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REV. DATE DESCRIPTION
PERMIT DRAWINGS
AM°e�R MARCH 2024 Electronic files are instruments of service provided by Smith
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IAIIAI`P° 9"�w^RRE RTE no warranty is either expressed or implied. Any reuse or
" ee redistribution of this document in whole or part without the
E aP? ^ written authorizSI ation of Smith Gardner,Inc.,will be at the sole
risk of the recipient. If there is a discrepancy between the
w^ N electronic files and the signed and sealed hard copies,the hard
copies shall govern. Use of any electronic files generated or
provided by Smith Gardner,Inc.,constitutes an acceptance of
W ® E SHEET NO. DRAWING NO. DRAWING TITLE REVISION NO. these terms and conditions.
�ME "IcoPp,S Pw M o 9 °°"°°MMR °° 5 S 1 -- TITLE — COVER SHEET
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A " 2 S1 MINE MAP (EXISTING CONDITIONS)
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3 S2 MINE EXCAVATION GRADING PLAN
4 S3 MINE RECLAMATION PLAN STANDARD SECTION LOCATION
CALLO LIT (SHEET AND DETAIL)
5 X 1 ENGINEERING CROSS SECTIONS (SHEET 1 OF 2)
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6 X2 ENGINEERING CROSS SECTIONS (SHEET 2 OF 2)
_;;--� __ • - �, � __ 7 EC1 EROSION AND SEDIMENTATION CONTROL DETAILS SHEET 1 OF 4 s1
-- f SECTION REFERENCED
8 EC2 EROSION AND SEDIMENTATION CONTROL DETAILS (SHEET 2 OF 4)
SHEET WHERE SECTION IS PRESENTED
ppI1LFARR7.M1�'GTpNRQ 9 EC3 EROSION AND SEDIMENTATION CONTROL DETAILS (SHEET 3 OF 4)
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2� r ==-�r 3y - 10 EC4 EROSION AND SEDIMENTATION CONTROL DETAILS (SHEET 4 OF 4)
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MAP NO. PARCEL NO. PIN OWNER PHYSICAL ADDRESS rn o CD `n CD `n oN
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1 19591 9794-OD-05-37511 STONE HELEN 8 SMBIG WOODS RD I I
2 65049 9794-00-06-6670 ARBD LLC ROCK HILL€]R w w wF w w w A R R LI D, L L C
3 68340 9791-OD-06-5834i ARBD LLC ROCK HILL DR N 748500 N 748500
4 71710 9794-00-06-4069 STON E MARLON X 394 ROCK HI LL DR PERMIT ISSU
5 71711 978E-CID r4069 STONE HELEN B 465 ROCK HI LL DR STONE LCID LANDFILL
6 77630 9794-00-07-7340 ARBD LLC ROCK HILL DR N NOT FOR CONSTRUCTION
7 77630 9794-OI}06-2I32 ARBD LLC 263 ROCK HILL DR
8 79314 9794.0&01-6956, ARBD LLC BIG WOODS RD 52 ROCK HILL DRIVE
9 79315 9794-00.06-8964 ARBD LLC BIG WOODS RD W ® E
10 87334 9794-OD-16-17241 ARBD LLC ROCK HILL DR
11 87481 9794-OD-96-97351 ARBD LLC ROCK HILL DR 40 CHAPEL HILL, NC
12 87482 9794-00-06-35701 ARBD LLC ROCK HILL DR O S
13 91533 9794-00.06-7335! STONE HELEN B 15S ROCK HILL DR 49 41
14 91537 9794- 1fr1542: STONE HELEN B 26 RODNEY LN O
15 91538 9794-OD-16-0208; STONE HELEN B 64RODNEYLN
16 91539 9794-00-06-81701 STONE HELEN B US CABIN LN
17 91540 9794-OD-05-79DSI STONE HELEN B 140 CABIN LN
18 91541 9794-00-05-3876' STONE HELEN B CABIN LN
19 91542 9794-MO5-65111 STONE DALTON JOON 240CABIN LN N 748000 *e N 748000 PREPARED BY:
20 91543 9794-OC-06-5204 STONE HELEN B 221 ROCK HILL DR39 NC LIC.NO.F-1370(ENGINEERING)
21 91544 9794-OD-05-9414 STONE HELEN B 115 ROCK HILL DR SC COA NO.CO148S
22 91545 9784-M96-70641 STONE HELEN B 424 ROCK HILL DR ' 42 48
23 91546 9784-DO-96-50971 STONE HELEN B 452 ROCK HILL DR t
24 91547 9784-OD-96-32823•. STONE HELEN B 500ROCK HILL DRSMITH
25 915SO 9781-00-95-3963. STONE HELEN B 467 ROCK HILLDR '
26 1 91548 9784-00-96-1381 STONE HELEN B ROCK HILL DR .t 38
27 91549 9784-00-95-314 STONE HELEN B 564 ROCK HILL DR
28 91554 9794-OD-86-81571 STONE HELEN B ROCK HILL OR
29 91553 9784-OD-86-70151 STONE HELEN B 648 ROCK HILL DR
30 91552 9784 00 85-9878' STONE HELEN 8 663 ROCK HILL DR -
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31 91551 9784-00-95-1958 GARDNER
STONE HELEN B 541 ROCK HILL DR
` AP PROXIMA TE RECLA/MED
32 63627 97WOO-85-21131 TIANO MARGARET 188 HAWTHORN PL ENGINEERS
33 76955 9784 00 95 3278 THE LMICHAEL&THE1L SHARON 34$BUSH CREEKLN EXISTING WETLAND REA LIMITS (11.3 AC)
34 7697E 97 94-00-00-744 1 1 NEGLEYGERALD H BUSH CREEK K / PACTS (SEE NOTE 4) �- �P� 14 N. Boylan Avenue,Raleigh NC 27603 919.828.0577
35 79379 9794-0�04-7441i NEGLEY GERALD H 188 8ll5H CREEK LN � � Q�
36 77726 9792-OD-03-5720 LIN ITE 1)STATES OF AMERICA 600 MA RTHA S CHA PE L R D N 7 500 i / _ - 6° N 747500 1526 Richland St.,Columbia SC 29201
37 79489 9794-00-97-3581 BIG WOODS PROPERTIES LLC 507 DALTON DR
38 79900 9794-oD-07-9871 BIG WOODS PROPERTIES LLC 5099 BIG WOODSRD 37 SEDIMENT POND B `Q QG1b901
39 76549 9794-OD-08-90111 STONE MARLON K 5217 BIG WOODS RD O OP°e Q5'99 / J \ - 1 j // I EXlST1NG SEDIMENT TRAP
40 2018D 9794-DD-08-4207 AMELL RAN DY J.&HOLLY L 5219 BIG WOODS RD (0.6 AC) , ,A� , LEGEND SEAL ,������•••••�,
41 77629 9794 00 18 3255t STONE ALAN HL1GH slsaa BIG WOODS RD 1 EX/SI1NG 10' CONTOUR (SEE REFERENCE 1) +` CAR4��� .
42 19595 9794-00-17-3962 BIG WOODS PROPERTIES LLC DYLAN DR �/^- �,,•,� I 300 Docusignejby 43 68341 s794oaIE9773 BIG WOODSPROPERTiE511C 490881GWOODSRD •• ! �j •\ FUTURE WETLAND PACTSSS/o44 64420 9784-OD-75-7589 GRABOWSKI EUTABETH 640TANAGERW : O - - - - - '. / \ 1 (SEE NOTE 2) EXISTING 2 CONTOUR (SEE REFERENCE 1) z7B482DF, 9435- SEAL =
45 64612 9784-OD-86-1067 GOODE RICKI D.&CUN NI N GHAM JOAN M. 6UTANAGER W APPROXIMA PROCES AREA/ / •' •'J `�--
46 67707 9784CID-B&1768 ANDERSON GARY M.&SUSAN E. 920JORDAN HILLS DR ' i - RIGHT OF WA Y(OTHERS) - 023002
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47 67706 9794-00-87-3049 HOWS BRUCE W.&KELLYA.S. %OJORDAN HILLS DR HAUL ROAD LIMITS %�
48 71709 9794-00-17-39621 BIG WOODS PROPERTIES LLC DYLAN DR _ ' •�/// • �� • ' I `/ � TEMPORARY SED ENT P ND - - - PROPERTY L/NE LANDFILL PROPERTIES ��'•,`rTq FNGINEE����.•��
49 60174 9794-00-96-4308. BIG WOODS PROPERTIES LLC BIG WOODS RD 7.1 AC) i •,••: I ( ) �'� cFY A.S� 2024
•• J/ '� (O2 AC (SEE REFERENCE 2) °'••••mnua••` /
N 747000 00 •/ I �- h PARCEL BOUNDARY(SEE REFERENCE 2) SEAL ,��■.••"•�••••.,,��,,
w •••,• '-�, y� ',, EXISTING CID LANDFILL PROPERTY N 747000 Docusigned,,�•`'o����ss oo���,''
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LIMITS OF WASTE SEAL
�`' ��� •,•r / \ 10 0 43 APPROX/MATE INTERMITTENT STREAM 054367 e
SEDIMENT POND A �•• .•• /' // \ \ \ (SEE REFERENCE 3) �F NGINEE���
(0.8 AC) / /' \ • \ \ w^ 0 20'ZONE 1 UNDISTURBED BUFFER S E C' ' /2024
APPROXIMATE MINE EXCA VA TION ••!' • \• \\ � • 'j� _ J (SEE REFERENCE 4)
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' LIMITS (1.5 AC) \ / - 30'ZONE 2 UNDISTURBED BUFFER REV. DATE DESCRIPTION
SI TE ENTRANCE (SEE REFERENCE 4)
\ O ANO MINE EXCA VA TON
N 746500 APPROXIMA TE EROSION & SEDIMENTA TION I \ _
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CONTROL YEAS I TS (2 AC) \ ' • 14 \ SEDIMENT PONDS
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29 O
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31 O EX/STING 100 WASTE BUFFER
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■ 1 APPROXIMATE EXISTING LIMITS OF WASTE
30 Q 25 � ` \
PROPOSED MINING FACILITY BOUNDARY
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18 50' UNEXCAVATED MINE BUFFER
Electronic files are instruments of service provided by Smith
Gardner,Inc.for the convenience of the intended recipient(s),and
■ ,) - 1000' MINING BOUNDARY RADIUS
EXISTING RESIDENTIAL STRUCTURES no warranty is either expressed or implied. Any reuse orredistribution of this document in whole or part without the
1
(TO BE RELOCATED) written authorization of Smith Gardner,Inc.,will be at the sole
■ / PROPOSED 100' SOLID WASTE BUFFER risk of the recipient. If there is a discrepancy between the
O ' / \ \ electronic files and the signed and sealed hard copies,the hard
44 ■l - APPROX/MATE L/M TS 0 copies shall govern. Use of any electronic files generated or
NO N (N0071) O \ LCID NOTIFICATION SITE provided by Smith Gardner,Inc.,constitutes an acceptance of
these terms and conditions.
