20220314_Maps

\\
RAWING No.
1D7M 0 38-C1025-101 \ \ \ \ \
0
r \
16.83
GENERAL NOTES -- - i
1. SEE SHEET 17MB0938-CIO21-101 FOR ADDITIONAL GENERAL NOTES. -
2. PROTECT PIPE ENDS THROUGHOUT CONSTRUCTION. = s ^ ; \ \
3. ALL CMP TO BE 16 GAUGE,ASTM 760 TYPE 1 WITH 2� x' ANNULAR CORRUGATION. _ 17.43
EXCAVATION AND GRADING NOTES ��v ✓ �j � � zz
1. EXCAVATION TO BE IN ACCORDANCE WITH OSHA REGULATION 29 CFR 1926 "� \ V 16.83
SUBPART P. \
2. EXCAVATION LIMITS SHOWN ON THESE DRAWINGS ARE THE ENGINEER'S \ ` \ �\ 16.38 \
ESTIMATED LIMITS. CONTRACTOR SHALL DEFINE THE EXACT LIMITS PRIOR TO \
CONSTRUCTION. 16.91
- - OHE --- OHE --- OFily, Cii',= -- - C}hiE -- OHE / / \ 16.38
KEYNOTES
1O FLARED END SECTION(FES), SEE DETAIL#4,SHEET 17MB0938-CI029-102. I
2O CLASS W RIPRAP, SEE DETAIL#4, SHEET 17MB0938-CI029-103.
- - \ L
-14.00'_
HL -- HF- ----- -
16.38
/
UHF / \
k ` a • .J
1691
16.38
MPB MPB MPB MPB MPB MPB B PB ^ems P `�°miiiiiimiiiiim B in-mak, MPB f' MPB NP M B MPB MPB MPB M MPB MPB MPB MPB MPB MPB MPB
NV
11.22 4'7 J •/ - - - - I - - - -1 - -
� 0� @ 0.10%
.%12.00 - - - - - - - - - -
11
17.13 -
- - - - -- •r S N WN P E R� N C
- -ti - --1s.00 --- J _ _ = ONE MAP ( NO
-
IIIIIIIhLllllli {-I-i IIIIIIIIIIIIIIIIIkIIlII 17.18 III/ II IIIIIIIIIIIiIAII ( 11 '. I__i illilllllll111111
fT( 1 T TT TTf\T� T TAT I I I I I I I I I I TI7TT TTT 17.08 i I Y ! I I I 1 FT l�f TTl 1 T TTITT�
= _ -- - _ . - - - _-- -
-1 s 00' INV UP: ° 17.20 aJ• 1 • INV DN:
- - _ - - - - -
7.07 •J
- - -_ - - - 12.87 •. � 17.00' , • 'J 12.23
3.00' - _-. J 1 106-LF 5"CMP @ 0.58%
Low , 4411111111. --7-1 v v -4-0 - - - - - - -
_Ira
Io 16.71 s . / . . s ,
16.53 1
' J • 2
4.1 F4:
4/ 5'WX6'LX1 "TH
\ / / RAP
DISSIP TO /
EXISTING CONDITIONS AND DEMOLITION LEGEND / \ 1s.3�
J01
/
MPB MINE PERMIT BOUNDARY NS RAILROAD CENTERLINE \ ''jj CO
EXIST. ELEV. CONTOUR ADJACENT PROPERTY LINE \ \ \ / 16.14
EXIST. HALF ELEV. CONTOUR - - - EDGE OF NS RAILROAD TIE
\ 15.54Uj
/
OHE OVERHEAD ELECTRIC 12. 14' EXIST. SPOT ELEV.
15.54
S,
- \ - -\ - - - - - - - - - - - - - - - -J- --�- -
- - RIGHT-OF-WAY
PROPOSED CONDITIONS LEGEND
SF SILT FENCE ENCASEMENT PI , BORE &JACK
CHANNEL ENCASEMENT Fill E, TRENCH
/ \ \ \ \ PLAN PREPARED BY OUTSIDE PARTY-FORMATTED TONS D&C FOR REVIEW.
1 ELEV- CONTOUR R;• _ M � FUTURE ENCASE ENT PIPE, BY OTHER ❑ PLAN PREPARED N NS PR USING INFORMATION PROVIDED BY OTHERS.
APPROVED
PLAN- APPROVED BY NS TRANSPORTATION ON:
\ \ ❑ APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS D&C ON:
10.5 HALF ELEV. CONTOUR STORM DRAIN PII E / \ \ MATCHLINE SEE SHEET 17MB0938-CIO25-201
NOWIM NORFOLK
-I-i- - PROP. NS RAILROAD CENTERLINE 15.00 PROP. SPOT ELE . y \ \�� SOUTHERN
\ NORFOLK SOUTHERN RAILWAY CO.
PROP. PIPELINE I ARKER \ \ \ / %' / orxrrc wr
PROP. RIP RAP D SIPATOR \ \ °P°'"
I \ \ ' � ars>r�ae nc aEs 040MEkA-01 an aNsmucLlm-A1LANTti sti
N
mo InLE
0 20' 40' 60' Ka
a gc 11P
1"=20'
IMIL
SEAL
CARpl�'
J� BS DR K. BARYON DATE �qJ
CO DSGN Z ZOLVINSKI SEAL
5598
1�
CK. Z. ZOLVINSKI
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA
919.859.5000
A S NORTH CAROLINA ENGINEERING FIRM NO. F-0287 DL Z.ZOLVINSKI JOB N0. 17MB0938
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-CIO25-101.DWG 03/09/2022
DRAWN K. BARYON DRAWING TITLE JOB ER
REFERENCE DRAWINGS ENGINEERING
DATE
O.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI Vutrien
AS NOTED
APPROVED NORFOLK SOUTHERN & DUKE ENERGY ROW CROSSING
O.
0 03-09-22 ISSUE FOR CONSTRUCTION KBACHK
ZZ CH Z. ZOLVINSKI • TM
APPROVED Feeding the Future GRADING & DRAINAGE PLAN DRAWING N
NO. DATE ISSUE / REVISION BY PP. APP. C. HEAKINS 9 17MB0938-C1025-101

DRAWING No. r
17MB0938-CIO25-201
\ MATCHLINE SEE SHEET 17M60938-CI025-101
0
12.50 \ \ / "v^ 0)
8WX61X12"TH \ \ \ I L-0 ~_
CLASS W RIPRAP
DISSIPATOR A \
GENERAL NOTES 1NO2DN:
\ v
1. SEE SHEET 17MB0938-CIO21-101 FOR ADDITIONAL GENERAL NOTES. 1g"
2. PROTECT PIPE ENDS THROUGHOUT CONSTRUCTION.
3. ALL CMP TO BE 16 GAUGE, ASTM 760 TYPE 1 WITH 2 3"xX"ANNULAR CORRUGATION. \ CMP 3. \ /
1 ' \ INV UP:
10.75
EXCAVATION AND GRADING NOTES
1. EXCAVATION TO BE IN ACCORDANCE WITH OSHA REGULATION 29 CFR 1926 SUBPART P.
2. EXCAVATION LIMITS SHOWN ON THESE DRAWINGS ARE THE ENGINEER'S ESTIMATED \ /
LIMITS. CONTRACTOR SHALL DEFINE THE EXACT LIMITS PRIOR TO CONSTRUCTION.
14.64 ' 12.03
J o
-f' l
J - I
KEYNOTES k EI \ \
1O FLARED END SECTION(FES),SEE DETAIL#4,SHEET 17MB0938-C1029-102 14.04 \ \
O2 CLASS'N RIPRAR SEE DETAIL#4,SHEET 17MB0938-CI029-103. \ \ \
OGRADE BREAK 12.50 w 14.04
� o \
ilk
it 14.04 \ \ \
/ \ \ 14.64 \ I c)
14.04
12.62
� 1 s
\12.75
3 / \ 12.75 /
�� - H
\ \_ FM
-
- T \ - - -r - -
�- - - - - - -
T 14.73 LJ 1, /V 306 2 n,
14.72 1472
^I 15.02 14.97 14.96 2 1
- T T T T \ \ r- T-- Tl `A -�. �-T- -F T- � -T T=" T- -1 - T -
- -- - - -� - 14.72 14.71
/ 14.64 \
T T T / ' \ \ % �� / ter- T T - i'� L T T _ T T_s,w. ----T-- -T
INV UP: _, \ - - -
- - -W--- 9.82 `
-- - - -- - +� / \(2)105 LF 30" CMP @ 0.29% --
-- 4 _ 4:1 _ - - - - - - - - - - - -
:1
EXISTING CONDITIONS LEGEND - _ - - - -- - - 14.04
- -- b \ 14.64
- EXIST. ELEV. CONTOUR INV DN:
f
EXIST. HALF ELEV. CONTOUR ` 2 \ '04 9.52
1 \ \ \
C/L OF ROAD
RIGHT-OF-WAY \ \ \
13'WX10'LX12"TH
EXIST. SPOT ELEV. - - \ \ CLASS'A' RIPRAP O f
\ \ DISSIPATOR S//j/p
N
PROPOSED CONDITIONS LEGEND
-do-- ELEV. CONTOUR \ \ \ \ L
-4&5- - - HALF ELEV. CONTOUR
ENCASEMENT PIPE, BORE &JACK \ \ 0 20' 40' 60'
STORM DRAIN PIPE 14.04
mimilli
15.00 PROP. SPOT ELEV. 14.64 1"=20'
14.04
PROP. RIP RAP DISSIPATOR SEAL
DITCH SR�I�`%'.
DR. K. BARYON DATE 01/20l22 _ :QQ
JACOBS DSGN Z ZOLVINSKI SEAL
5598
r
111 CORNING ROAD, SUITE 200, CARP, NC 27518 USA CK. Z. ZOLVINSKI �, •;NG I .••g .\
NORTH9CAROIJONA ENGINEERING FlRMSUCENSE N0. F-0287 DL Z-ZOLVINSKI JOB NO. 17MB0938 ,gRV11Itpw;?`\\
NORTH CAROUNA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-CI025-201.DWG 03/09/2022
DRAWN K. BARYON REFERENCE DRAWINGS DRAWING TITLE ENGINEJOBERING DATE 01/20/22
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI jklutrien NCDOT STATE ROAD 33 ROW CROSSING AS NOTED
APPROVED
0 03-o9-zz ISSUE FOR CONSTRUCTION KB ZZ ZZ CH Z. ZOLVINSKI TM GRADING AND DRAINAGE PLAN
Feeding the Future DRAWING
38-
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED 17MB0938-C1025-201
C. HEAKINS

DRAWING No.
