRUCT THE F ER BAFFLE IN ACCORDANCE W TH ROADWAY ,--------..-.� -I
Z DRAWING.....ANDWITH MATERIALTHAT MEETS THE SPECIFICATIONS OF DARD II-III IBER BAFFLES, III STONE ENERGY
°a"oN'°Es's"EE"°1Brso`T"ESE`F-PASTE"ERA"G`ESEE"PE.'"BTA" Ell ___ I=I I D'SS'P"TOR �M TEMPORARY SEEDING & MULCHING SPECIFlCATIONS PERMANENT SEEDING MULCHING SPECIFlCATIONS MULCHING MATERIALS h APPLICATION RATES 800 Tiffany Blvd. Suit 200, P.O. BOX 7948
Q GAiLACHTHECDRFIBERMATTOTHESTEELPOOSSTSWITHWIREOREITHEFTHE I I-I Il; III RYt °ONWRE MATERIAL RATE PER QUALITY NOTES
ROCKY MOUNT, NORTH CAROLINA 27804
m ACCEPTABLE
ASIN wiTH irsrncLEso STAPLED THE BOTTOM SLOPES IIh F,•.., M X VEE�/ Fd5 TEMPORARY SEEDING$MULCHING SPECIFICATIONS PS PERMANENT SEEDING$MULCHING SPECIFICATIONS -ORGANIC MULCHES ACRE
NET TYPE 2 REF.S&EC MANUAL SECTION 6.10 O REF.S$EC MANUAL SECTION fi.11t STRAW PIT NAME: L O G S B O R 0
AS SHOWN IN THE DETAIL.TILE ON SIDEBLOPES AND BOTTOM OF BASIN AT INLET II , �i ■ ■-���� ( ) ( ) DRY,UNCHOPPED, -SHOULD COME FROM WHEAT OR OATS;SPREAD BY
'r� I I-I I F "•':•::__ III CATEGORY AFFECTED ACREAGE 1-2 TONS UNWATHBRED;AVOID HAND OR MACHINE;MUST BE TACKED DOWN.
v As USE THE
oe TMicE Liss Nnorys�HowNNOR HE coNrl�cuRnl.ION nsALaNlc ns BASIN •�I' > �)�•:'" ■ 1.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED 1.ALL D ISTURBED AREAS SHALL BE DRESSED TO THE EXISTING TYPICAL SECTION AND WOOD CHIPS WEEDS. -TREAT WITH 12 LBS NITROGENITON.APPLY WITH
Z ■ oERTR (REF.S$EC,TABLE 6 10a AND b). PLOWED TO A DEPTH OF 5.THE TOP 2 SHALL BE PULVERIZED TO PROVIDE A
SUFFICIENT VOLUMES PROVIDED AND PROVISIONS ARE MADE FOR A 1r"��• = W ■ ■ UNIFORM SEEDBED.LIME SHOULD BE APPLIED WITH EQUIPMENT THAT WILL PROVIDE 5E TONS AIR DRY MULCH BLOWER,CHIP HANDLER,OR BY HAND.NOT
_ 'I,` MINE EXCAVATION SPECIES RATE(Ibs acre) DATES ADEQ UATE DISTRIBUTION.LIME AND FERTILIZER SHOULD BE INCORPORATED INTO WOOD FIBER FUR USE IN FINET/RF.
J THE SOIL PRIORTOSEEDING. 0.SiTONS -ALS0 REFERRED TOAS WOOD CELLULOSE,MAY OWNER: Barnhill Contracting Company
II-II _ _ III 203.31 ACRES Becembar16 April 5 BARK BEHVDROSEEDED.DONOT USE IN HOT DRY 7 y
N �D0NOTEXCEED35FTON PERFORATED .IINHEIGHTFORTHEEARTHDIKESREQUIREDMR I I IJ'fl=-IT Hill _J MATERIELUJB U u �j Rye(Grain) 120LLI -THEeoaeow REQUIREMENTS A WEE AS ISVARIEDCONSTRUCDDENT ON _ August l5-December 30 2.THE FOLLOWING ARE KINDS AND RATES OF MATERIALS TO BE APPLIED as cuelc AIR ORV,SHREDDEO OR WATHER.