N 745500 - N 745500
\ - NOTIFIED PARCELS
50' UNEXCAVATED MINE PROJECT TITLE:
BUFFER NOTES
\ 1( 36 1. THIS PROPERTY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA.
ROPOSED MINING FACILITY 2. WETLAND IMPACT CONCURRENCE PROVIDED FROM NCDENR DWR UNDER STONE LAN D FI LL AN D MINE
33 - PROJECT NUMBER 20191299 VER 2.
OUNDARY (SEE NOTE 3) 3. EXPANDED FACILITY BOUNDARY COINCIDES WITH THE HEAVY INDUSTRIAL PERMIT DRAWINGS
ZONING LIMITS OF CHATHAM COUNTY.
4. SEDIMENT BASIN B IMPACTS ARE APPROVED UNDER USACOE NATIONWIDE
PERMIT NO. 18, ACTION ID SAW-2019-01857.
32 PROPOSED 100' SOLID WASTE BUFFER 5. WELL ABANDONED ON 6/16/22 BY PIEDMONT INDUSTRIAL SYSTEMS, INC.
34 35 (SEE NOTE 6) 6. EXISTING LCID LANDFILL OPERATES UNDER NC SOLID WASTE PERMIT N0.
O 19-09. A PERMIT EXPANSION APPLICATION OF THE LCID LANDFILL WAS
N 745000 745000 SUBMITTED IN FEBRUARY 2023.
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REFERENCES: DRAWING TITLE:
00
* 1. AERIAL IMAGERY FROM NC ONEMAP DATED 2021 AND FROM ENGINEERING
w w
Jf SURVEY FROM MAY 4, 2022 BY SMITH GARDNER, INC.
2. FACILITY PROPERTY LINE FROM A SITE PLAN FOR ALAN HUGH STONE
N MINE EXCAVATION TABLE f PREPARED BY SMITH & SMITH SURVEYORS, PA, DATED AUGUST 29, 2005. MINE MAP
co CATEGORY AFFECTED ACREAGE NOTES ADJACENT PARCEL BOUNDARIES FROM CHATHAM COUNTY GIS DEPARTMENT. (EXISTING CONDITIONS)
3. APPROXIMATE WETLAND AND STREAM LIMITS FROM FIELD LOCATION AND
TAILING/SEDIMENT PONDS 1.6 SKETCHES ON 2/28/2018 AND 9/14/2022 BY CAROLINA ECOSYSTEMS,
LO
CN STOCKPILES - INC. LOCATIONS MAY BE SUBJECT TO CHANGE BASED ON MORE DETAILED
CD
CD LOCATION DATA. THESE FEATURES ARE IDENTIFIED AS POTENTIAL WATERS
❑ WASTE PILES -
m OF THE US BUT HAVE NOT BEEN VERIFIED BY THE US ARMY CORPS OF
PROCESSING/HAUL ROADS 7.1 ENGINEERS.
MINE EXCAVATION 1.5 74 00 N 44500 4. RIPARIAN STREAM BUFFERS PURSUANT WITH SECTION 304 (J) OF THE
N CHATHAM COUNTY WATERSHED PROTECTION ORDINANCE. PROVIDED BY
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RECLAIMED AREA (OTHER) 11.3 LCID LANDFILL CAROLINA ECOSYSTEMS, INC., DATED FEBRUARY 28, 2018. DESIGNED: PROJECT N0:
❑ EROSION AND J.C.L. ARBD 23-1
SEDIMENTATION CONTROL 2 SOIL BERMS, DRAINAGE CHANNELS,
DRAWN: SCALE:
C.T.J. AS SHOWN
UNDEVELOPED AREAS
MEASURES (OTHER) APPROVED IDS DATE:
TOTAL AFFECTED ACREAGE 23.5 MAR. 2024
FILENAME:
TOTAL PERMITTED ACREAGE 60.E 0 200' 400' 600' ARBD-D0025
SHEET NUMBER: DRAWING NUMBER:
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LEGEND
/ // / /// /// \ \ \\ \\ \\\ \\ 1 \\ \\ \ \\\\\\ LCID LANbFIL 14 N. Boylan Avenue,Raleigh NC 27603 1919.828.0577
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/ / / I / � � � / ( \ \ \ \ \ 260 BOUNDA Y 1526 Richland St.,Columbia SC 29201
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REV. DATE DESCRIPTION
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\ \ \ \\\�/ / ✓ / I / / o / / / � (III ( I�,, \ � \ \��__�i�/i � / ( � / / / / / r ,/ / ��� � ( � / �
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APPROVED DATE:
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NOTES
o a� ��� �� J C J J / r a ° \ 1. THIS PROPERTY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA.
2. WETLAND IMPACT CONCURRENCE PROVIDED FROM NCDENR DWR UNDER
PROJECT NUMBER 20191299 VER 2.
r
fir, ♦ / 5 ' 3. EXPANDED FACILITY BOUNDARY COINCIDES WITH THE HEAVY INDUSTRIAL
1 ( r'
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t as 4. SEDIMENT BASIN B IMPACTS ARE APPROVED UNDER USACOE NATIONWIDE
o PERMIT NO. 18, ACTION ID SAW-2019-01857.
5. EXISTING LCID LANDFILL OPERATES UNDER NC SOLID WASTE PERMIT NO.
` x��✓ r f'o ✓ `l�N' 19-09. A PERMIT EXPANSION APPLICATION OF THE LCID LANDFILL WAS
0PO ,EXI ►�VbE[�3 LIMhT OF BRI ,�e Electronic files are instruments of service provided b Smith
7 f SUBMITTED IN FEBRUARY 2023. p v
N 746000 P \ �' 43° �� ) ♦♦f- Z'0 v SR" F ` J N 746000 Gardner,Inc.for the convenience of the intended recipient(s),and
� � o A r�v ,��,/ �\�r j s no warranty is either expressed or implied. Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner,Inc.,will be at the sole
REFERENCES: risk of the recipient. If there is a discrepancy between the
f ! ♦ / / N ,.J J 1. EXISTING TOPOGRAPHY WITHIN THE FACILITY PROPERTY LINE FROM AERIAL electronic files and the signed and sealed hard copies,the hard
// 410 ♦ J' r =^ti o/ f copies shall govern. Use of any electronic files generated or
FINAL 1 d ( SURVEY DATED DUNE 14, 2019 PREPARED BY GEODATA CORPORATION, g
\ `■ \ , S o C provided by Smith Gardner,Inc.,constitutes an acceptance of
40o L� / ♦ �OWN�PIPE TYP. C> ZEBULON, NC. TOPOGRAPHY IN ACTIVE AREAS FROM ENGINEERING SURVEY these terms and conditions.
ALES 330 ��`�� /♦� r r'` �" f ( )° DATED MAY 4, 2022 BY SMITH GARDNER, INC. TOPOGRAPHY IN
SLOPE S
1 ( �\ 390 1 r ♦♦ _` r b es' / 1 SURROUNDING AREAS FROM LIDAR DATA DATED 2015 PROVIDED BY NC
\ (�✓ / , 0 5 60�� � � SPATIAL DATA DOWNLOAD. PROJECT TITLE:
R POSEDIINING FACILITY- 1 2. FACILITY PROPERTY LINE FROM A SITE PLAN FOR ALAN HUGH STONE
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\� — 1 ! ♦ / PR�P05EQti�OOtiSO�IQ WASTJF BITFIR�' ( INC. LOCATIONS MAY BE SUBJECT TO CHANGE BASED ON MORE DETAILED PERMIT DRAWINGS
GABIOA�\ — / (SEE �5� T �� LOCATION DATA. THESE FEATURES ARE IDENTIFIED AS POTENTIAL WATERS
to
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f / r\ \ \�` .� ° ♦ \a EC (SILT FENCE TV.