17MB0938-CIO26-101
0 GENERAL NOTES /
1. SEE SHEET 17MB0938-CIO21-101 FOR ADDITIONAL GENERAL NOTES.
PAVING NOTES
I
1. ALL PAVING SHALL CONFORM WITH NORTH CAROLINA D.O.T.
SPECIFICATIONS. OjO� FLMINE ROAD
2. BASE FILL MATERIAL SHALL CONSIST OF A MIXTURE OF 75%REJECTS N:571,285.03
AND 25%SAND TAILINGS. ROADS&TRUCK APRON: 12"THICK. YARD E:2,645,114.47
PAVING: 6"THICK. \
3. SUBBASE MATERIAL SHALL BE COMPACTED SAND TAILINGS. ROADS& \ \
TRUCK APRON: 6"THICK. YARD PAVING: 6"THICK.
4. EXISTING SOIL SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY \ \ \
PER ASTM D1557. SUBBASE SHALL BE COMPACTED IN 6" LAYERS TO
DENSITY NOTED ABOVE, BASE SHALL BE COMPACTED IN 6"LAYERS. -
- - - - - - - - - - -EACH LAYER SHALL BE COMPACTED TO 100%MAXIMUM DRY DENSITY \ \ \
PER ASTM D1557. \ \ \ \
5. MOISTURE CONTENT OF SOIL SHALL BE WITHIN 2%OF OPTIMUM. \ /\
6. ALL SOIL AND PAVING WORK SHALL BE INSPECTED AND TESTED BY THE \ \ \
APPROVED TESTING LABORATORY. \ \
7. TOP OF PAVING ELEVATIONS SHALL BE WITHIN 1/4"OF THE ELEVATIONS
SHOWN ON THE PLAN. o \ \ 3 \ \
0 30
o \ rn !ir
c \ \ \ 30, �
\ \
m \
m \
KEYNOTES
OINSTALL HIGHWAY GRADE CROSSING ASPHALT PAVING, SEE DETAIL#2, DETAIL SHEET 17MB0938-CI029-103. > \
2OHAUL ROAD-CONCRETE APRON, SEE DETAIL#3, DETAIL SHEET 17MB0938-CI029-103.
3OHAUL ROAD-GRAVEL OR MINED OVERSIZED MATERIAL,SEE DETAIL#1, DETAIL SHEET 17MB0938-CI029-103. m
s !As ► #�
.f
O . .
}
Uj Of x
— — — x— — — — — — — — — — — — — — — — — — —
m m I I I_I I ILL �I ®I O m I I I I I I I I I I I I I 1 1 1 1 1 1 1 I
} l�f 117 1 YT I I I I I I I I ITTf T7 i f �T�TT TT1
J �
Oow _t � a
00 m 1 .'.. , : � . 1 0cr
z
A.C
m D • /
wzT7 ,
cnmD \
�;0
z -< m \ \
M - \ \ 3 \ \ 4MINEROAD / AV to 1 /
/ N:571,083.30
X Z 0 \ \ \ \ E:2,645,122.04 .® 1
m \ 30,
30, ties
:0
41
\ \ PLAN PREPARED BY OUTSIDE PARTY-SUBMITTED TO NS D&C FOR REVIEW.
❑ PLAN PREPARED BY NS D&C USING INFORMATION PROVIDED BY OTHERS.
\ Cl PRELIMINARY PLAN- APPROVED BY NS TRANSPORTATION ON.
\ ❑ APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS D&C ON:
MATCHLINE SEE SHEET 17MB0938-CIO26-201 \ \
�+ NORFOLK
SOUTHERN
NORFOLK SOUTHERN RAILWAY CO.
\ / CpIPANY
11 \
\ OPEAAINC pNgON
ADFFICE mudfA1EEB - DfSDN AND CONSIBUDlip1 - ARANTA CA
N
EXISTING CONDITIONS LEGEND PROPOSED LEGEND BY
0 20' 40' 60, Poo
VIM
RIGHT-OF-WAY '?: HAUL ROAD - CONCRETE 1"=20'
u wow w+D NuwecR
���� HAUL ROAD - GRAVEL OR MINED
EDGE OF NS RAILROAD TIE A�
OVERSIZED MATERIAL SEAL
RAILROAD CENTERLINE LI-LL-J RAILROAD CENTERLINE " 1 ICAO O '" ,
-i-(-
HAUL ROAD - HIGHWAY GRADE DR. Z. ZOLVINSKI DATE
�FESS/o':Dy'
:QQ
CROSSING _
JACOBS DSGN. Z. ZOLVINSKI _ SEAL
�- CROSSING MARKER = 35598 -
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA CK. Z. ZOLVINSKI
Ph: 919.859.5000 FAX: [phone] DL Z. ZOLVINSKI JOB NO. 17MB0938
NORTH CAROLNA ENGINEERING FIRM LICENSE NO. F-0287
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757
CAD FILE NO. 17MB0938-CI026-101.DWG 03/09/2022
DRAWN DRAWING TITLE ENGINEERING DATE
Z. ZOLVINSKI REFERENCE DRAWINGS JOB NO.
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS 17FFTLOI SCALE
Z. ZOLVINSKI Vutrien AS NOTED
APPROVED NORFOLK SOUTHERN & DUKE ENERGY CROSSING
0 03-09-22 ISSUE FOR CONSTRUCTION ZZ ZZ ZZ CH Z. ZOLVINSKI SITE PLAN DRAWING NO.
APPROVED Deeding the Future TM 17MB0938-CIO26-101
NO. DATE ISSUE / REVISION BY CHK. APP. APP. C. HEAKINS

DRAWING NO.
17MB0938-CIO26-201 MATCHLINE SEE SHEET 17MB0938-CIO26-101 \
(LMINE ROAD
\ \ \ \ N 570 9911"59
GENERAL NOTES \ \ E:2,645,125.49
1. SEE SHEET 17MB0938-CIO21-101 FOR ADDITIONAL GENERAL NOTES.
2. ALL ROADS INSIDE CONSTRUCTION AREA WILL INCLUDE A BERM AT LEAST MID-AXLE HEIGHT OF \
THE LARGEST VEHICLE USING THE ROAD WHERE ROLLOVER POTENTIAL EXISTS.
PAVING NOTES \ \
1. ALL PAVING SHALL CONFORM WITH NORTH CAROLINA D.O.T.
SPECIFICATIONS.
2. BASE FILL MATERIAL SHALL CONSIST OF A MIXTURE OF 75%REJECTS \ \
AND 25%SAND TAILINGS. ROADS&TRUCK APRON: 12"THICK. YARD \ \ \
PAVING: T THICK.
3. SUBBASE MATERIAL SHALL BE COMPACTED SAND TAILINGS. ROADS& \
TRUCK APRON: 6"THICK. YARD PAVING: 6"THICK. \ \ \/ \ \ PCS PHOSPHATE
4. EXISTING SOIL SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY / COMPANY INC DB
PER ASTM D1557. SUBBASE SHALL BE COMPACTED IN 6"LAYERS TO PCS PHOSPHATE \ \ 1024 PG 588
PHATE
DENSITY NOTED ABOVE. BASE SHALL BE COMPACTED IN 6"LAYERS. COMPANY {NC DB \ \ \ COMPANPCS Y INC DB
EACH LAYER SHALL BE COMPACTED TO 100%MAXIMUM DRY DENSITY 11024 PG 588 \ \ / / 11024 PG 588
PER ASTM D1557. 30 \ \ \
5. MOISTURE CONTENT OF SOIL SHALL BE WITHIN 2%OF OPTIMUM. \ 'p,�/ \
6. ALL SOIL AND PAVING WORK SHALL BE INSPECTED AND TESTED BY THE e\
APPROVED TESTING LABORATORY. \ \ �.0'
7. TOP OF PAVING ELEVATIONS SHALL BE WITHIN 1/4"OF THE ELEVATIONS \ \
SHOWN ON THE PLAN. Bob
\ \
EXISTING CONDITIONS LEGEND
RIGHT-OF-WAY \ \ \ \
C!L OF ROAD
ADJACENT PROPERTY LINE
\ \ \ \
5 \
\ \ \ INTERSECTION
I \ \ \ (LMINE ROAD/
4.SR33 7
O \ \ \ N:570,745.14
\ \ \ E:2,645,134.76
b \ If
\
PROPOSED LEGEND - - _ _„ —-:_ _�11(r._�rl xw. ti ,__\ \ - -- - -- - - -
— -
Co
HAULROAD-CONCRETE _ _
\ HAUL MATERIAL
ROAD
TE R MINED —
2
OVERSIZED MA / N
STEEL ENCASEMENT PIPE, BORE &JACK
—�] INTERSECTION LIGHT POLE • \ \ \ \
1 ROAD SIGN
\ ^ \ \
ap,p. \
7 \ Ak-
30.0, 7 /
N \ \ \
KEYNOTES
ROAD-GRAVEL OR MINED OVERSIZED MATERIAL,SEE DETAIL#1,SHEET 17MB0938-C1029-103.THE
O APPROACH(50')TO THE CONCRETE SECTION SHALL BE CLEAN STONE ON BOTH NORTH AND SOUTH SIDES. \ \ \
\ vi
OREPLACE PAVEMENT PER NCDOT SPECIFICATIONS. \ \ \ LAN CL'ALiTY
O LIGHT POLE(TYP.).REFER TO UTILITY PLAN,SHEET 17MB0938-CI024-201. \ \' \ \
\ / N
OROAD SIGN(TYP.).REFER TO SIGNAGE PLAN,SHEET 17MB0938-CI026-202.
OFUTURE PAD(BY OTHERS). \
\ \ \ \ \
OFUTURE GUARD BUILDING(BY OTHERS). 3 \ \ /
\ \ \ \
7 FUTURE FENCE(BY OTHERS). \
rLMINE ROAD \ /N:570,615.23 0 20' 40' 60'
\
E:2,645,139.64 , 1"=20'
SEAL "\\"'%uCAR
?,\HA .....O!/L%
DR. Z. ZOLVINSKI DATE 01/20122 ' Q `• '
SEAL
JACOBS DSGN Z ZOLVINSKI 03559
CK. Z. ZOLVINSKI
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA �Y \
Ph: 919.859.5000 FAX: [phone] 0011 z1111\0
NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL Z.ZOLVINSKI JOB NO. 17MB0938
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-CIO26-201.DWG 03/09/2022
DRAWN DRAWING TITLE ENGINEERING DATE
Z. ZOLVINSKI REFERENCE DRAWINGS JOB NO 01/20/22
CHECKED MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI Alutrien TM 17M60938 AS NOTED
APPROVED
NCDOT STATE ROAD 33 ROW CROSSING
0 03-09-22 ISSUE FOR CONSTRUCTION ZZ ZZ ZZ CH Z. ZOLVINSKI TM DRAWING NO.