SPECIFICSITE REQUIREMENTS AS WELLAS PROPOSED CONSTRUCTION LL PERATIONS. / (REF.S$EC,TABLE 6.111): CORNSTALKS YARDS HAMMER-MILLED,OR CHIPS. -APPLY WITH MULCH BLOWER,CHIP HANDLER,OR
Q oSUBMIT THESIZE,LOCATION AND RISERPIPEMA ERIA FORAPPROVAL PRIOR I IIIII-III-IIIIII BUFFERS 25.94 ACRES < NOTES: MaTSRI / / ERw German Millet 40 April l5-August l5 CUT OR SHREDDED IN 4-S" BY HANG.DO NOT USE ASPHALT TACK.
? CONSTRNSTOSOIL STABILIZATION TIMEFRAMES M NSTALLTHREE(3)COIRFIBERBAFFLESINSILT Items RATE(IbS/.GNN GATES SERICEA 4�TONS LENGTH APPLY WITH MULCH BLOWER OR BY HAND.NOT DRAWN BY: Jonathan Proctor
PUMPTHEEFFLUENTINTOTHEBORROWPITDEWATERING-NTOAMAXIMUM EARTH DIKE 100 BASINS AND SEDIMENT DAMS AT DRAINAGE OUTLETS Common Bermuda ra% 10 LESPEDEZA FOR USE IN FINE TURF.
NOTE:ACTUAL LOCATION sraRLE UmaSlOna 4000 9
p SEED-BEARING
- OF DEWATERING BASIN 25'VEGETATED BERM 0.40 ACRES N $eflCea Les edeza 30 { CONTAIN MATURE SEED.
OULD
DEPTH OF B BELOW TOP of EamHDKE. PLAN N WITHASPACING OF}THE BASIN LENGTH. FertiliZer 10-10.10 1000 AugustlS December 30 PensaCDla pedeass 50 Aprill-July 15 1-3 TONS CONTAGREEN IN
MATURE SEED.
L L S STEMS
2. TW02 COIRFIBER BAFFLES CAN l
w Discenece rinse uaoounei of Tiie alsEe eneRELiry nccoeonNce wliH NECESSAR As SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS O -NETS AND MATS
NECESSARY,BASED ON 111 BE INSTALLED IN SILT BASINS AND DAMS LESS THAN 20 Nurse Plant:German Millet 10 April 15-Au uSL 15 JUTE NET
Q ROADWAYBTANDARDBTB.B2FoaoDTLETw,ODI H. SITE CONDITION. SILT FENCE,TEMPORARY DIVERSION rn FT.IN LENGTH WITHASPACINGOF THE BASIN LENGTH. Straw Mulch 4000 IN mePlanl
-Rye(Grain) 25 Prior to April1SandAfterAugust15 COUNTY: EDGECOMBE
0.00 ACRES PERIMETER DIKES,SWALES, m BERGLASS NET
MAINTENANCE: EACH
DITCH DTOHE$,AND SLOPE$ 7DAYS NONE 3. TOP HEIGHT OF COIR FIBER BAFFLES SHALL NOT (Note:Minimum 75%COvefage and must be anchored with tack,tied down, Agricultural Limestone 4000
Ill INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER BE BELOW BASE OF SPILLWAY ELEVATION. ordisk With blades set nearly straight.) Ferlilizef(10-10-10) 500 COVERANEA HAW,UNIFORM;WOVEN
RAINFALL.MAKE ANY REOUIRED REPAIRS IMMEDIATELY. 1'-0'3 sT xa• Straw Mulch 4000 EXCELSIOR OF SINGLE JUTE YARN. -WITHSTANDS WATERFLOW.BEST WHEN USED
1'-0"± HIGH QUALITY WATER(HOW) (WOODFIBERMAT) COVERARA WITH ORGANIC MULCH. ,t I
a FABRIC FTHEBMAINTAINBAFFLES
,TEAR,DECOMPOSE THE �L I� HAUL ROADS 5.00 ACRES 7 DAYS NONE n/ or °BEER 2.RESEED REFERTILIZE,AND MULCH IMMEDIATELY FOLLOWING EROSION OR (Note:Minimum 75%coverage and must be anchored with tack,lied down,or disk -WITHSTANDS WATERFLOW.BEST WHEN USED
FABRIC of THEBAFFLES COLLAPSE,TEAR,DECOMPOSE OR �Il- s" 11 ZONES W LA° Aaes-. OTHER dAMAGE. with blades set near) straight.) FIBERGLASSROVING SCALE: 1 = 300
BECOMEINEFFEm VEREPIACEITPROMPTLY. 15 eAsry srvD is'�� y g ) COVER AREA WITH ORGANIC MULCH.