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NOTESElectronic files are instruments of service provided by Smith
SEE REFERENCE Gardner,Inc.for the convenience of the intended recipient(s),and
F-: 400,00 ¢ m 400,00 1. THIS PROPERTY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA. no warranty is either expressed or implied. Any reuse or
U_ C-DZ ■ > Z I I W redistribution of this document in whole or part without the
o 2. WETLANDS WITHIN LIMITS OF DISTURBANCE WILL BE PERMITTED. written authorization of smith Gardner,Inc.,will be at the sole
Z ■ U O LL - - - - - - - - - risk of the recipient. If there is a discrepancy between the
z _■ ix m I o _ _ - - - - - _ - _ o z 3. WELL ABANDONED ON 6/16/22 BY PIEDMONT INDUSTRIAL SYSTEMS, INC. electronic filespand the signed and sealed hard copies,the hard
mc.D I I / - Z copies shall govern. Use of any electronic files generated or LJ
ci7 ■ Z W provided by Smith Gardner,Inc.,constitutes an acceptance of
d ■ Z I I // \ Q - these terms and conditions.
,J 360.00 - m 360.00 REFERENCES:
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I / Q o U o SURVEY DATED JUNE 14, 2019 PREPARED BY GEODATA CORPORATION,
ROPOSED SUBGR DE _ - - -
_ iX U_C�l o �; o CD >_ ZEBULON, NC. TOPOGRAPHY IN ACTIVE AREAS FROM ENGINEERING SURVEY
N� o Cn m Z o DATED MAY 4, 2022 BY SMITH GARDNER, INC. TOPOGRAPHY IN
320.00 - / - _ N N Z 320.00 SURROUNDING AREAS FROM LIDAR DATA DATED 2015 PROVIDED BY NC STONE LAN D FI LL AN D MINE
Cl- SPATIAL DATA DOWNLOAD.
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\ I ;� PREPARED BY SMITH & SMITH SURVEYORS, PA, DATED AUGUST 29, 2005. PERMIT DRAWINGS
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3. APPROXIMATE WETLAND AND STREAM LIMITS FROM FIELD LOCATION AND
280.00 3 ■ 280,00 SKETCHES ON 2/28/2018 AND 9/14/2022 BY CAROLINA ECOSYSTEMS,
INC. LOCATIONS MAY BE SUBJECT TO CHANGE BASED ON MORE DETAILED
SAFETY ERM Dl LOCATION DATA. THESE FEATURES ARE IDENTIFIED AS POTENTIAL WATERS
INFE RED POTENROME IC OF THE US BUT HAVE NOT BEEN VERIFIED BY THE US ARMY CORPS OF
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MONITOR FORSETTLEMENT - \ PROPO ED FINAL COVER ��t� 4 �o �,�,- �
� 400.00 400.00 ` �` o� 3s ; 'ter- 260 14 N. Boylan Avenue,Raleigh NC 27603 919.828.0577
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280.00 _ _ - - - - - - - - - 280.00 e. ' °Q oFEss�oti�
■ C5ECC95CZ37E4AC._ SEAL Z
INFERRED P07ZN170METRIC - - _ _ 054367
SURFACE CONTOUR 3 FNGINEE�
D1 SAFETY BERM SE C 3�,0�zo24
240.00 4 240.00 •.,,,,,���,,,,,.
EXCAV TED SLOPE SAFE FY
D1
REV. DATE DESCRIPTION
PERMIT ISSU
200.00 200.00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NOT FOR CONSTRUCTION
SECTION ri'�
SCALE: AS SHOWN X2
560.00 560.00 LEGEND
- - - - - - - - EX/ST/NG GROUND SURFACE (SEE REFERENCE 1)
INFERRED P07EN770ME7RIC SURFACE CONTOUR
520.00 520.00
PROPOSED FINISHED GRADE
NOTES
480.00 480.00 1. THIS PROPERTY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA. Electronic files are instruments of service provided by smith
2. WETLANDS WITHIN LIMITS OF DISTURBANCE WILL BE PERMITTED. Gardner,Inc.for the convenience of the intended recipient(s),and
3. WELL ABANDONED ON 6/16/22 BY PIEDMONT INDUSTRIAL SYSTEMS, INC. no warranty is either expressed or implied. Any reuse or
LCID N077FICA77ON S/ redistribution of this document in whole or part without the
written authorization of Smith Gardner,Inc.,will be at the sole
risk of the recipient. If there is a discrepancy between the
electronic files and the signed and sealed hard copies,the hard
EX/SlIN GROUND SURFA copies shall govern. Use of any electronic files generated or
440.00 440.00 REFERENCES. provided by Smith Gardner,Inc.,constitutes an acceptance of
(SEE REFERENCE ) PERM/TTE FINAL COVER (MINE RECLAMATION these terms and conditions.
1. EXISTING TOPOGRAPHY WITHIN THE FACILITY PROPERTY LINE FROM AERIAL
ROCK SURVEY DATED JUNE 14, 2019 PREPARED BY GEODATA CORPORATION,
- - HILL ^ Ck II ZEBULON, NC. TOPOGRAPHY IN ACTIVE AREAS FROM ENGINEERING SURVEY PROJECT TITLE:
/ \ RIVE �' DATED MAY 4, 2022 BY SMITH GARDNER, INC. TOPOGRAPHY IN
400.00 \ 28
400•00 SURROUNDING AREAS FROM LIDAR DATA DATED 2015 PROVIDED BY NC
W / Q W SPATIAL DATA DOWNLOAD.
_ _ I Z 2 PREPARED FACILITY RB P SMITH &ESMITH URVEYORS,FROM A SITE NPA, DATED AUGUST 29N 2005. STONE LAN D FI LL AN D MINE
\ I � ADJACENT PARCEL BOUNDARIES FROM CHATHAM COUNTY GIS DEPARTMENT. PERMIT DRAWINGS
\ _ j 3. APPROXIMATE WETLAND AND STREAM LIMITS FROM FIELD LOCATION AND
J j i 50' U EXCAVATED J SKETCHES ON 2/28/2018 AND 9/14/2022 BY CAROLINA ECOSYSTEMS,
W 360.00 / _ _ _ _ _ _ _ 360.00 W INC. LOCATIONS MAY BE SUBJECT TO CHANGE BASED ON MORE DETAILED
/ PROPOSED SUB RADE 1 I o �, LOCATION DATA. THESE FEATURES ARE IDENTIFIED AS POTENTIAL WATERS
o OF THE US BUT HAVE NOT BEEN VERIFIED BY THE US ARMY CORPS OF
o ENGINEERS.
N X 4. RIPARIAN STREAM BUFFERS PURSUANT WITH SECTION 304 (J) OF THE
W CD
320.00 / W o 320.00 CHATHAM COUNTY WATERSHED PROTECTION ORDINANCE. PROVIDED BY
a / \ C I o U I j ¢ CAROLINA ECOSYSTEMS, INC., DATED FEBRUARY 28, 2018. DRAWING TITLE:
\I � I m o l m Z
O W m O
LP
m
- CD
-:Et - - - - - - U, I J ENGINEERING CROSS SECTIONS
co 280•0� INFERRED PO N770ME7R/C - - - - ~- Co ■ � 280•0� 120'
SURFA E CONTOUR - ti I (SHEET 2 OF 2)
_ _ � � ■
N
CD
CDCIO
_
❑
240.00 240.00 80'
clI DESIGNED: PROJECT NO:
o J.C.L. ARBD 23-1
DRAWN: SCALE:
Ir g 200.00 200.00 40' C.T.J. AS SHOWN
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 APPROVED uA L
J jet MAR. 2024
SECTION rC CFILENAMEA
0 100' 200' 300' ARBD-D0026
oSCALE: AS SHOWN X2 SHEET NUMBER: DRAWING NUMBER:
m
6 X2
2024 Smith Gardner, Inc.
0

DocuSign Envelope ID:420FB845-FEF9-4FFE-A422-36CB470BC860
PREPARED FOR:
8'-0" MAXIMUM 'r
VAR€,ABLE AS DIRECTED BY THE ENGINEER STEEL POST FILTER 4F 1 INCH DIAMETER o
T[I57 WASHED STONE a � � EROSION & SEDIMENTATION CONTROL MAINTENANCE NOTES: ARBD, LLC
° d o o � n P8 S _n q
O p r— D°t o e Q G
Io 1. SILT FENCE: STONE LCI D LANDFILL
SILT FE�#CE FABRIC TO OVERLAP ° 4 � 0 4 ° A. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH 0.5 INCH RAINFALL.
51LT FENCE FABRICX
XHARDWARE CLOTH BY 12 INCHES °a¢ 6��o� oa ° ° � a°° °4 4 �0 MAKE ANY REQUIRED REQPAIRS IMMEDIATELY.
LINE WIIIF E UM WILES 10 GAtJ INSTALLED TO SECOND MINIMUM 12y2 GAUGE � ° ° p B. SHOULD THE FABIC OF A SILT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
WIRE FROM TCP 52 ROCK HILL DRIVE
L 1 INEFFECTIVE; REPLACE IT PROMPTLY.