APPROVED Audi 1 the Ftuure 17MB0938-C1026-201
SITE PLAN
NO. DATE ISSUE/ REVISION BY CHK. 4PP. APP. C. HEAKINS 9

DRAWING No.
17MB0938-CIO29-102
0
EXISTING SLOPES
VARIES
NOI E:REMOVE SEDIMENT ACCUMULATION
FROM BEHIND CHECK DAMS TO PREVENT
0.76 MIN DAMAGE TO CHANNEL VEGETATION.FLOW
I I I - SHOULD BE MAINTAINED THROUGH THE DAM.
:
. I I
w KEYED RIP RAP
a
I I #5 WASHED STONE
FRONT VIEW T " 1.5
FILTER FABRIC 1.0'
TOP ELEVATION OF STORMWATER 0.5'-1'
#5 WASHED 2 MAX <
STONE 1 COMPACTED BACK FILL COMPACTED BACK FILL
m
�ISTINGUNp
IhLTER FABRIC I I I I—II \
CLASS B RIP-RAP UNDISTURBED \
STEP SEQUENCE 4-6 FEET TRENCH WALL ` \ UNDISTURBED
Y \ TRENCH WALL
SIDE VIEW
CONSTRUCTION SPECIFICATIONS 1 \
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. 6„
2. KEEP THE CENTER STONE SECTION AT LEAST 91NCHES BELOW NATURAL GROUND LEVEL WHERE THE \ TOP OF PIPE INITIAL
DAM ABUTS THE CHANNEL BANKS. y l ` BACKFILL
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND \ SPRING LINE \ EMBEDMENT
THE ENDS OF THE CHECK DAM. \ T OF PIPE MATERIAL
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE HAUNCH.- EMBEDMENT HAUNCHING
MATERIAL
SAME AS THE TOE ELEVATION OF THE UPPER DAM. T
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE 4" BEDDING MINIMUM 6" MINIMUM BEDDING
EROSION. 1
6- MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL,SUCH AS CULVERT ENTRANCES BELOW THE CHECK
DAMS,ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
STANDARD 37DDING uVG
MAINTENANCE:
'-OR 3 TC ' 4 _ " c r`R ' 4 =T
NOTES:
INSPECT CHECK DAMS AND CHANNELS DAILY AND REPAIR,AS NECESSARY FOLLOWING EVERY 1. PIPE INSTALLATION SHALL BE AMERICAN CONCRETE PIPE ASSOCIATION STANDARD INSTALLATION TYPE 1 BENEATH RAIL
RAINFALL EVENT OF GREATER THAN 1/2"WITHIN A 24HR PERIOD.CLEAN OUT SEDIMENT,STRAW, SUBBALLAST AND HAUL/INSPECTION ROADS AND TYPE 3 IN ALL OTHER LOCATIONS.
LIMBS,OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. 2. TRENCH EXCAVATION TO BE IN ACCORDANCE WITH OSHA REGULATIONS, 29 CFR 1926 SUBPART P.
3. TRENCH WALLS MAY DIFFER FROM WHAT IS ILLUSTRATED ABOVE AND WILL BE BASED ON SOIL CLASSIFICATION. SLOPING
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH AND/OR BENCHING OF TRENCH WALLS TO BE IN ACCORDANCE WITH OSHA REGULATIONS, 29 CFR 1926 SUBPART P, APPENDIX
FLOWS AROUND THE EDGES OF THE DAM.CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT B.
EROSION OCCURS BETWEEN DAMS,ADDITIONAL MEASURES CAN BE TAKEN SUCH AS,INSTALLING A 4. TRENCH BOX DESIGN IS BY CONTRACTOR, AS NECESSARY.
PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL(PRACTICE 6.31,RIPRAF-UNE AND 5. EMBEDMENT MATERIAL SHALL BE CLEAN, COl1RSE GRAINED SOILS: SW, SP, GW, GP OR ANY SOIL BEGINNING WITH ONE OF
PAVED CHANNELS). THOSE SYMBOLS WITH 12% OR LESS PASSING 0200 SIEVE.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAE TO 6. HAUNCH AND OUTER BEDDING MINIMUM STANDARD PROCTOR DENSITY SHALL BE:
Cy
6.1. 95% FOR TYPE 1 INSTALLATION
CHANNEL VEGETATION,ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK NAM,AND 6.2. 85% FOR TYPE 3 INSTALLATION
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.ADD STONES TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
DsK CHECK DAM 2 STANDARD PIPE BEDDING
N.T.S SCALE: N.T.S
-- 4k
VARIABLE z
DRIVEWAY WIDTH 0U)
6:1 OR FLATTER SLOPE Z Fa-_ �
H 2 O .
DRIVEWAY PIPE OLL JO a =Z
TRAILING APPROACH W Q Z
F UQOC=y
DRIVEWAY PIPE TYPICAL SECTION a= F-
ZLU
GRADE CROSSING END TREATMENT DIMENSIONS cn F-LL O_J
cc(CROSSBUCK)SIGN o o�cr
R15-1 REINFORCED EDGE D L W THICK. GAGE z H
>
48"X9" FULL LENGTH OF END a_15
A SECTION AND TOE PLATE " 2'-6 1 '-9" 16 MIN. w o
G •rO q 1 OR " ' " 'SLOPE_ 1g 4 _0 2 -0" 16 MIN. �
" FLATTER_ _ _ - Lu
LOOK SIGN 6" MAX' 24" 7'-0" 2'-6" 16 MIN. H
R15-8 6 - ' a
36"X18" _ 1 r— D c
It
Z N
LOOK TOE PLATE PIPE FITTING RDTO C) G
SECTION
PIPE SECURELY HOLD SECTION U- ~
L 'RLO
z LU T
W
11 TOE PLATE SIDE VIEW N m
O n PLAN PREPARED BY OUTSIDE PARTY-SUBMITTED TO NS D&C FOR REVIEW.
ISOMETRIC VIEW m ❑ PLAN PREPARED BY NS D&C USING INFORMATION PROVIDED BY OTHERS
2"WHITE OR RED O Z Z ❑ PRELIMINARY PLAN- APPROVED BY NS TRANSPORTATION ON
RETROFLECTIVE STRIP Q W O ❑ APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS D&C ON:
6 ON FRONT PIPE Q a U NORFOLK
MIN s" MAX. Q a U) SOUTHERN
Li
D ° NORFOLK SOUTHERN RAILWAY CO.
J LLj aMrm:c caw,wr
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3 DR. K. BARTON DATE 01/21/22 :`Q� �pl
SCALE: N.T.S CORRUGATED METAL PIPE FLARED END SECTION CMP FES
4 JACOBSSEAL
DSGN. H. BANKS _ 35598
SCALE: N.T.S CK. Z. ZOLVINSKI
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA
Ph: 919.859.5000 FAX: [phone] DL Z. ZOLVINSKI JOB N0. 17MB0938qRV ZCL`
NORTH CAROUNA ENGINEERING FIRM UCENSE NO. F-0287 �nnlnw���
NORTH CAROUNA ARCHITECTURAL FIRM REG. NO. 50757 02/23/2022
CAD FILE NO. 17MB0938-CI029-102.DVVG
DRAWN REFERENCE DRAWINGS DRAWING TITLE ENGINEERING DATE JOB NO.
K. BARTON lutrien
01/21/22
Th,
CHECKED MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI , 17MB0938
APPROVED SITE DETAILS AS NOTED
0 02-23-22 ISSUE FOR CONSTRUCTION KB ZZ ZZ CH Z. ZOLVINSKI TM DRAWING NO.
NO. DATE ISSUE REVISION BY CHK. APP. APP. APPROVED Feeding the Future C. HEAKINS 17MB0938-C1029-102

DRAWING No.
17MB0938-CIO29-103
0
PLAN 7-5
PORTLAND CONCRETE
#5 @ 6"EACH WAY T&B CEMENT(PCC)
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8" COMPACTED REJECTS [ Rr - a5. 96 °° Vs: I,,, �T /,/i,/i,/ /i,/i,/i,/i,/i,/i,/i,/i,//,/i, /,/i,/i,/i,/i,/i,/i, //,/i,//
DOWELS AS REQUIRED
° " . IIII "r a,I ` 5 rv; sy, `i 6� ' r,• "' COMPACTED SUBGRADE
LJ I I ° - -- - I I I,[. 1,1 1 . I
I I r O O
AGGREGATE BASE C OURSE
(95/ COMPACTION) °COMPACTION)
� r1 r AlnI R,11ri— ° In la b' n n'
O l l - .
0 0 0 0 0 0 0
H Avar m�.'vc NOTES:
+ ` _m— _ "r U l h AN01[ CROSSING rvoTcs
I I—I I I I I III I I I—I_ I I—I_ I I—I I I—I I' 11 e. b .. d a d G
\I— �rIKIN+ AI I ll,y oAA1 ' ,. 1. ALL CONCRETE SHALL BE 4000 PSI AIR ENTRAINED IN ACCORDANCE WITH ACI 330R-08.
COMPACTED SUBGRADE o1omt,+ ton Id P+n ,P r P °
nn ,I for uo^ a Lt• I a, I. -snml o +o now oomp,.:+,d as 51 �o.d oon„ol a r n ,.,
Plate• an oY 2. CABC STONE TO BE COMPACTED TO 98%ASTM D-698 MAXIMUM DRY DENSITY.
m for j-`-Gh .s Per to n"d,lvr.'G ir�i ner. Y b P 0 G
lldl
�. Wn. Y L d - n k
rn Pol
tor cou,focti- of owog d ro ' 3. SUBGRADE IN CUT AREAS SHALL HAVE THE TOP FOOT SCARIFIED AND RECOMPACTED
ao n
TENSAR BX-1100 GEOGRID -
In P ° n r oY TO MEET 95%OF THE ASTM D-698 STANDARD DENSITY.
I.r .
S+ d d 11, o. ou r b ly, . ..yam.
r%. 23/s z'/" w PI r -m b PI a s -
NOTES: 6'°°5O ` ' I� 4. SUBGRADE IN FILL AREAS SHALL BE COMPACTED TO AT LEAST 95%OF STANDARD PROCTOR
O1 1�I, ,ij °" f r s ''Y MAXIMUM DRY DENSITY AT A MOISTURE CONTENT WITH+/1 3 PERCENTAGE POINTS OF THE
` V u - Ni,hiw y I If� ������N,I'I�oo oWI I°sl ,e,n l(anncY o Tr ;�w NORW SOUTHERN RAILWAY COMPANY
1. COMPACTED REJECTS TO BE COMPACTED TO 98% comp A, d -* b b OPTIMUM MOISTURE CONTENT.
o.w
ASTM D698. DRY DENSITY. COMPACTED REJECTS HIGHWAY GRADE CROSSING
SHALL MEET NCDOT STANDARDS & ado gax owoow ww ASPHALT PAVING 5. COMPACTED SUBGRADES TO BE PROOFROLLED USING A LOADED DUMP TRUCK TO CHECK FOR
SPECIFICATIONS. �b 6.1I lcis, 6 , ''` ` ' " A'- LOCAL AREAS OF CONCERN.AREAS SHOWING RUTTING GREATER THAN 1 INCH OR PUMPING
Vsr c IDN n n °'" " °ss"'u JANUARV 7995 DURING PROOFROLLING SHOULD BE EXAMINED BY A GEOTECHNICAL ENGINEER OR
r, w b < +
2. SUBGRADE TO BE COMPACTED TO 95% DRY
�"" REPRESENTATIVE TO DETERMINE REPAIR APPROACHES.