(3I REMOVE SEDIMENT DEPoSITS WHEN IT REACHES HALF-FULL TO 1 + IF SLOPES ARE IO'OR LESS N MAINTENANCE: -WITHSTANDS WATERFLOW.
PEWIIDE 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 RED ucE PRESSURE ON THEBAFFLES.TAKE CARET TAVOID CHECK DAMS,&RIP RAP SPILLWAYS 0.00 ACRES I(1)INSPECTMMEDIATELY.
BAFFLESATLAST ONCEAWEEKAND AFTER EACH RAINFALL,MAKE ANY REQUIRED REPAIRS
DAMAGINGTHEBAFFLES DURING CLEAN OUT.SEDIMENT DEPTH UNCLASSIFIED ANTI-SEEP COL R SLOPES STEEPER THAN 3:1 7DAYS LENGTH AND NOT STEEPER (, IMMEDIATELY. -CHEMICAL STABILIZERS O.Si TONS CONTINUOUS FIBERS OF
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 S I APPLIED OVERSEEDEDAREAS R MULCH. IO BARE AQUATAIN DRATOG T GLASSBOUND DATE: 8 22 2023
I..L R)AFTERTHECONTRIBUTING El..
HASBEENH STONE ENERGY AEROSPRAV TOGETHER AGENT / /
DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. GROUND SHALL BE VISIBLE IN MULCHED AREA IF PROPER IS ACHIEVED.
z COIRFIBERBAFFL STEEL POSTS DISSIPATOR TOTAL ACREAGE AFFECTED ANCHOR MULCH WITHTRAIGH TACK,NETTING,OR BY CRIMPING WITHADISK WITH PET OSE AK NON TOXICAGENT. -APPLYWITHICOMPRESSED ARE EJECTOR,TACK
L•I_ UNSTABLESE MENT DEPOSITS BRING THE AREA TO GRADE AND �� 234.65 ACRES 7DAYS FORSLOPES GREATER (3)REMOVE SEDIMENT DEPOSITS WHEN IT RACHES HALF-FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR BLADES SET NEARLY STRAIGHT. PETROSET FOLLOW WITH EMULSIFIED ASPHALT ATA RATE OF 2535
O STABILIZE IT.TDI n VARIABLE SLOPES 3:1 OR FLATTER 14 DAYS THE NEXT HAIN 3 TO REDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES TERRA TACK MANUFACTURERS GAU1,0M SF.
THAN 50'IN LENGTH. DURING CLAN 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)AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,REMOVEALL BAFFLE c PJ GENAQUAT43
m 299.05ACRES 14DAYS MATERIALS&UNSTABLE SEDIMENT DEPOSITS.BRING THE AREA TO GRADE&STABILIZE IT. TS F1. NOT BENEFICIAL TO PLANT GROWTH. SHEET. 1 of 1
FLATTER THAN 4:1 AND HOW ZONES.