INTERMEDIATE WIRES STET_ FENCE POST
C. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
WIRE FENCE HARDWARE CLOT x-STEEL FEueE P�sT FOR THE NEXT RAIN EVENT AN REDUCE PRESSURE ON THE FENCES. TAKE CARE TO CHAPEL HILL, N C
ti ON FENCE FABRIC ON WIRE FENCE AVOID UNDERMINING THE FENCE DURING CLEANOUT.
GRADE ON WIRE FENCE
1 HARDWARE CLOTH D. REMOVE ALL RENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
— ri FILTER OF 1 INCH DIAMETER PLAN VIES NOTE: AREA TO GRADE AT STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE HAS BEEN
Ij 57 WASHED STONE USE SILT FENCE OUTLETS ONLY WHEN PROPERLY STABILIZED.
DRAINAGE AREA DOES NOT EXCEE7 1/4
FRONT VIEW ACRE AND THERE IS A LOW AREA. USE
FLOW DIRECTION 18,. AS A REPAIR OF S-ILT FENCE FAILURES. 2. DRAINAGE CHANNELS:
A. DURING THE ESTABLISHMENT PERIOD, CHECK GRASS—LINED CHANNELS AFTER EVERY PREPARED BY:
— STEEL FENCE POST SET RAINFALL. NC LIC.NO.F-1370(ENGINEERING)
GRADE
HARDWAR£ CLOTH MAXIMUM 2 FEET APAR WIRE FENCE B. AFTER GRASS IS ESTABLISHED, INSPECT DRAINAGE CHANNELS AT LEAST ONCE A WEEK SC COA NO.CO1488
STEEL POST III r s" AND AFTER EACH 0.5 INCH RAINFALL. MAKE ANY REPAIRS IMMEDIATELY.
1.1 Ir I-
WOVEN WIRE FABRIC I C. INSPECT THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND
SILT FENCE FABRIC VIEW I I EVIDENCE OF PIPING OR SCOUR HOLES.
NO-TES= D. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED
1) USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES _ Li z SILT FENCE CARRYING CAPACITY.
NOT EXCEED 1/4 ACRE PER 100 ft. OF FENCE AND �j � SMITH
FABRIC RLAP U Lyp E. CAREFULLY CHECK STABILITY AT ROAD CROSSINGS AND LOOK FOR INDICATIONS OF
NEVER IN AREAS OF CONCENTRATED FLOW, ' 12 12 1 1PIPING, SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY.
-+ Off.• : INCHE IN
2) OVERLAP 12 INCHES WHEN SPLICING FABRIC. H F. KEEP THE GRASS IN A HEALTY, VIGOROUS CONDITION AT ALL TIMES.
GARDNER
� ��:.;.��
3) FOR REPAIR OF SILT FENCE FAILURES USE c��� r;s: GRADE
DETAIL 04000,23- _.,.,;,_; -: . 3. DRAINAGE CHANNEL MATTING: C N 6 I N C C p S
- A. INSPECT ROLLED EROSION CONTROL PRODUCTS (MATTING) ONCE A WEEK AND AFTER L'V l7 L L Il�7
COf1M1PACTED FILL ryy _ _ I R I EACH 0.5 INCH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 14 N. Boylan Avenue,Raleigh NC 27603 919.828.0577
6" MINIMUM COVER OVER SKIRT L i•i B. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT 1526 Richland St.,Columbia SC 29201
CD I.I I OCCUR BENEATH THE MATTING.
ANCHa $+tIRT AS bIREOTEdY ENGINEER i u NOTE: Li C. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH
BURY WIRE FENCE. HARDWARE CLOTH. THE GROUND SHALL BE REPAIRED AND STAPLED.
SIDE VIEW FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTD D. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE SEAL
THIF TRENCH N•• ��h,
FIXED AND THE ERODED AREA PROTECTED. •`��• CA
CHATHAM COUNTY CHATHAM COUNTY DocuSigned by, N
RT 11 C:,<R{11-,N n NORTH C,�Ao i,N n E. MONITOR AND REPAIR MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. ��. �� .,�
a�ska uwsBl�a DEsn[Lt4u usrli Est" �� � FESS/p/ ti� ,
` 00
7TANDARD SILT FENCE 1 � 1DDl L� 1'11L1 O LJ 1 L 1 1 2 4. ROCK CHECK DAM: 27s4e2nFtigo94sa_Q 9<
EC1 °1T l EC1 °1T 1 A. INSPECT CHECK DAMS AS WELL AS THE CHANNELS FOR DAMAGE ONCE A WEEK AND SEAL ;r
wnit.ksHYef rnnTr.-Tnn isr-trc i.tiii.ri Sf1h1:T 1 }f 1 'whTF ItRHY1l NlkBifx,'115S7:ugPaR7'.N h:NT S�IF1�T11}F 023002 i
AFTER EACH 0.5 INCH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 0
q4_ A. '2024
SEAL ,,•••••u�uq,��,,
DocuSigned by,4,`,^ `` CA'`Q
DRAINAGE CHANNEL SCHEDULE �C4,.t e ��•' ° oFEssiotiq`'��
CHANNEL I.D. B (FT) D (FT)
+_ CSECC95Cz7E4AC..Q SEAL <
NORTH 2 2 r 054367 e
SOUTH 5 2 l f - ��'• GINEE� •'��
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SOUTHWEST 15 2 \ ��'•••.••����.•:�'�`r�024
REV. DATE DESCRIPTION
B
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IN1 CILiNNELS,ROD,OUT STRIPS OF NL'•T NG Po1Rr1LLI:I.TO THF,
DIRECTrONI OF F1.C}W AND OVER THL PROTECTIVE MULCH.
NOTES:
1. EROSION STOPS PLACED AT EVERY 25 LINEAR FEET.
2. FOR ANCHORAGE OF RECP, SEE DETAIL 4 ROLLED EROSION CONTROL PRODUCT (RECP) ( a}\
EC1 (SEE NOTE 1) i
3. RECP SHALL BE LANDLOK 435, AS MANUFACTURED I .II ,_.
\�i ..., P�N(:H{]R[V1:T nNIG IN.
BY PROPEX GEOSOLUTIONS, OR APPROVED EQUAL. Ii;;'I\I\ A I: INC 14 TPU.VCH
RECP AND GRASS LINED CHANNELS 12-iTirt
Overlap JOIN 5'I-1UPS 13Y ANCH0RFNG
AND OVLRLAPPNG
DRAINAGE CHANNEL
DETAIL 3
NOT TO SCALE �ci
C14AT14AM COUNTY
N0RT19 CARiIi.I NA
DEI AIL NUMBE R
STANDARD MATTING INSTALLATION 4 201B-DID Electronic files are instruments of service provided by Smith
EC151 IF:1:T 1 of I Gardner,Inc.for the convenience of the intended recipient(s),and
u AWNRWMPk{}7y8L:TION IrF:PhRTMFN'T no warranty is either expressed or implied. Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner,Inc.,will be at the sole
risk of the recipient. If there is a discrepancy between the
electronic files and the signed and sealed hard copies,the hard
copies shall govern. Use of any electronic files generated or
provided by Smith Gardner,Inc.,constitutes an acceptance of
these terms and conditions.
_ TdP ELEVATION 6F STQRMWATER_ _ 0.5'-1'
I ` I #57 WASHED STONE = T(MAX. PROJECT TITLE:
VARIES
SLOPE SURFACF. SI 1AI,I,BF. SMOOTII $EFOR1 a IF THERL IS A BERM AT THE TOP OF SI_DPE,
ANCHOR UPSLOPE OF THE BERIVrI. EXISTING, SLOPE i i i , _
P1,ACE�1t~.1\iT l�C}l� f'RC)1'>~,R SC]II., CONTACT. ,
RIP—RA[ES[ES STONE LANDFILLAND MINE
_ VAR
•• - ANCHOR IN 6" X G M CH IN. TREN
S'1�APLINGPArrF-RN AS OVFR1.,AP SIDE VIEW PERMIT DRAWINGS
AND STAPLE AT 12 INTERVALS. EXlSnNG
of PER MAIVZTFACTURERS SLOPE
RECOMME � SLOPE
ilJc
� SLOPE
f MIN. 6" OVERLAP.
VARIES
DESIGN OF SPILLWAYS
'+•= •' __ -- STAPLE OVERLAPS MAX. 5" SPACING. DRAINAGE
ES}REA WEIR FTNGTHi
KEYED RIP RAP 4.0 DRAWING TITLE:
VARIES r 2 6.0
00
3 8.0
LP
BRING IN ATERIAL D0Vv1N TO A LE-N7EL I r s 112-0
0.0
N DO NOT STR I ITCH B LAN KFTS/MATTIN6 AREA, TURN THE END UNDER 4"AND P7 WASHED STONE 1 DlMENSd4NS 5E IOWII ARE MINIMUM
CD
TIGl IT-A 1,1.c7vtr T11T R0I,1-1;TO CONFORM TO ANY STAPLE AT 12" INTERVAL. .