DENSITY PER ASTM D968. SUBGRADE IS TO BE I SLOPED AS PER SURFACE GRADES. 6. JOINT SPACING SHALL BE PER ACI 330R.MAX, SPACING SHALL BE 10'-0"FOR CONTRACTION
JOINTS.
GRAVEL SURFACE NORFOLK SOUTHERN AT—GRADE CROSSING DETAIL CONCRETE APRON TYP. SECTION
SCALE: N.T.S 2 SCALE: N.T.S
3 SCALE: N.T.S
I
PIPE OUTLET CONDITIONS
Y w
d4PLAN
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
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SECTION A—A FFTER CLOTH NET IN 6"-91; RECOMI6:NDE0 FOR ENTIRE PERBIETER
A
4 T
A 3dG(MIN.)
dG
PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN VIEW
LN
az —.
d
SECTION A-A
FD.TER CWm KEY RI 6`-V. RECOMMENDED FOR ENTIRE PRRORTTER PLAN PREPARED BY OUTSIDE PARTY-SUBMITTED TO NS D&C FOR REVIEW.
NOTES: 1. APRON LRHNG MAY BE RIPRAP, GROUTED RPRAP. GABION ❑ PLAN PREPARED BY NS DEC USING INFORMATION PROVIDED BY OTHERS.
BASKET, OR CONCLENGTH
F PRELIMINARY PLAN- APPROVED By NS TRANSPORTATION ON:
2, L IS THE LENGTH OF THE RD'RAP APRON AS ION AND
SE
USING FIGURE DESIGN
OR 6.066 FROM NO EROSION AND SEDIMENT CONTROL
APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS DEC ON:
PLANNING AND DESIGN MANUAL
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
MgLft NORFOLK
MAINTENANCE SOUTHERN
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT Q' INCH OR GREATER) RAINFALL NORFOLK SOUTHERN RAILWAY CO.
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES
HAVE BEEN DISLODGED, IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
OFFICE OF HIE 0*7 EIIOEEltt—DOM AMO CIIII&T IDTIM—ATIAMTA,OA
INDUSTRY ADDRESS: REV r
A
4 RIP RAP APRON NUTRIEN AURORA PHOSPHATE
1530 NC HIGHWAY 306 S "00 IME
SCALE: N.T.S AURORA, NC 27806 VRN
AE
FAR PASO
SEAL
CAR0
DR. H. BANKS DATE 01/21/22
JACOBS L
DSGN. H. BANKS 35598 =`
CK. Z. ZOLVINSKI
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA
Ph: 919.859.5000 FAX: [phone] 'ii 4 •••••••\l�
NORTH CAROLINA ENGINEERING FIRM LICENSE N0. F-0287 DL Z. ZOLVINSKI JOB NO. 17MB0938 a R IIZIIH10\0
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 02/23/2022
CAD FILE N0. 17M60938-CI029-103.DWG
DRAWN REFERENCE DRAWINGS DRAWING TITLE
H. BANKS ENGINEERING DATE JOB NO. 01/21/22
CHECKED jklutrien
TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI 17MB0938
APPROVED SITE DETAILS AS NOTED
0 102-23-221 ISSUE FOR CONSTRUCTION HB ZZ ZZ CH Z. ZOLVINSKI ,n TM DRAWING NO.
NO. DATE ISSUE /REVISION BY CHK. pp, qpp. APPROVED FeedI/ / the Future
C. HEAKINS 9 17MB0938-CIO29-103

DRAWING No.
17MB0938-CIO23-101
0 /
1 /
If
GENERALNOTES
1. SEE SHEET 17MB0938-CI021-101 FOR ADDITIONAL GENERAL NOTES. \
2. THE BOUNDARY OUTLINED BY THE MINE PERMIT BOUNDARY(MPB).LINE DEFINES THE AREA WITHIN THE PCS _
PHOSPHATE COMPANY INC.401/404 MINE CONTINUATION PERMITS.PROJECT AREA TO THE NORTH OF THE MPB FALLS 100' DUKE ENERGY ESMT
COMPLETELY WITHIN NC MINING PERMIT#'07.01 YASP
•
EROSION CONTROL NOTES E OHE OHE -- - OHE OHE OHE OHE OHE E OHE O E OH OHE --�- OH OHE 0H�,E HE, OHF OHE-----*O#-p7- OHE OHE OHE OHE --
1. EROSION CONTROL PRACTICES SHALL BE IN COMPLIANCE WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS.THE CONTRACTOR
SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO PUBLIC l ' \ J / / 1. .-•
ROADS.ALL MATERIALS DEPOSITED ONTO PUBLIC AND PRIVATE ROADS SHALL BE REMOVED IMMEDIATELY. CONSTRUCTION ENTRANCES
SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED PRIOR TO COMMENCING GRADING ACTIVITIES AND MAINTAINED TO
ANS
RETAIN SEDIMENT WITHIN THE BOUNDARIES OF DISTURBANCE PER IORTOHE COMMESION NCING
DING OHE--- OHE OHE OHE OHE OHE OHE O E H OF#E OHE OH -- t�HE OHF \ E OHE pH 41HE H OHE---*WE� OHE OHE OHE OHE---
TROL P
3. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT AND REMOVE THE DEPOSIT OF SILT OUTSIDE THE DISTURBANCE 1 / \ \ \ / \ \ �� ®•
AREA.
4. MAINTAIN SOILS SUITABLE FOR FILL SEPARATE FROM TOPSOIL AND OTHER UNSUITABLE SOILS. ADDITIONAL SOILS SHALL BE IMPORTED / \ \ L
FROM APPROVED/PERMITTED FACILITIES AS NEEDED. \ J
5. PLACE SPOILS IN OWNER-APPROVED LOCATION.SPOILS PILE SLOPES SHALL BE FLATTER THAN3:1 IF REQUIRED,PERFORM THE — OHE OHEOHE OHE OHE OHE OHE 0 jOHE O E �-QHE OH HE O E — OHE OHE OH 11 E OHE OHE OHE OHE
FOLLOWING EROSION CONTROL MEASURES:FIRM UP SPOILS WITH TRACK-MOUNTED EQUIPMENT.INSTALL SILT FENCE AROUND ENTIRE \ \ •
PERIMETER OF EACH SPOILS PILE.UPON COMPLETION OF SPOILS PLACEMENT,SEED AND FERTILIZE ALL DISTURBED AREAS AND \ _
EXPOSED EARTH (SEE SEEDING NOTES). J ' •• •
DE-WATERING NOTES � � ° �
MPB MPB MPB MPB �� MPB MPB MPB B PB P��� B � ++ MPB f, M_P6���'jv1P M B MPB MPB MPB MPB B MPB MPB LMMPB ��■ MPB MPB
1. WATER ACCUMULATED IN THE LAUNCHING PITS ON THE NORTH SIDE OF RAILROAD TRACKS WILL BE CONVEYED NORTH INTO THE ^ . �®
,' f a.
EXISTING MINE PERMIT AREA NORTH OF THE BAILEY CREEK DIVERSION. .� 60' NORFOLK SOUTHERN ROWI100' DUKE ENERGY ESMT
2. WATER ACCUMULATED IN THE RECEIVING PITS ON THE SOUTH SIDE OF THE RAILROAD TRACKS WILL BE CONVEYED VIA A PUMP/SILT BAG i
/
SYSTEM INTO THE EXISTING TRACKSIDE CHANNEL PRIOR TO JACK AND BORE CASINGS INSTALLED BENEATH THE TRACKS
3. UPON CONSTRUCTION OF THE FIRST CASING BENEATH THE RAILROAD TRACKS,WATER ACCUMULATED IN ALL RECEIVING PITS ON THE � Op - J 6 l
SOUTH SIDE OF THE TRACKS WILL BE CONVEYED NORTH THROUGH THE CASING AND INTO THE EXISTING MINE PERMIT AREA NORTH OF
THE BAILEY CREEK DIVERSION. r
4. SILT BAG SHALL BE IN ACCORDANCE WITH NCDOT BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES. CO ° Y -
i
14
6 ' ' f °
EXISTING CONDITIONS AND DEMOLITION LEGEND ' 17.00 4 s`
MPB MINE PERMIT BOUNDARY Q — - - r ,
• �
f - F _.�< • ° _ ao _ _ �_ c _ _ = _ _ _ - _"_60' NORFOLKSOUTHER_N R_OW VARIABLE_WI D_TH DUKE ENE GY
R_ _
T
�, ,
EXIST. ELEV. CONTOUR —S SF SF SF SF SF SF SF Sf
SF SF SF SF SF—SF- 6 64? 2EXIST. HALF ELEV. CONTOUR
•1
a 2
OHE OVERHEAD ELECTRIC s. I
•„ _ -- �` � ?'•c OHE ---- OH OHE OH E OHE �H� OHE OHE OHE - OHE -- OHE --- --
_ - - OHE OHE OHE OHE OHE H OHE O�iE ONE'. \9kE ,tea
RIGHT-OF-WAY
4
NS RAILROAD CENTERLINE / v - / �/ / • /
v v
ADJACENT PROPERTY LINE z )HE ;,H,F - -f p OHE --- O E - - �\ O i - OHE OHE 4- 0
H" C OHE OHE OHE OHE OHE --
r ri - -- OHE OHE -- \r -..-..__ OH ONE - —
J J U
— - EDGE OF NS RAILROAD TIE / ' o \ \ \ \ I .. • CID
\ \ / 2
12 14' EXIST. SPOT ELEV. / 4 \ / 1 •
;HE - E -- OHE ---- OHE -' OHE Er O OHE - OF!E - O -� E O E OHE O OHE O OHE � OHE OHE' OHE OHE OHE OHE - OHE --
PROPOSED CONDITIONS LEGEND / \ \ \ \ •• • /
VARIABLE WIDTH DUKE EN GY ES
SF SILT FENCE \ � \ ! �•
DITCH / (AS NEEDED) ' \ \ \ \
2 \ / 14 .Ra
10 ELEV. CONTOUR
/, 4
2 ' \ / \ \-10.5 HALF ELEV. CONTOUR /�/ / \ PLAN PREPARED BY OUTSIDE PARTY-SUBMITTED TONS D&C FOR REVIEW.