EROSION AND SEDIMENTATION
m rG ±LA> Tz .S. FRONT VIEW CONTROL DETAILS
I,1I1• k, 1-I~:RTILI,GE,AND SEED BFFORE 1NSTM.I,AnON. MATTING I L=THE DfSTANCE SUCH THAT POINTS
FOP S1.OPFS I.FSS TI 1,- N 3H:IV', R01.L.S NtAY BE, STA$11JVATION A AND B ARE OF EQUAL ELEVATION
N , PLANTING OF SNRLBS,TRE:I 5, 1 TC. Sl OtJLD OCCUR (SHEET 1 O F 4)
0 1 T, CF.D IN IIC RX7[ NTAT. STi IPS' AFTER INSTAI,I.ATION.
a A B
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,I DESIGNED: PROJECT NO:
N PROFILE VIEW J.C.L. ARBD 23-1
m DRAWN: SCALE:
g CHATHAM COUNTY CHATHAM COUNTY L.H.B. AS SHOWN
NORTH C A µ O IA N& NORTH CAROJANX
PERMIT ISSUEAPPROVED DATE:
I}t'E'uL PilTMHER DETAIL Pil1hIBER jCt MAR. 2024
STANDARD MATTING INSTALLATION (SLOPES) 5 21}1$-U11}A � STANDARD ROCK CHECK DAM s 201$-00z FILENAME
EC1 SHEET I of 1 EC1 .SI lUf'sT 1 of I ARBD-D0027
M'h,F.11AF1-I---uF.rM1NT.N}.NT �F'h,1P.IkAH):e5 pp.MhkT.N h:NT NOT FOR CONSTRUCTION
SHEET NUMBER: DRAWING NUMBER:
a 7 ECI
`' © 2024 Smith Gardner, Inc.

DocuSign Envelope ID:420FB845-FEF9-4FFE-A422-36CB470BC860
PREPARED FOR:
RAFFLES W17H METAL T—POST, WOVEN 1MRE NOTES:
FABRIC BACKING AND COla FIMR NETTING 1. DRIVE STEEL FENCE POST AT LEAST 1S EROSION & SEDIMENTATION CONTROL MAINTENANCE NOTES: ARBD LLC
INCHES INTO SOLID GROUND. 5'-0 BAFFLES WITH METAL T—POST,
SEE BAFFLE DETAIL 2. WOOD POST ARE NOT ACCEPTABLE. TOP ROPE—RETRI
SKIMMER WOVEN WIRE FABRIC BACKING STONE
� �
(THIS SHEET) ° � 3- DIRECT WATER TQ TOP 4F 13ASIN USING �F a� (SEE DETAIL 040G0-18) AND OOIR FIBER NETTING 1. SKIMMER AND SEDIMENT BASINS: STO N E LCI D LANDFILL
t° STABILIZED DITCH, SLOPE pRAifJ PIPE ftR (SEE SHEET 7 of z) A. INSPECT SEDIMENT BASINS AT LEAST WEEKLY OR AFTER EACH 0.5 INCH RAINFALL
BOTTOM ANCHORED OR OTHER APPROVED METHOD. 1s� EVENT AND REPAIR IMMEDIATELY.
WITH STAPLES PROTECT WEIR WITH FILTER 5 2 ROCK HILL DRIVE
K'ABRIC AND RIPRAF �;` z � B. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT
SKIMMER WITH RETRIEVAL ROPE FILTER FABRIC to
I ACCUMULATES TO ONE—HALF THE DESIGN DEPTH.
(SEE DETAIL 04000.18) — — —— — f C. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND CHAPEL HILL, N C
4" OR 6" PVC — — INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
TOP OF `— — REPAIRS IMMEDIATELY.
DAM V-0" _
D. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
f'� r MANENTLY STBILIZD;
E 6" $T'N REMOVE THE ESDTRUCTURE OAND IALL. AFTER ALL SIMENT—PRDUCNGAUN TAB EV SEDIMENT. SMOOTH THE AAREAETTO
fT WTH FILTER FABRIC LENGTH LENGTH BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
BAFFLE .DETAIL NOTES: SKIMMER BASIN CROSS SECTION 2. OUTLET PROTECTION: PREPARED BY:
- 1, USE FOR DRAINAGE AREAS NOT EXCEEDING FIVE ACRES,
2, EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING A. INSPECT OUTLET PROTECTION ONCE A WEEK AND AFTER EACH 0.5 INCHE RAINFALL TO NC LIC.NO.F-1370(ENGINEERING)
TO TOWN SPECIFICATIONS. SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF SC COA NO.CO1488
I CORR FIBER MATTING STONES HAVE BEEN DISLOGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
i SECURE MTH NYLON LINE WEIR WITH RIPRAP
+ ZIP TIES, TOP O I}AM TOP OF DAM FURTHER DAMAGE.
DESIGN OF SPILLWAYS
WEIR DRAINAGE AREA WEIR LENGTH 1 WEIR
36' (ACRES} (FT) r LENGTH SMIT H +
STOKE APRON Ulm.
WITH FILTER FABRIC � ZIP TIES 2 6.0 FILTER FABRIC
DITCH AND BURY
FILTER FABRIC EDGE
S R'a (MIN. 12" OF FABRIC)
FLOW DIRECTION GARDNER
STAPLES 5 12.0 PVC
GROUND 1 DIMENSIONS SHOWN ARE MINIMUM PIPE ENGINEERS
Tl elf �IILI lil—I I— I IBM WEIR CROSS SECTION 14 N. Boylan Avenue,Raleigh NC 27603 � 919.828.0577
11�-I ,.
PERSPECTIVE VIEW WOVEN WIRE FABRIC. MIN_ 1526 Richland St.,Columbia SC 29201
SECURE WITH NYLON 21P TIES,
�I III
1L UW- 1L
' T—POST SEAL
CHATHAM COUN 1'Y CHATHAM COUNTY DocuSigned by:��0, (� CARD �'�.♦i
1 I3£I'11LNU BEk I3£I'llLhU�1BEk Est" /���(
STANDARD SKIMMER BASIN EC2 �v1a_�,,; STANDARD SKIMMER BASIN Ec2 2013-016 27B482DF1�9438 Q SEAL 9< -
SHEET 1 [,f 3 S11F.P T 2[,f 3
R'h�F.RAHYJ!1'IkPTit'll PPI'Nz1lkT w'hTP."85TJ-1'IkPT 'tl uPrN-T
023002
''•. `S'T FNGINEE� �� .
•. F1' A.�/�X(024
SEAL 0
,�Np�n�4.,,�i
DocuSigned b .,*,,�'`C` �~'`�//'�♦j♦,
NOTES.
SEDIMENT BASIN SCHEDULE �Sc 'E4� FESs/°ti9ti� ''''
SKIMMER IS TO BE A SURFACE DEWATERING DEVICE A B C D E F G H = SEAL
SUCH AS OMP SKIMMER OR APPROVED DEVICE. BASIN (FT) (FT) (FT) (FT) (IN) (IN) (%) (FT) 054367
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN VENT SCREEN ACCESSIBLE A 311 314 315 316 36 18 8.1 80 ''•♦ FNGINEE� \ .`"
THROUGH DOOR ,♦ FSSE G31�j*2024
TEMPORARY' BASIN OR TO RISER INLET- B 283 286 287 288 24 15 7.5 40 ��'�.,,����"�"����
7. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN. D 252 254 255 256 24 15 2 50
SKIMMER SIZE E 254 258 259 260 36 18 1.7 60
REV. DATE DESCRIPTION
BASIN SIZE (IN)
PRINCIPAL SPILLWAY 10'
A 4
B 3
D 3 TOP OF BERM EL. _ (D)
E 4 2
SCHEDULE 40 PVC 1 STRUCTURAL FILL
RIGID FLEXIBLE JOINT FLOAT EMERGENCY SPILLWAY EL. _ (C)
OUTLET END: CONNECTION RETRIEVAL ROPE PRINCIPAL SPILLWAY EL. _ (B) �\ FILTER DIAPHRAGM (WIDTH = 14')
TO OUTLET PIPE OR RISER 3 (SEE NOTE 1)
CPP BARREL
00 0 _ (F) SLOPE _ (G) LENGTH = (H)
BARREL3 3 PIPE LONGER THAN SHOWN. SKIMMER C
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER. BASE EL. _ (A)
ji TO OUTLET
N
� 1
2' -C-4CHATHAM COUN qY 44' RIPRAP SKIMMER PIT
NORTH f h R n 1.1 N 1 CUT—OFF TRENCH p v
Z7�'A[L NUMBER Electronic files are instruments of service provided b Smith
r 3 8 OZ/SY NONWOVEN GEOTEXTILE (SEE NOTE 2) NOTE: Gardner,Inc.for the convenience of the intended recipient(s),and
— STANDARD
RD SKIMMER
T�Iif E R BASIN
/� SI T S��I�h J�ER 2018-017 re warranty is either expressed or implied. Any reuse or
1 1i �['� J.��+,� ..C�. 1�l ��+�11'� EC2 1. CONSTRUCT FILTER DIAPHRAGM OF ASTM C-33 FINE AGGREGATE. redistribution of this document in whole or part without the
ereisxr�fgor�rrinn°e'""ruBtiT SHFF'T 3 of ALTERNATIVELY, OWNER MAY USE ANTI—SEEPAGE COLLARS IN LIEU OF A written authorization of Smith Gardner,Inc.,will be at the sole
risk of the recipient. If there is a discrepancy between the
5'x5'x1' CONCRETE FILTER DIAPHRAM. electronic files and the signed and sealed hard copies,the hard
ANTI—FLOTATION BLOCK copies shall govern. Use of any electronic files generated or
provided by Smith Gardner,Inc.,constitutes an acceptance of
2. CUT—OFF TRENCH SHALL BE CONSTRUCTED OF LOW—PERMEABILITY SOIL. these terms and conditions.
SEDIMENT BASIN CROSS SECTION
PROJECT TITLE:
DETAIL 4
A A NOT TO SCALE EC2
STONE LANDFILLAND MINE
3 TIMES INNER 1,6.
PERMIT DRAWINGS
DIAMETER (I.O.) — —PIPE T
RIP RAP APRON
PLAN VIEW DRAWING TITLE:
00
NOTES:
C14 1)CD
L THE LENT" of THE RIPRAP APR°N, EROSION AND SEDIMENTATION
N
M 2) d 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
� LESS THAN 6" (inches).
CONTROL DETAILS
3
— J '`— 3) A FILTER BLANKET OR FILTER FABRIC SHOULD BE (SHEET 2 O F 4)
o L INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
o PIPE
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Nf I ! -IY —1 �I' DESIGNED: PROJECT NO:
III J.C.L. ARBD 23-1
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s SECTrON 'A-A' FABRIC
L.H.B. AS SHOWN
APPROVED DATECHA :
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PERMIT ISSUE
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MAR. 2024
J NOR-YK ChROLI� h FILENAME
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❑ STANDARD PIPE OUTLET (ISO DEFINED CHANNET.) 5 ?018_006
Ir EC2 SHEFT 1 „r I NOT FOR CONSTRUCTION SHEET NUMBER: DRAWING NUMBER8 :
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DocuSign Envelope ID:420FB845-FEF9-4FFE-A422-36CB470BC860
PREPARED FOR:
SEEDING SPECIFICATIONS: ARBD, LLC
TOP RIM 1. GENERAL
OF DITCH THE CONTRACTOR SHALL ESTABLISH A SMOOTH, HEALTHY, UNIFORM, CLOST STAND OF GRASS STONE LCI D LANDFILL
70'--C" MINIMUM 2'-Q" MIN- FROM THE SPECIFIED SEED. PRIOR TO REVEGETATION THE CONTRACTOR SHALL ADEQUATELY
BUTSEDIMENCIENT T ON TO KEEP
NOTES: — TEST THE SOILS TO BE REVEGETATED TO ENSURE THE ADEQUACY OF THE SPECIFIED 52 ROCK HILL DRIVE
GRAVEL r-OOST-RUCTION ENTRANCE S"LL BE I I I I I�" REQUIREMENTS. ANY MODIFICATIONS TO THESE REQUIREMENTS DEEMED NECESARRY AFTER THE
MAINTAINED ROUTINELY TO AVOID SEDIXMT STEEP CUT OR FILL SLOPE 18' '
i•FAVING, PROJECT. -�l REVIEW OF SOIL TEST RESULTS, SHALL BE AT THE CONTRACTORS SOLE EXPENSE. THE CHAPEL HILL, N C
SEDIMLNT WTSRING 10ADMY FRPM ?ROJECT R ENGINEER WILL PERFORM THE OBSERVATIONS TO DETERMINE WHEN SUCCESSFUL REVEGETATION
SHALL HE REMOVED IMMEDIATELY. —r 3:15LOPE
(MAXIMUM) IS ACHIEVED.
25-FT OR WIDTH OF 2. SOIL PREPARATION:
£xISTING 2"-3" STONE TO 6E USED PROPOSED STREET, A. LIMIT PREPARATION TO AREAS WHICH WILL BE PLANTED SOON AFTER PREPARATION.
ROADWAY (SURGE STONE OR RAILROAD BALLAST) VMICHEVER I5 CROSS SECTION A—A NOTE:
GREATER. STABILIZE DIVERSION UITCH WITH TEMPORARY B. LOOSEN SURFACE TO MINIMUM DEPTH OF FOUR (4) INCHES.
SEEDING AND EROSION CONTROL MATTING. C. REMOVE STONES, STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATTER OVER PREPARED BY:
THREE (3) INCHES IN ANY DIMENSION. NC LIC.NO.F-1370(ENGINEERING)
D. SPREAD LIME UNIFORMLY OVER DESIGNATED AREAS AT THE RATE SPECIFIED IN TABLE
1 OF THESE DRAWINGS. SC COA N0.C01488
UPSLOPE TOE A E. AFTER APPLICATION OF LIME, PRIOR TO APPLYING FERTILIZER, LOOSEN AREAS TO BE
PLAN MEW POSITIVE GRADE 1.0% MAXIMUM SEEDED WITH DOUBLE DISC OR OTHER SUITABLE DEVISE IF SOIL HAS BECOME HARD
OR COMPACTED. CORRECT ANY SURFACE IRREGULARITIES IN ORDER TO PREVENT
' POCKETS OR LOW AREAS OF STANDING WATER.
F. DISTRIBUTE FERTILIZER UNIFORMLY OVER AREAS TO BE SEEDED AT THE RATE
NEW � SPECIFIED IN TABLE 1 OF THESE DRAWINGS;
CONSTRUCTION SIDE SLOPES TOP RIM i. USE SUITABLE DISTRIBUTOR.
SMITH
a'-C' MINIMUM 3:� MAXIMUM TOP RIM OF DITCH 2'-0" MINIMUM ii. INCORPORATE FERTILIZER INTO SOIL TO A DEPTH OF AT LEAST TWO 2
EXISl1NG ROADWAYGARDNER
{ } ( )
INCHES.
iii. REMOVE STONES OR OTHER SUBSTANCES WHICH WILL INTERFERE WITH E N G 1 N E E R S
TURF DEVELOPMENT OR SUBSEQUENT MOWING.
G. GRADE SEEDED AREAS TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE 14 N. Boylan Avenue,Raleigh NC 27603 919.828.0577
STEEP CUT OR FILL SLOPE TEXTURE. 1526 Richland St.,Columbia SC 29201
6" MaN. L� i. ROLL AND RAKE, REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED
�FILTER FABRIC UNDER STONE TO MEET FINISH GRADES.
ii. FINE GRADE JUST PRIOR TO PLANTING.
CROSS SECTION SEAL
3. SEEDING: oocus 9ned :by N CARp�'''.,�
.
PLAN VIEW A. USE APPROVED MECHANICAL POWER DRIVEN DRILLS OR SEEDERS, MECHANICAL HAND 5f" .• Q�FESS/O /'Ir�'•,�
SEEDERS, OR OTHER APPROVED EQUIPMENT. z7BF, 9435 Q 9<
00
CHATHAM COUN l N' CMA'r1-1ANi COUNTY B. DISTRIBUTE SEED EVENLY OVER ENTIRE AREA AT THE RATE SPECIFIED IN ON THE SEAL
N nR7la 1' 1 k I I NnItTµ Ceµn I-IVA
DETAIL NUMBER DETAIL NUMBER SEEDING SCHEDULE OF THESE DRAWINGS.
' 023002
C. STOP WORK WHEN WORK EXTENDS BEYOND MOST FAVORABLE PLANTING SEASON FOR
► +
STANDARD GRAVEL CONSTRUCTION ENTRANCE Ec3 ac'i$-ll�� STANDARD TEMPORARY DIVERSION DITCH EC3 � SPECIES DESIGNATED, OR WHEN SATISFACTORY RESULTS CANNONT BE OBTAINED `S'T FNGINEE����.•��
SL1F T I of I Si1FET iof I BECAUSE OF DROUGHT, HIGH WINDS, EXCESSIVE MOISTURE, OR OTHER FACTORS. ''�.,�CFy A.S ��j2024
µ',lTRk}RY.e1 wR{31},I:n4h pf.MART.N p.tiI µ',lTP.kARY.e1�'R{31}aTIC}y'pf.MART.Np.h;T
D. RESUME WORK ONLY WHEN FAVORABLE CONDITIONS DEVELOP, OR AS DIRECTED BY St
THE ENGINEER. SEAL �••����••••,,
E. LIGTHLY RAKE SEED INTO SOIL FOLLOWED BY LIGHT ROLLING OR CULTIPACKING. .•`'��N CARp�'''•.
F. IMMEDIATELY PROTECT SEEDED AREAS AGAINST EROSION BY MULCHING. oo`�S 9ned pQ'( ESS/ ��'Ir'�'•,
i. SPREAD MULCH IN A CONTINUOUS BLANKET AT THE RATE SPECIFIED IN Jaaa� Otiy 9
THE SEEDING SCHEDULE OF THESE DRAWINGS. cIFISI ecZs�EnAc Q SEAL <
ii. IMMEDIATELY FOLLOWING SPREADING MULCH, SECURE WITH EVENLY = 054367 e
DISTRIBUTED BINDER AT THE RATE SPECIFIED IN THE SEEDING SCHEDULE
OF THESE DRAIWGS. FNGINEE�
ALL DISTURBED AREAS
EROSION & SEDIMENTATION CONTROL MAINTENANCE NOTES: FSSE C,3 j, ►1424
Species Rate lb/acre) Dates March 1 - Atigmt 31 Se teinber 10 - February 28 1. TEMORARY AND PERMANENT SEEDING:
A. GENERALLY A STAND OF VEGETATION CANNOT BE DETERMIEND TO BE FULLY
5o# Tall Fescue 50# Tall Fescue REV. DATE DESCRIPTION
R�'E Ydii1) 120 Jai1ll�.i�F 1 - A1a'[T I ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING.
to# Centipede 10# Centipede B. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND
25# Bermuda Lille Bermuda grass Cunhulledl RE-SEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.