PLA
EPARED BY
S D&C USING
NFORMATION PROVIDED
ENCASEMENT PIPE, BORE &JACK 4 / O // \ \ \ \ / / ❑ PRELIMINARY P PLAN NA PROVED BY O TRUCTI N B ION D&C OTHERS.
\ MATCHLINE SEE SHEET 17MB0938-CIO23-201 APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS DBC ON:
ENCASEMENT PIPE, TRENCH / \ \ j` \ � NORFOLK
.. °:" FUTURE ENCASEMENT PIPE, / \ I i SOUTHERN
BvoTHER / \ \ y \ NORFOLK SOUTHERN RAILWAY CO.
STORM DRAIN PIPE
SFO OPERI DIM"
TEMPORARY SILT FENCE OUTLET / / // ' \ \ WFICE OF THE airs vIMM-DESM AND caxsmucnan- ARMTA,a.
TEMPORARY CHECK DAM KEYNOTES N .Y
PROP. NS RAILROAD CENTERLINE 0 MINE PERMIT BOUNDARY.SEE GENERAL NOTE 2. 0 20' 40' 60' pop MIX
YRN
OTEMPORARY SILT FENCE,SEE DETAIL#1,SHEET 17MB0938-CI029-101. 1"=20' VAi SEC TWA—P FU
nEPM FAIL 17
O3 TEMPORARY SILT FENCE OUTLET,SEE DETAIL#3,SHEET 17MB0938-CI029-101. SEAL
OTEMPORARY CONCRETE WASHOUT,SEE DETAIL#2,SHEET 17MB0938-CI029-101. °uu CAR " ii
5O TEMPORARY STAGING AREA. DR. K. BARTON DATE 12/22/212 � _
TEMPORARY CHECK DAM(AS NEEDED),SEE DETAIL#1,SHEET 17MB0939-CI029-102. BS DSGN. Z. ZOLVINSKI _ SEAL
5598
CK. Z. ZOLVINSKI
111 CORNING ROAD, SUITE 200, CAPY, NC 27518 USAFAX:Ph:
NORTH9.859.5 00 ENGINEERING SFIRMSLICENSE N0. F-0287 DL Z.ZOLVINSKI JOB NO. 17MB0938 s gRYIIII IpL IlwAil\ \
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-CI023-101.DWG 03/09/2022
DRAWN REFERENCE DRAWINGS DRAWING TITLE ENGINEERING DATE 12/22/21
K. BARTO_N
CHECKED illutrieTMNORFOLK SOUTHERN & DUKE ENERGY ROW CROSSING MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI 17M60938 AS NOTED
APPROVED TM
0 03-09-22 ISSUE FOR CONSTRUCTION KB ZZ ZZ CH Z. ZOLVINSKI EROSION CONTROL PLAN
DRAWING NO.
NO. DATE ISSUE REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-CIO23-101
C. HEAKINS

DRAWING No.
17MB0938-CI023-102
0
4 �
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400—LF 60" CMP, CULVERT BOTTOM INV = 7.00
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(2) 400—LF 48" CMP, CULVERT BOTTOM INV ?.00
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r
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ti MATCHLINE SEE SHEET 17MB0�8-C1023-101 6 �` - ✓ _ �-� ✓V�^ r — �
vwwe�Ewmmwxe
DUKE EASEMENT - - --�F — - - — - - - - \� - - - - — � — - - — m
— — — ) �-.+v- ,<�rrint�� .�U i...v�r,.2 '' oU.,ih, LD TO NS D&C FOF ar-✓'L.V.
\\ �a ❑ PLAN PREPARED BY NS D&C USING INFORMATION PROVIDED BY OTHERS.
�✓f \/ fi
r \ \ A ❑ PRELIMINARY PLAN APPROVED BY NS TRANSPORTATION ON
/ , \\ /I \ r `�.� \ , ❑ APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS D8C ON:
I lfK:3/ /
//
EXISTING CONDITIONS AND DEMOLITION LEGEND PROPOSED CONDITIONS LEGEND GENERAL NOTES /!_'r NORFOLK
MPB MINE PERMIT BOUNDARY BAILEY CREEK DIVERSION RE-ROUTE. 1. SEE SHEET 17MB0938-CIO21-101 FOR ADDITIONAL GENERAL NOTES. SOUTHERN
EXIST. ELEV. CONTOUR <== INTERNAL WATER SYSTEM CANAL RE-ROUTE 2. THE BOUNDARY OUTLINED BY THE LIMITS OF DISTURBANCE(LOD). LINE DEFINES THE AREA WITHIN THE PCS KEYNOTES NORFOLK SOUTHERN RAILWAY CO.
PHOSPHATE COMPANY INC.401/404 MINE CONTINUATION PERMITS. PROJECT AREA TO THE NORTH OF THE LOD owxec wwr wr
- - EXIST. HALF ELEV. CONTOUR SF SILT FENCE FALLS COMPLETELY WITHIN NC MINING PERMIT 907.01. O , DFVAM
1 MINE PERMIT BOUNDARY.SEE GENERAL NOTE 2. W W aaEr ENCINM-omai um mr smucnw- Anu+*s cw
OHE OVERHEAD ELECTRIC DITCH EROSION CONTROL NOTES /V � '
10 ELEV. CONTOUR 2O TEMPORARY SILT FENCE,SEE DETAIL#1, SHEET 17M60938-CI029-101. REV
RIGHT-OF-WAY "c`'gNED B1" 7°"
1. EROSION CONTROL PRACTICES SHALL BE IN COMPLIANCE WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS.THE
NS RAILROAD CENTERLINE 0.' HALF ELEV. CONTOUR CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE DEPOSITION OF O TEMPORARY CHECK DAM, SEE DETAIL#1,SHEET 17MH0939-CI029-102. 0 50' 100' 150' mf TME
I i i I 1 ( I I I MATERIALS ONTO PUBLIC ROADS.ALL MATERIALS DEPOSITED ONTO PUBLIC AND PRIVATE ROADS SHALL BE REMOVED �+
ADJACENT PROPERTY LINE
ENCASEMENT HIPE, BORE&JACK IMMEDIATELY. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION 1"=50' vw gc
MR WE 9w, ENCASEMENT IPE, TRENCH PROJECT. we o 1E
EDGE OF NS RAILROAD TIE 2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED PRIOR TO COMMENCING GRADING ACTIVITIES AND
' FUTURE ENCASEMENT PIPE, BY OTHER MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF DISTURBANCE PER THE EROSION CONTROL PLANS. SEAL `o0%I 11111 CARD/
12.. 14 EXIST. SPOT ELEV. 3. DISTURBANCE CONTRACTOR
SHALL TAKE APPROPRIATE MEASURES TO PREVENT AND REMOVE THE DEPOSIT OF SILT OUTSIDE THE `p�O�C•„ SS/•��y,��
ip''OFE
EXISTING BAILEY CREEK DIVERSION STORM DRAIN PIPE 4. MAINTAIN SOILS SUITABLE FOR FILL SEPARATE FROM TOPSOIL AND OTHER UNSUITABLE SOILS. ADDITIONAL SOILS ;'QQ �(
SFO TEMPORARY SI�T FENCE OUTLET SHALL BE IMPORTED FROM APPROVED/PERMITTED FACILITIES ASNEEDED. DR. K.BARTON DATE 12/22/21 B SEAL c
5. PLACE SPOILS IN OWNER-APPROVED LOCATION.SPOILS PILE SLOPES SHALL 8E FLATTER THAN 3:1. IF REQUIRED, ���®� DSGN. Z.ZOLVINSKI 03559
TEMPORARY CHECK DAM PERFORM THE FOLLOWING EROSION CONTROL MEASURES:FIRM UP SPOILS WITH TRACK-MOUNTED EQUIPMENT.
sr INSTALL SILT FENCE AROUND ENTIRE PERIMETER OF EACH SPOILS PILE.UPON COMPLETION OF SPOILS PLACEMENT, CK. Z.ZOLVINSKI FN ��' S�
I I I ( i I I I I I I SEED AND FERTILIZE ALL DISTURBED AREAS AND EXPOSED EARTH (SEE SEEDING NOTES). 111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA '' i
PROP. NS RAILROAD CENTERLINE ii qlj� Z.....4 ?�
Ph: 919.859.5000 FAX: [phone] /4111111111ILIL\0
NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL Z.ZOLVINSKI JOB N0. 17M60938
— 3 FLOW DIRECTION NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAD FILE NO. 17MB0938-CIO23-102.DWG 03/09/2022
DRAWN E
K.BARTON ENGINEERING DATE REFERENCE DRAWINGS , DRAWING TITLE JOB 12/22/21
CHECKED , �,�� M 17M60938 MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI AS NOTED
.1utAPPROVED BAILEY CREEK DIVERSION
0 03 09-22 ISSUE FOR CONSTRUCTION KB ZZ ZZ CH Z. ZOLVINSKI
Feelding the Future M EROSION CONTROL PLAN DRAWING NO.
NO. DATE ISSUE / REVISION BY CHK. APP. APP. APPROVED 17MB0938-C1023-102
C. HEAKINS

DRAWING No. /
17M60938-CI023-201 '
MATCHLINE SEE SHEET 17MB0938-CIO23-101 /
0 GENERAL NOTES
1. SEE SHEET 17MB0938-CIO21-101 FOR ADDITIONAL NOTES.
2. THE BOUNDARY OUTLINED BY MINE PERMIT BOUNDARY(MPB).LINE DEFINES THE AREA
WITHIN THE PCS PHOSPHATE COMPANY INC.401/404 MINE CONTINUATION PERMITS. js \ ,
J 2
PROJECT AREA TO THE NORTH OF THE MPB FALLS COMPLETELY WITHIN NC MINING
PERMIT#07.01. a \
EROSION CONTROL NOTEScop
/ (As NEEDED) \ \ \ a
1. EROSION CONTROL PRACTICES SHALL BE IN COMPLIANCE WITH ALL APPLICABLE / O \ \ \
STANDARDS AND SPECIFICATIONS.TECLn /r \ \ \ /
2. THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND a
EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO PUBLIC ROADS.ALL a
MATERIALS DEPOSITED ONTO PUBLIC AND PRIVATE ROADS SHALL BE REMOVED / /' o \ \ \ \ \ iz
IMMEDIATELY. CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE
ENTIRE CONSTRUCTION PROJECT. 0 \ � ,
3. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED PRIOR TO COMMENCING c
GRADING ACTIVITIES AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF \
DISTURBANCE PER THE EROSION CONTROL PLANS.
4. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT AND REMOVE THE
DEPOSIT OF SILT OUTSIDE THE DISTURBANCE AREA.