Annual les edeza (Kobe) $rass 354 Bermu C. RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION
5ooit Fertilizer im# Fertilizer OCCURS, AS SOON AS POSSIBLE. DO NOT MOW AND PROTECT FROM TRAFFIC AS
German rT3lllel 40 May 1 - August 15 4000## Limestone 4000# Limestone D.
AS POSSIBLE.
D. FOR AREAS THAT ARE NOT ESTABLISHING GROWTH, CONSULT EROSION CONTROL
Rve (grain) 120 August 15 - December ) 1 ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING
WASTE AND BORROW AREAS OTHER ALTERNATIVES FOR VEGETATION. THE VEGETATION RATES ARE THOSE WHICH
DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING RATE COMBINATIONS MAY BE
March 1 - August 31 September 10 - Fel)rl-laEy 28 POSSIBLE.
Soil Amendments -5# Tall Fescue 15# Tall Fescue
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural 25# Bertnudagrass (hulled) 254 Perrnudagrass (unhulled)
limestone and 750 lb/acre 10-10-10 fertilizer.. 500# Fertilizer 500# Fertilizer SOIL STABILIZATION TIME FRAMES
4000# I..1mestone 4000�+ T_iznestone
MulchSITE AREA STABILIZATION EXCEPTIONS
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request. PERIMETER DIKES, SWALES,
Anchoring tool. A dist with blades set nearly straight earl be used as a mulch anchoring DITCHES, SLOPES 7 DAYS NONE
tool. Orr cut and Fill slopes 2:1 or stecpct Centipede shall be applied at the rate of 5 lb/acre and add 20# of
Sericea Lespedeza from]anuary 1 - December 31, HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
Mallitenaiaee IF SLOPES ARE 10 FEET OR LESS
Rcfcrv111zc if growth 1s riot fully adequate. Reseed, referti1ize and mulch 1t imediately Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1--2-2 SLOPES STEEPER THAN 3:1 7 DAYS IN LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED.
Following erosion. or other damage. ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a Electronic files are instruments of service provided by Smith
1 D ?{l-?[} analysis and as directed, SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER Gardner,Inc.for the convenience of the intended recipient(s),and
THAN 50 FEET IN LENGTH• no warranty is either expressed or implied. Any reuse or
redistribution of this document in whole or part without the
ALL OTHER AREAS WITH SLOPES NONE EXCEPT FOR PERIMETERS written authorization of Smith Gardner,Inc.,will be at the sole
FLATTER THAN 4:1 14 DAYS AND HQW ZONES. risk of the recipient. If there is a discrepancy between the
electronic files and the signed and sealed hard copies,the hard
copies shall govern. Use of any electronic files generated or
provided by Smith Gardner,Inc.,constitutes an acceptance of
CHATHAM COSY Cl1A771AM COUNTY these terms and conditions.
K0 RT11 CAµU 1.1 NA NnItTµ CAFLU I.I NA
Z 116'I'AILKU 8ER DETAILNUMBER
TEMPORARY SEEDING/MULCHING SPECIFICATIONS 3 201$-020 PERMANENT SEEDING/MULCHING SPECIFICATIONS 4 2015-021 PROJECT TITLE:
EC3 S11FET I of 1 EC3 SLIFl-T 1 of 1
R'A7P,Ik8HPS7 FM1TR�'i1D�+RP.MARTM};NT R'A7F.RAHPS7 FM1TR�'i1P�+'pF.MARTkhNT
STONE LANDFILL AND MINE
PERMIT DRAWINGS
W GABION/RIPRAP CHANNEL SCHEDULE
CHANNEL I.D. W (FT)
III—III _ IIIIIII � I I GABION 15
III—III—III I—III—III III I DRAWING TITLE:
=IIII=III= D=1.5' MIN. =III=I RIPRAP 20
;IIII—III I I1 I I I I I 11= BASIN E INLETS 30
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LP
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EROSION AND SEDIMENTATION
III=IIII;I ORE RIOPRAPTTRESS
1 I I III III III III III III III III I I I CONTROL DETAILS
CN a ' I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I
CD
__ _ _ _ _ (SHEET 3OF4)
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IIIIIIIIIIIIIIIIIIIII—III FILTER FABRIC
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o J.C.L. ARBD 23-1
m DRAWN: SCALE:
Ir
GABION RIPRAP CHANNEL PERMIT ISSUEL.H.B. AS SHOWN
APPROVED: DATE:
dC� MAR. 2024
DETAIL 5 FILENAME: ARBD-DO027
NOT TO SCALE
EC3 NOT FOR CONSTRUCTION SHEET NUMBER: DRAWING NUMBER:
m
a 9 EC3
`' © 2024 Smith Gardner, Inc.

DocuSign Envelope ID:420FB845-FEF9-4FFE-A422-36CB470BC860
PREPARED FOR:
6" 5'-0" 6" ARBD, LLC
CULVERT SCHEDULE STONE LCI D LANDFILL
SEE NOTES 1 AND 3 r-I r_1 LENGTH INV. IN INV. OUT SLOPE 52 ROCK HILL DRIVE
L J L J NO. SIZE REMARKS
(FT) (FEET) (FEET) (%) CHAPEL HILL, N C
A A C-1 (2 PIPES) 36"0 RCP (CLASS III) 60 263.0 260.0 5 OVERFILL
- - - - - - - C-2 (2 PIPES) 36"0 RCP (CLASS III) 65 279.0 276.0 4.6 H
0 0
STANDARD EMBANKMENT INSTALLATION SOILS AND MINIMUM D /6 (MIN.) Do Do(MIN.)
COMPACTION REQUIREMENTS PREPARED BY:
HAUNCH-SEE TABLE NC LIC.N0.F-1370IENGINEERING)
INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND LOWER SIDE SC COA NO.CO1488
OUTER BEDDING _ _ _ _
SEE NOTES 1 AND 3 LOWER SIDE-SEE TABLE
r-I r 1 _
Do/24"(600mm) MINIMUM, 90% SW, SP, GW, GP; 95% I ��
L J L J NOT LESS THAN 3"(75mm)' ML, SM, GM OR GC, SC WITH - - SM ITH
STEPS TYPE 1 IF ROCK FOUNDATION, USE 95% SW, SP, GW, GP <20% PASSING NO.200 SIEVE; ��? �;���, ,���,���,����,�,,�������,���,� ?��, �''
PLAN (SEE NOTE 5) Do/12"(300mm) MINIMUM, OR 100% CL, MH, SC, GC, CH. BEDDING-SEE TABLE
NOT LESS THAN 6 (150mm). D /3 MIDDLE BEDDING: LOOSELY
DRAINAGE CHANNEL SEE NOTE 4 Do/24"(600mm) MINIMUM, OUTER BEDDING: MATERIALPLACED
(WHERE APPLICABLE) NOT LESS THAN 3"(75mm). 90% SW, SP, GW, GP; OR 85% SW, SP, GW, GP; 90% AND COMPACTION EACH EXCEPT FOR TYPE
BEDDING
TYPE 2 IF ROCK FOUNDATION, USE 95% ML, SM, GM OR GC, SC ML, SM, GM OR GC, SC WITH SIDE, SAME REQUIREMENTS
" WITH <20% PASSING NO.200 <20% PASSING N0.200 SIEVE; AS HAUNCH _
Do/12 (300mm) MINIMUM, FOUNDATION
DRAINAGE CHANNEL SIEVE OR 95% CL, MH, SC, GC, CH.
PRECAST NOT LESS THAN 6 venue,(150mm). 14 N.Bolan A Ralei h NC 27603 919.828.0577
(WHERE APPLICABLE) CONCRETE (BASED ON AMERICAN CONCRETE PIPE y g
TOP ��\/�/\� Do/24"(600mm) MINIMUM, 1526 Richland St.,Columbia SC 29201
1 1 \% o NOT LESS THAN 3 (75mm). 85% SW, SP, GW, GP; 90% 85% SW, SP, GW, GP; 90% ASSOCIATION RECOMMENDATIONS)
2 \ 2 N TYPE 3 IF ROCK FOUNDATION, USE ML, SM, GM OR GC, SC WITH ML, SM, GM OR GC, SC WITH
Do/12"(300mm) MINIMUM, <20% PASSING N0.200 SIEVE; <20% PASSING N0.200 SIEVE;
OR 95% CL, MH, SC, GC, CH OR 95% CL, MH, SC, GC, CH. NOTES: SEAL
\ EL.= D NOT LESS THAN 6"(150mm). 1. COMPACTION AND SOIL SYMBOLS (95% SW) REFER TO SW SOIL MATERIAL (USCS CLASSIFICATION) WITH A MINIMUM •`' aA
\� \ DocuSigned by: •• .CN CARD
NO BEDDING REQUIRED, STANDARD PROCTOR COMPACTION (ASTM D 698) OF 95%. O� ESS/p ��ti
EXCEPT IF ROCK FOUNDATION, NO COMPACTION REQUIRED, NO COMPACTION REQUIRED, 2. SOIL IN THE OUTER BEDDING, HAUNCH, AND LOWER SIDE ZONES, EXCEPT WITHIN Do/3 FROM THE PIPE SPRINGLINE, 5fa"j..