5. MAINTAIN SOILS SUITABLE FOR FILL SEPARATE FROM TOPSOIL AND OTHER UNSUITABLE \ \ \
SOILS, ADDITIONAL SOILS SHALL BE IMPORTED FROM APPROVED/PERMITTED FACILITIES m ' \ 6 -
07
AS NEEDED. /
6. PLACE SPOILS IN OWNER-APPROVED LOCATION.SPOILS PILE SLOPES SHALL BE FLATTER
THAN 3:1. IF REQUIRED,PERFORM THE FOLLOWING EROSION CONTROL MEASURES:FIRM
UP SPOILS WITH TRACK-MOUNTED EQUIPMENT.INSTALL SILT FENCE AROUND ENTIRE ' \ \ 2
PERIMETER OF EACH SPOILS PILE,UPON COMPLETION OF SPOILS PLACEMENT,SEED AND
FERTILIZE ALL DISTURBED AREAS AND EXPOSED EARTH (SEE SEEDING NOTES). Q
7. FOR TEMPORARY CONCRETE WASHOUT,SEE SHEET 17MB0938-CI023-101.
EXISTING CONDITIONS LEGEND
MPB MINE PERMIT BOUNDARY 3
EXIST. ELEV. CONTOUR
O \
EXIST. HALF ELEV. CONTOUR
RIGHT-OF-WAYk� a V A A \ A A
ADJACENT PROPERTY LINE / w \ \ CD
CONDITIONS LEGEND
PROPOSED
SF SILT FENCE
SFO TEMPORARY SILT FENCE OUTLET g .�� 8dW �� js js /ILL
adw .��. adw .�. adw .�.� r ! 1 l J l I a -t DITCH
FAQ-- ELEV. CONTOUR �S \� '
N31/
.- 2
/ 5 s 3 10.5 HALF ELEV. CONTOUR
- j jS�
ENCASEMENT PIPE, BORE &JACK I LSF—SF— SF SF-_ .00' S -jS j5 js js - - �S� FJ� US - - jS - - - _ - -
STORM DRAIN PIPE
J-- FM
CONSTRUCTION ENTRANCE ad'vV
(ADJUST LOCATION AND PROVIDE t��� t- -�_�-ay- r I ��_� /\ /I�,_\l�� \�1 ^' -- - — _ - -
ADDITIONAL AS NECESSARY) -. -_--_.
-
� UPSTREAM PIPE END PROTECTION Q - .• � 306 2
arn
KEYNOTES —_ —
T A� � �� In —
1O MINE PERMIT BOUNDARY.SEE GENERAL NOTE 2. - - - -- - 2 - - iff I l�/ �1 ! ��� ! I\7 I - — - -r "'• ".. —
�� !T _ _
O2YV
TEMPORARY SILT FENCE.SEE DETAIL#1,SHEET 17MB0938-CI029-101.
3 TEMPORARY SILT FENCE OUTLET(AS NEEDED).SEE DETAIL#3,SHEET -�e --f Tv" t/i 1 --J —
O 17MB0938-CI029-101. - - i _ _ _ _ - a - :,o � j . I l - - - - - - T_ — — — - - -
J _ _
/9 � Q! _ ___-_ __ - - r Gigbz- _ _
O4 TEMPORARY STAGING AREA(FOR STORAGE OF CONSTRUCTION 4J �f z _
EQUIPMENT AND STOCKPILES).
FSF SFO /�� ` ► - T� — _ __ 1— — IS - - — — — —
O TEMPORARY CONSTRUCTION ENTRANCE. SEE DETAIL#4,SHEET 17M60938-C1029-101. SF —SF SFO F SF — SF f
- -
6O UPSTREAM PIPE END PROTECTION,SEE DETAIL#5,SHEET 17MB0938 CI029-101. m
a
3 2 6 \ \ \ \ \ \ 0 3
2co
\ �I
\ \ a
At
CD
co
O Tj
co
\ i
0 20' 40' 60'
a a
1"=20'
41
SEAL
`0\�`H'CARO( i
DR. K. BARYON DATE 01/20/22 ;QP 'Y9�•;
AC©IIE,1l� DSGN Z ZOLVINSKI = SEAL
5598
CK. Z. ZOLVINSKI
111 CORNING ROAD, SUITE 200, CARY, INC 27518 USA
9 NORTH CAROUNA ENGINEERING FIRM LICENSE NO. F-0287 DL Z. ZOLVINSKI JOB N0. 17M60938 ,gRV111111W\\ `
NORTH CAROUNA ARCHITECTURAL RRM REG. NO. 50757 CAD FILE NO. 17MB0938-C1023-201.DWG 03/09/2022
DRAWN K. BARTON REFERENCE DRAWINGS . DRAWING TITLE ENGINEERING DATE 01/20/22
MINE
CES INFRASTRUCTURE
u rien TM NCD T STATE ROAD 33 ROW CROSSING AS
SCALE
Z. ZOLVINSKIJkl 17M60938
APPROVED
AS NOTED
0 103-09-221 ISSUE FOR CONSTRUCTION I KB I ZZ I ZZ CH Z. ZOLVINSKI . rnn EROSION CONTROL PLAN DRAWING NO.
NO. DATE ISSUE REVISION BY CHK. APP. APP. APPROVED Feeding the Future 17MB0938-C1023-201
C. HEAKINS

DRAWING No.
BEAUFORT COUNTY, N
17MB0938-CIO29-101
SANDBAG
SITE INSPECTION REQUIREMENTS TEMPORARY SEEDING FILTER FABRIC EXTRA STRENGTH 10 mil PLASTIC LINING 10 MIL PLASTIC
NEEDED WITHOUT WIRE MESH LINING
1. ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT,THE PERSON RESPONSIBLE FOR COOL SEASON: PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28 SUPPORT
THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT,ONCE EVERY 120 POUNDS PER ACRE WINTER WHEAT(TRITICUM SPELTA) BERM
SEVEN DAYS OR WITHIN 24 HOURS OF A RAINFALL EVENT EXCEEDING 0.5 INCHES WITHIN A 24 HOUR SECT
ECT7
PERIOD. WARM SEASON: PLANTED BETWEEN 1 MARCH AND 31 AUGUST SECTION ZWL WOOD FRAME SECURELY
NOTTO�CALE FASTENED AROUND
2. IF SILT FENCE IS INSTALLED,BUILT UP SEDIMENT WILL BE REMOVED WHEN IT HAS REACHED ONE-THIRD 65 POUNDS PER ACRE GERMAN(SETARIA ITALICA),BROWN TOP(SETARIA ITALICA),OR FOX TAIL STEEL POST LATH AND ENTIRE PERIMETER WITH
�''-�- FLAGGING TWO STAKES �10' MINIMUM
THE HEIGHT OF THE FENCE.SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT,TEARS,TO SEE IF MILLET(BRACHIARIA RAMOSUM) --"�---FLOW ON 3 SIDES 10' MINIMUM
THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS,AND TO SEE THAT THE FENCE POSTS ARE - -�- f-^� TWO-STACKED
❑ ❑ ❑ ❑ 2X12 ROUGH
FIRMLY IN THE GROUND. MULCHING FLOW Q
3. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, �- ANDBAG B B WOOD FRAME
WASHOUTS,AND HEALTHY GROWTH. MAINTENANCE DURING ESTABLISHMENT PERIOD
4. THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR MAINTENANCE OF THE SEEDED AREAS SHALL INCLUDE PROTECTING EMBANKMENTS AND DITCHES F�
A VARIES
INSPECTIONS,MAINTENANCE AND REPAIR ACTIVITIES,AND,IF REQUIRED,FILLING OUT THE INSPECTION FROM SURFACE EROSION;MAINTAINING EROSION CONTROL MATERIALS AND MULCH;PROTECTING �-
AND MAINTENANCE REPORT. INSTALLED AREAS FROM TRAFFIC;MOWING;WATERING;AND POST-FERTILIZATION. - A STAKE
5. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING MOWING / /// / / � 8 FT MAX SPACING WITH VARIES Q ( )
\ \ \/ \ \ \ WIRE SUPPORT FENCE TYP
FROM THE SITE SUPERINTENDENT:THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE A. TURF AREAS: TURF AREAS SHALL BE MOWED TO A MINIMUM 3-INCH HEIGHT WHEN THE TURF �,,\� ��\^� ! \ \ s FT MAx SPACING WITHOUT NOTE DO NOT ATTACH
PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD IS A MAXIMUM 4 INCHES HIGH. CLIPPINGS SHALL BE REMOVED WHEN THE AMOUNT CUT ^ WIRE SUPPORT FENCE FABRIC TO EXISTING
TREES. O O
WORKING ORDER. PREVENTS SUNLIGHT FROM REACHING THE GROUND SURFACE.
6. GROUND STABILIZATION:SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE B. EROSION CONTROL AREAS: EROSION CONTROL AREAS SHALL BE MOWED TO A MINIMUM 4 BERM
LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE INCH HEIGHT WHEN THE PLANTS ARE A MAXIMUM 81NCHES HIGH. CLIPPINGS SHALL BE STEEL POST ❑ ❑ ❑ 10 MIL PLASTIC PLAN
NOT =CALE
10 MIL PLASTIC FOLLOWING SCHEDULE: REMOVED WHEN THE AMOUNT CUT PREVENTS SUNLIGHT FROM REACHING THE GROUND 48" HIGH X LINING
A. ANY PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES STEEPER THAN SURFACE. ELAN TYPE "ABOVE GROUND"
LINING NOT TO SCALE
NTH WOOD PLANKS
PONDING HT. PONDING HT-
WITH
HORIZONTAL TO 1 VERTICAL(3:1)SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION POST-FERTILIZATION
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS AFTER THE PERMANENT GRASS HAS BEEN ACCEPTED,AND BETWEEN THE DATES OF APRIL 15 AND TYPE "BELOW GRADE" STAPLES
FROM THE LAST LAND-DISTURBING ACTIVITY. OCTOBER 15,APPLY 425 POUNDS OF FERTILIZER PER ACRE. FILTER FABRIC
B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION ATTACH SECURELY (2 PER BALE) TRAW BALE
REPAIR OR REINSTALL TO UPSTREAM 10 MIL PLASTIC
WITH GROUND COVER AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM 24" MAX. SIDE OF POST.
THE LAST LAND-DISTURBING ACTIVITY. UNSATISFACTORY STAND OF GRASS PLANTS AND MULCH SHALL BE REPAIRED OR REINSTALLED, �( (.- LINING BINDER WIRE
C. ALL AREAS DISTURBED,NOT PERMANENTLY STABILIZED WITH AN IMPERVIOUS SURFACE IE AND ERODED AREAS SHALL BE REPAIRED UNTIL A SATISFACTORY STAND OF GRASS RESULTS. RUNOFF RUNOFF 2 I I NATIVE
GRAVEL,ASPHALT,CONCRETE,BUILDING) ARE TO BE PERMANENTLY SEEDED. ( ~- 9" MAX. �'- MATERIAL
(RECOMMENDED) �� PLYWOOD 48"X24"AH
ACK EEL DIA__ n� OPTIONAL)
_ STORAGE HT. °: : PAINTERS 6" STEEL WIRE I I1
OR
SEEDBED PREPARATION: STABILIZATION TIMEFRAMESL i; -0PP
-I as° \ GHT
_ � `�,. NECTI6T-TbBS�TLBE
1. APPLY FERTILIZERILIME AT RATES AS DETERMINED BY LABORATORY SOIL ANALYSIS OF SOILS AT THE LAG SCREWS
JOB SITE. IN THE ABSENCE OF THE SOIL ANALYSIS,APPLY SOIL AMENDMENTS AT THE RATES INDICATED SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS 24" MIN. WOOD L
24" MIN. METAL
••� 10' MINIMUM
IN STEPS 2 AND 3. 4"x8" TRENCH STAKES (2
2. AREA WILL BE TILLED TO 4"DEPTH ® PERIMETER DIKES,SWALES,DITCHES,SLOPES 7 DAYS NONE WITH COMPACTED GRAVEL PER BALE)
3. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET,OR 1.5 TONS PER ACRE BACKFILL WOOD POST
4. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20 POUNDS PER 1000 SQUARE FEET. HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE 3.5"X3.5"X8'
THE FERTILIZER SHOULD BE EITHER SLOW TIME RELEASE OR APPLIED IN TWO APPLICATIONS,HALF AT <> STANDARD DETAIL ALTERNATE DETAIL
TIME OF PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES. IF SLOPES ARE 1W OR LESS IN LENGTH AND ARE NOT
5. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL PRIOR TO SEEDING. SLOPES STEEPER THAN 3:1 7DAYS STEEPER THAN 2:1,14 DAYS ARE ALLOWED
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL 3� VARIES
6. SEED MIX AND RATE:
CONSTRUCTION SPECIFICATIONS
DUST CONTROL p SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 5U IN LENGTH
1.USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF POLYOLEFINS OR POLYESTER,WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONCRETE WASHOUT
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461,WHICH IS SHOWN IN PART IN TABLE 6.62B.SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY SIGN DETAIL
VEGETATIVE COVER NONE,EXCEPT FOR PERIMETERS AND HOW ZONES D (OR EQUIVALENT)
p ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120 F. 10 MIL PLASTIC
FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC,VEGETATION PROVIDES 2.ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM LENGTH OF 5 FEET.MAKE SURE THAT STEEL POSTS HAVE 5pLAN STRAW
THE MOST PRACTICAL METHOD OF DUST CONTROL. PROJECTIONS TO FACILITATE FASTENING THE FABRIC. LINING NOT 0 SCALE BALE (TYP)
3.FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC,USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES. TYPE "ABOVE GRADE'
MULCH
WITH STRAW BALES
WHEN PROPERLY APPLIED,MULCH OFFERS A FAST,EFFECTIVE MEANS OF MAINTENANCE NOTES:
CONTROLLING DUST. 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
INSPECT SEDIMENT FENCES DAILY AND AFTER EACH RAINFALL EVENT.MAKE ANY REQUIRED REPAIRS IMMEDIATELY.SHOULD THE FABRIC OF A SEDIMENT FENCE A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE
MAINTENANCE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE 2. WASHOUT FACILITY.
MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE
UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED. MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRAPE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.
STABILIZED. 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE
TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
TEMPORARY SILT FENCE STABILIZED TO PREVENT EROSION.
1 5. MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS UNLESS THERE IS NO OTHER
NOT TO SCALE PRACTICAL ALTERNATIVE.
01 CONCRETE WASHOUT
� SCALE: N.T.S
I
i
DIVERSION RIDGE
__-UPSTREAM END OF
STORM DRAIN OVERFLOW
a. MIN. SILT FENCE EXISTING PAVED ° - - ° °°� .
1 ROADWAY I� I� I
I-II IIuII � _-IJII- nCuC �
W ]I ° 1/3 JP IPEL
SECTION A-A GEOTEXTILE FABRIC ® _ D '. ° ° D . ' DIA.
D
TOP OF SILT FENCE
MUST BE AT LEAST 1' bo Oo• � ��/ °
ABOVE THE TOP OF - Q O O' Op - O°io, �e�O}o, • map"{ t0�°a ,�) i0 -III-
THE WASHED STONE . , o -�g(1oAo� oQo Clo 'DSO - �o III-III _I �. ,III-III-III-III III_III -
°- sf�•° T BURY BOTTO� \
p „Oop� .OA OF PLYWOOD tiL_ -
A o A 2"-3" COURSE o° b _ - - - - - - -I --- --s„
°� AGGREGATE ' ° o a EXTERIOR PLYWOOD
•o MIN. 6" THICK
FRONT VIEW Li (�y,y�},•OHO Oo
'o` �o �8 •o o° a & �°jo-o• � v oPO�eCB" �pob• o;
Bum WIRE FENCE, Q TEEL FENCE UPSTREAM END OF STORM DRAT
� 'O .o � �- 0 PLAN PREPARED BY OUTSIDE PARTY-SUBMITTED TO NS D8C FOR REVIEW
FILTER FABRIC, og o o 'o PLAN PREPARED BY NS D&C USING INFORMATION PROVIDED BY OTHERS.
CANDLOTH HARDWARE I POST(TYP.) OVERFLOW O
CLOTH IN TRENCH � I [3 PRELIMINARY PLAN- APPROVED BY NS TRANSPORTATION ON:
STEEL FENCE POST I .1-1SET MAX 2' APART � DIVERSION RIDGE 11 11 II ❑ APPROVED PLAN- ACCEPTED FOR CONSTRUCTION BY NS D8C ON:
STEEL FENCE POST MIN. 18` INTO SOLID 11 II II
GROUND W it II II -
NO
WIRE FENCE
;; ;; ° D D /3 PIPE DIAMETER __�
HARDWARE CLOTH 50' MIN. °000 D o ° D SOUTHERN
LK
100
PLAN VIEW WASHED STONE FILTER ° ° P D NORFOLK SOUTHERN RAILWAY CO.
owNxc carAxr
FILTER OF #57 ACROSS PIPE IN D D " mERA7=olvs
WASHED STONE 0 CONSTRTICTION SPECIFICATIONS ° awa W n aDEs IINGN m-DEEM AND coNSTRUCI N- AlW TA.cA
°o " -1 I I-1 I I-III-III-III-III-III1 III-III-I 1 L-
o NOTES, 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND -nl-
� 3' FILTER FABRIC 1. REMOVE SEDIMENT WHEN HALF III-III- =III-1 - -III- III-III
Oo_° pp�ppO°,�� ON GROUND OF STONE OUTLET IS COVERED. PROPERLY GRADE IT, i l III INDUSTRY ADDRESS: I" '�°"
oQ1°�o pw 2. REPLACE STONE AS NEEDED I I
° o °�°o° TO ENSURE DEWATERING. 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
, 0°�8 ° 0 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
mv will
��0�80ob o ARDWARE CEO Ll NUTRIEN AURORA PHOSPHATE
obS 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO 1530 INC HIGHWAY 306 S Nw,
SEEPAGE OR HIGH WATER TABLE. VAL SEC kw Numem
AURORA, NC 27806 A
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6' OF UPPER EDGE OF UPSTREAM PIPE END PROTECTION SEAL
FILTER FABRIC IN TRENCH
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION 5NOT TO SCALE .°\pR�N• .ARo��°'',
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY �.:'pFESS%� •.�y
SECTION VIEW STRUCTURE USED TO TRAP SEDIMENT DAILY AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL DR. H.BANKS DATE 01/21/22
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. 2EAL
MP RARY CONSTRUCTION ENTRANCE J�C� DSGN. H. BANKS = 35 \
TBS
EMPORARY SILT FENCE OUTLET 0-TE 0
NOT TO SCALE Ph: 919.859.5000 FAX [phone] CK. Z. ZOLVINSKI / •:PpGP; ��
3 NOT TO SCALE 111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA q °. ,• ,••.vX�``\`
NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL Z.ZOLVINSKI JOB N0. 17MB0938 RYITZOt\\\\\\
NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 02/23/2022
CAD FILE N0. 17MB0938-CI029-101.DVVG
DRAWN H. BANKS REFERENCE DRAWINGS AN
. DRAWING TITLE ENGINEERING JOB NO. DATE 01/21/22
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS 17MB0938 SCALE
Z. ZOLVINSKI rien AS NOTED
APPROVED SITE DETAILS
02-23-22 ISSUE FOR CONSTRUCTION HB ZZ ZZ CH Z. ZOLVINSKI DRAWING NO.
0
APPROVED Feeding the Future 17MB0938-C1029-101
NO. DATE ISSUE / REVISION BY CHK. APP. APP. C. HEAKINS

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pHOSPHNC APPROVALS DATE AURORA FACILITY
pC5�P PN�G y66 DRAWN TJC 3/9/22 " 1530 NC HWY 3065
DB pWN PER G\S CHECKED - , lutrien AURORA NC, 27805
APPROVED - RICHLAND TOWNSHIP BEAUFORT COUNTY NORTH CAROLINA
TITLE
NC HWY 33
PROPOSED BYPASS
DATE DWG NO REV
3/9/2022 DWG 1 0
SCALE COORD SYSTEM
1"= 50' NAD 1983 NORTH CAROLINA STATE PLANE
NOSPkA
SIZE FILE
PCS PpPNyGN5g6 C NC33_CULVERT_INVERT.DWG

DRAWING No.
4 d I „ \ \ try . , ., ., � �—v ✓
}
} f
5F �
PIT 1B PIT 1C
MPB rk4i -- MPB_ _ MPB MPB _
BORE PIT CONSTRUCTION & DRAINAGE SEQUENCE
1. EXCAVATE PITS to-1C.WATER FROM DISTURBANCE WILL BE TRANSPORTED
Y INTO EXISTING MINE PERMIT AREA TO THE NORTH OF BAILEY CREEK DIVERSION.
--_ -- -" -- -- -- — 2. INSTALL SILT FENCE ALONG MINE PERMIT LINE BETWEEN RAILROAD TRACKS AND
' j x• HWY 331306 AS WELL AS AROUND PITS 4A 4D THAT ARE SOUTH OF HWY 33/306.
• x, C FILTER BAG WILL BE INSTALLED ACCORDING TO MANUFACTURER
— r - — — - — — — — — — SPECIFICATIONS.INSTALL CONSTRUCTION ENTRANCESIEXITS ON THE NORTH
-- S SF AND SOUTH SIDE OF HWY 33/306.
1 PIT 2C �— 3. EXCAVATE PITS 2A-2C.SET UP PUMP CONNECTED TO A SEDIMENT FILTER BAG
I PIT 2B TO DISCHARGE WATER UNTIL FIRST BORING UNDER THE RAILROAD IS
COMPLETE.AFTER THE FIRST BORING IS COMPLETE.WATER WILL BE PUMPED
s `o NORTH THROUGH THE FIRST BORING AND INTO THE EXISTING MINE PERMIT
��✓ AREA NORTH OF THE BAILEY CREEK DIVERSION.
co
4. EXCAVATE PITS 3A-3D.WATER WILL TRANSPORTED NORTH THROUGH THE FIRST
{{ \� BORING UNDER THE RAILROAD TRACKS AND INTO THE EXISTING MINE PERMIT
SILT BAG WITH �) d -iz j AREA NORTH OF THE BAILEY CREEK DIVERSION.
PUMP TO SERVE m r/ r`l T /\ 5. EXCAVATE PITS 4A4B.SET UP PUMP CONNECTED TO A SEDIMENT FILTER BAG TO
BORE PITS 2A-2C. z ' -�_,,- DISCHARGE WATER UNTIL FIRST BORING UNDER HWY 331306 IS COMPLETE.
MOVE SILT BAG AS SUMP LOCATION, \
� SEE MINE ROAD TEMP. 18" / FILTER BAG WILL BE INSTALLED ACCORDING TO MANUFACTURER
NEEDED. 1 CONSTRUCTION
NOTE 3. CMP / / / �� BORINGS UNDER DER HE H GHWA Y THROUGH AND RAILROAD AND E INTO T EXISTING MINE
' 1
PERMIT AREA NORTH OF THE BAILEY CREEK DIVERSION.
PIT 3C 6. NOTE:ANY STACKED EXCAVATED MATERIAL WILL HAVE SILT FENCE INSTALLED
CONSTRUCTION / f ? AROUND IT.
ENTRANCE MINE ROAD CONSTRUCTION & DRAINAGE SEQUENCE
l� SILT FENCE RI BE SILT FENCE TO BE /
/ ) INSTALLED PRIOR — ^ — � INSTALLED PRIOR ') +„
M / TO BORE PITS 4 A Q ) 1. INSTALL 2 30"CMP CULVERTS IN EXISTING DRAINAGE CHANNEL ON SOUTH SIDE OF
TO BORE PITS ( )
Y 2A-2C ARE I ! 2A-2C ARE HWY 331306 TO MAINTAIN CHANNEL FUNCTIONALITY.
EXCAVATED. PIT 3B /
/ J / EXCAVATED. 1 / 2. INSTALL TMPORARY 18"CMP CULVERT ON NORTH SIDE OF HWY 331306.
_ r/ // 3. EXCAVATE A SUMP AT DOWNSTREAM END OF 180 CULVERT AND DIVERT ROADSIDE� PIT 3A ' # CHANNEL ON NORTH SIDE OF HWY 33/306 TO NEW TEMPORARY CULVERT.
4. ROADSIDE DITCH RUNOFF WILL BE DIVERTED TO SUMP LOCATION.RUNOFF WILL
; BE PUMPED NORTH TO EXISTING MINE PERMIT AREA NORTH OF BAILEY CREEK
�--- 8dW SF $� " • to DIVERSION.
m ;
� - Q5 — --_
-
ABANDON 18' /
RCP IN PLACE
i Y
EXISTING CONDITIONS AND DEMOLITION LEGEND
/ co
� - 1 — Mae— Mae— MINE PERMIT BOUNDARY
SILT BAG WITH -
PUMP TO SERVE
BORE PITS 4A-4D. SB NS RAILROAD CENTERLINE
MOVE SILT BAG AS PIT 4A PIT 4B IT 4C i ADJACENT PROPERTY LINE
NEEDED.
c (2) 30" CMP Ti� / — — RIGHT-OF-WAY
STORM
CONSTRUCTION SILT FENCE TO BE
SILT FENCE TO BE ENTRANCE INSTALLED PRIOR
INSTALLED PRIOR TO BORE PITS /
TO BORE PITS 4A-4D ARE
4A-4D ARE EXCAVATED.
EXCAVATED. / /
SF SF SF SF PROPOSED CONDITIONS LEGEND
m
SF SILT FENCE
W �_ ELEV. CONTOUR
2 / MPB MPB MPB MPB MPB
CID � PROP. NS RAILROAD CENTERLINE
lij
MPB MPB MPB MPB MPB - j ENCASEMENT PIPE, BORE&JACK
4 / - 111M ENCASEMENT PIPE, TRENCH
FUTURE ENCASEMENT PIPE, BY OTHER
=FUTURE - -- ` STORM DRAIN PIPE
FUTURE DPW CANAL � ._
SB SILT FILTER BAG WITH PUMP
FUTURE LIGHT VEHICLE ROAD _ ---
MINE ROAD ROAD
-
FUTURE LIGHT VEHICLE ROAD _.--
-_ ____------- » TEMPORARY DITCH
FUTURE MINE WATER CANAL �-------
�—
—"— -----_ FUTURE MINE WATER CANAL
SEAL
N DR. H. BANKS DATE 01/13/22
JACOBS DSGN. H. BANKS
111 CORNING ROAD, SUITE 200, CARP, NC 27518 USA CK. Z. ZOLVINSKI
0 60' 120' 180' Ph: 919.859.5000 FAX: [phone]
_ iiiiiii NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL Z.ZOLVINSKI JOB NO. 17MB0938
V=60' NORTH CAROLINA ARCHITECTURAL FIRM REG. No. 50757 CAD FILE NO. 17MB0938-SKll.DWG
DRAWN ENGINEERING DATE
H. BANKS REFERENCE DRAWINGS DRAWING TITLE
JOB NO. 01/13/22
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS SCALE
Z. ZOLVINSKI 17M60938 AS NOTED
B 02-23-22 ISSUE FOR INFORMATION HB ZZ ZZ CH APPROVED iALlutrien
NCDOT SR33 CROSSING
Z. ZOLVINSKI M DRAWING NO.
A 01-13-22 ISSUE FOR INFORMATION fBY
zz zz CH Fe�[/� tI�IP. FUfUI'P. DRAINAGE SEQUENCE - INTERIM PHASE
APPROVED g 17MB0938-SK11
NO. DATE ISSUE REVISION CHK. PP. APP. C. HEAKINS

DRAWING No.
f
me— MPo Mt , �aaB MPB MPB
- --
a
m _ m
— � � ___� _ �. � � r 1� .ram � •t: �..— _ . .� � � — — — � .�
Alb
NE PIT SUMP - — ��
PUMP FINAL BUILD OUT DRAINAGE NOTES
34" MINE
i 1. CARRIER PIPES REMOVED FOR CLARITY OF PIT BOTTOMS
WATER/DPW / /
2. ALL RUNOFF FROM ROW ON NORTH SIDE OF SR33 WILL SHEET FLOW TO SUMP
PIPE / PIT BOTTOM / LOCATIONS OF THE NORTHWEST AND NORTHEAST PITS.WATER WILL BE PUMPED
TO MINE WATER PIPE FOR DISBURSEMENT.
PIT BOTTOM r 3. STORMWATER RUNOFF ON THE SOUTH SIDE OF THE CHANNEL WITHIN THE MINE
PERMIT LIMITS WILL BE PUMPED TO THE MINE WATER CANAL.
4. 2-30"CMP PIPES WILL BE INSTALLED ON THE SOUTH SIDE OF SR33 ACROSS THE
MINE PERMIT BOUNDARIES TO CARRY RUNOFF ACROSS THE SITE TO THE
NW PIT DIVERSION DITCH NEAR GUILFORD STATION ROAD.
L SUMP PUMP [ __
� r
edri
m ❑ _
n �` —� NCDOT ROW
NCDOT ROW / - - - �} _ - -- -
-
,
-�-
� e -
-�
/ � 0
NCDOT RO
NCDOT ROWROW
NCDOT I ,
EXISTING CONDITIONS AND DEMOLITION LEGEND
— MPB— MPa— MINE PERMIT BOUNDARY
{ �x
PIT BOTTOM I I 2) STORM / ---_I
EXIST. ELEV. CONTOUR
NS RAILROAD CENTERLINE
ADJACENT PROPERTY LINE
— — RIGHT-OF-WAY
PROPOSED CONDITIONS LEGEND
Frn _
10 ELEV. CONTOUR
DIVERSION CANAL
-_ MPB -''-
MP
DIVERSION CANAL - MPB MP
_ - - _.,_.-- PROP. NS RAILROAD CENTERLINE
- - � -- �- ��_�- Y - � � � � __-- ---
- - --
_ J
-Mpg MPB Mpg MPB ENCASEMENT PIPE, BORE &JACK
MPB MPB
ENCASEMENT PIPE, TRENCH
MPB Mpg MPB
/ --- FUTURE ENCASEMENT PIPE, BY OTHER
STORM DRAIN PIPE
-DPW CANAL MINE ROAD
DPW CANAL
�-- SHEET FLOW
LIGHT VEHICLE ROAD
.�
LIGHT VEHICLE ROAD
i
- --
MINE WATER CANAL -�-
----- - MINE WATER CANAL -
�. SEAL
DR. H. BANKS DATE 01/12/22
N JACOBS
DSGN. H. BANKS
CK. Z. ZOLVINSKI
111 CORNING ROAD, SUITE 200, CARY, NC 27518 USA
0 60, 120' 180' Ph: 919.859.5000 FAX: [phone]
NORTH CAROLINA ENGINEERING FIRM LICENSE NO. F-0287 DL Z. ZOLVINSKI JOB N0. 17M80938
1„gyp NORTH CAROLINA ARCHITECTURAL FIRM REG. NO. 50757 CAI
FILE N0. 17MB0938-SK12.DWG
DRAWN H. BANKS REFERENCE DRAWINGS DRAWING TITLE ENGINEERING DATE 01/13/22
CHECKED TM MINE SERVICES INFRASTRUCTURE CROSSINGS JOB NO.
SCALE
Z. ZOLVINSKI j
klutrien
17M60938 NCDOT SR33 CROSSING AS NOTED
B 03-09-22 ISSUE FOR INFORMATION HB ZZ ZZ CH APPROVED
A 01-13-22 ISSUE FOR INFORMATION HB ZZ ZZ CH Z. ZOLVINSKI , TM
,�p the
Future
DRAINAGE SEQUENCE - FINAL PHASE DRAWING NO.
APPROVED / ceding t /ei Futu ei 17MB0938-SK12
NO. DATE ISSUE REVISION BY CHK. APP. APP. C. HEAKINS