� tiTYPE 4 " EXCEPT IF CL, MH, SC, GC, EXCEPT IF CL, MH, SC, GC, 2'g'82Da- Q
USE Do/12 (300mm) MINIMUM, SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS THE MAJORITY OF THE SOIL IN THE OVERFILL -1
SEAL
PRECAST CONCRETE BOX Li ° U NOT LESS THAN 6"(150mm)• CH USE 85%. CH USE 85%. ZONE. 023002 e
(SEE NOTE 2) INLET PIPE (WHERE APPLICABLE) 3. SUBTRENCHES:
(SEE NOTE 1) 3.1. A SUBTRENCH IS DEFINED AS A TRENCH WITH ITS TOP BELOW FINISHED GRADE BY MORE THAN 0.1H OR, '•.,`rT FNGINEE �.•�
OUTLET PIPE FOR ROADWAYS, ITS TOP IS AT AN ELEVATION LOWER THAN 1'(0.3m) BELOW THE BOTTOM OF THE �'•.,gOFY A 5*� 024
(SEE NOTE 1) PAVEMENT BASE MATERIAL.
'••••mnna••.
3.2. THE MINIMUM WIDTH OF A SUBTRENCH SHALL BE 1.33 Do, OR WIDER IF REQUIRED FOR ADEQUATE SPACE SEAL �.••�����•••.,,�
° ° = TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. DocuSigned®y•,.•`o��N ESS o0
3.3. FOR SUBTRENCHES WITH WALLS OF NATURAL SOIL, ANY PORTION OF THE LOWER SIDE ZONE IN THE ��
SUBTRENCH WALL SHALL BE AT LEAST AS FIRM AS AN EQUIVALENT SOIL PLACED TO THE COMPACTION 1j7FCC95Cr7F4AC
F REQUIREMENTS SPECIFIED FOR THE LOWER SIDE ZONE AND AS FIRM AS THE MAJORITY IF THE SOIL IN THE SEAL =
OVERFILL ZONE, OR SHALL BE REMOVED AND REPLACED WITH SOIL COMPACTED TO THE SPECIFIED LEVEL. 054367
CONCRETE PIPE INSTALLATION
EL.= B 024
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_ DETAIL
CD
2 REV. DATE DESCRIPTION
NOT TO SCALE EC4
CONCRETE FILL (SLOPE TOWARD INVERT OUT)
6" COMPACTED CRUSHED STONE BEDDING
SECTION A-A NOTES: BLACK LETTERS
1. PROVIDE WATERTIGHT JOINTS ON ALL PIPING.
2. PRECAST CONCRETE BOXES SHALL CONFORM TO THE
FOLLOWING REQUIREMENTS: EDGE OF WASTE MARKER
A. CONCRETE: COMPRESSIVE STRENGTH 4000 PSI. o (FIBERGLASS, PLASTIC, OR OTHER WEATHER
B. REINFORCING: ASTM A-615, GRADE 60. -H RESISTANT PERMANENT MATERIAL)
DROP INLET SCHEDULE C. MEETS H-20 LOADING. LO
3. PIPES MAY BE ORIENTED DIFFERENTLY WITH RESPECT TO THE FINISHED GROUND SURFACE
DROP INLET (FEET) (FEBET) (FEET (FEDET) (FEET) THE CHANNEL THAN DISPLAYED HERE. SEE DRAWING EC1 FOR
PROPER ORIENTATION.
DI-1 (2 INLETS) 262.7 263.0 N/A 268.0 5 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FROM
SEDIMENTATION FOR ALL DROP INLETS USING STONE FILTER
DI-2 (2 INLETS) 278.7 279.0 N/A 284.0 5
FENCE PLACED AROUND PERIMETER. SEE DETAIL EC1 \ \ \ \ \ \
5. PROVIDE STEPS FOR DROP INLETS WITH H>4.5'. STEPS SHALL 1.5'
HAVE A 16" SPACING THE FULL HEIGHT OF THE DROP INLET.
START FIRST STEP 6" BELOW TOP.
DROP INLET
NOTE: Electronic files are instruments of service provided by Smith
DETAIL 1. PLACE EDGE OF WASTE MARKERS EVERY 100' ON-CENTER AND Gardner,Inc.for the convenience of the intended rec o nt(sl,and
no warranty is either expressed or implied. Any reuse or
AT BREAK POINTS, OR OFFSET FROM WASTE LIMITS AS redistribution of this document in whole or part without the
NOT TO SCALE EC4 DIRECTED BY OWNER OR OWNER'S REPRESENTATIVE. written authorization of Smith Gardner,Inc.,will be at the sole
risk of the recipient. If there is a discrepancy between the
2. PROVIDE OFFSET DISTANCE (AS NEEDED) TO EDGE OF WASTE. electronic files and the signed and sealed hard copies,the hard
copies shall govern. Use of any electronic files generated or
provided by Smith Gardner,Inc.,constitutes an acceptance of
these terms and conditions.
EDGE OF WASTE MARKER
PROJECT TITLE:
EDGE 0 MARKER C4 DETAIL 3
5' (TYP.) TOP OF WASTE GRADES _ NOT TO SCALE
VARIES VARIES 3 EC4
DRAINAGE CHANNEL NCDOT AGGREGATE
_ - STONELANDFILLANDMINE
_
1� - PERMIT DRAWINGS
EC1
BASE COURSE
I
5 PERIMETER ACCESS ROAD 3 3 J__
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VARIES STRUCTURAL
GUARDRAIL FILL NONWOVEN GEOTEXTILE
CD
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co _ 1. AGGREGATE BASE COURSE SHALL MEET THE GRADING REQUIREMENTS IN NCDOT APPROVED EQUIVALENT CONTROL DETAILS
3 - SECTION 520 AND BE OBTAINED FROM AN APPROVED NCDOT SOURCE. (SEE NOTE 3)
CN 2. AGGREGATE SHALL BE PLACED AND COMPACTED IN 8-INCH THICK (IN-PLACE) (SHEET 4 OF 4)
o EXCAVATION GRADE (VARIES) LIFTS TO 100 PERCENT ITS STANDARD PROCTOR MAXIMUM DRY DENSITY.
d 3. GEOTEXTILE SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 180 LBS,
PERIMETER BERM CROSS SECTION (TYP.) MINIMUM PUNCTURE RESISTANCE OF 75 LBS, TRAPEZOIDAL TEAR OF 75 LBS,
AND AOS OF LESS THAN 0.6 MM.
DETAIL r4 ALL-WEATHER ACCESS DESIGNED: PROJECT NO:
o NOT TO SCALE EC4 J.C.L. ARBD 23-1
m DRAWN: SCALE:
PERMIT ISSUE DETAIL 5 C.T.J. AS SHOWN
NOT TO SCALE qS4 APPROVED DAIL
dCt MAR. 2024
J
NOT FOR CONSTRUCTION FILENAME:
0 ARBD-DO027
SHEET NUMBER: DRAWING NUMBER:
m
a 10 EC4
0 © 2024 Smith Gardner, Inc.
b

DocuSign Envelope ID:420FB845-FEF9-4FFE-A422-36CB470BC860
PREPARED FOR:
ARBD, LLC
STONE LCID LANDFILL
52 ROCK HILL DRIVE
CHAPEL HILL, NC
PREPARED BY:
NC LIC.NO.F-1370(ENGINEERING)
SC COA NO.CO1488
COMPACTED
BLACK LETTERS EMBANKMENT S M ITH +
PERIMETER/ACCESS ROAD (REVEGETATED) 1
EDGE OF LINER MARKER (SEE NOTE 1) MINE EXCAVATION
(FIBERGLASS, PLASTIC, OR OTHER WEATHER GARDNER
{, M RESISTANT PERMANENT MATERIAL) 1 2 �//I //�/� 11
�j�\/�\ '3 5' �\/�\/�\ E N G 1 N E E R S
FINISHED GROUND SURFACE // �/ // �/1 // // // // R
� DA N E R � SLOPE TO DRAIN �� �� �� �� �\ �\ �\ �\ � 14 N. Boylan Avenue,Raleigh NC 27603 � 919.828.0577
G 1526 Richland St.,Columbia SC 29201
MINE BOUNDARY PREPARED SUBGRADE 3
NOTES: �1 SEAL I�,,��uuu����,�•
N O TRESPASSING 1. ALTERNATIVELY, BERM MAYBE SUBSTITUTED BY 6' TALL FENCE AND/OR DocuSigned b;,,��,,��N CARO��•.,��
1.5 ROCK BOULDERS SO OR LARGER. �.• EssiO�, �'y '•;
.00
MINE PERMIT N O.G8-O4 2. SAFTY7 BERM, OR EQUIVALENT, TO BE UTILIZED UNTIL MINE RECLAMATION 27B482DI=��9438_ Q 9<
GRADES HAVE BEEN ACHIEVED. SEAL
023002
MINE BOUNDARY LIMIT MARKER SIGNAGE SAFETY BERM '• - A.�f�,#f2 o24
DETAIL DETAIL 2 DETAIL 3 SEAL
NOT TO SCALE NOT TO SCALE NOT TO SCALE D� �••` CAR �''•
DocuSigned/6�ay� �ESS/ 0 ! ,
Jwu Q�°F °tiy<
CSECC95(a37E4AC._ SEAL
054367
'01•, FNGINEE� .•.
FSS E C•3/�,���2024
REV. DATE DESCRIPTION
NO TRAFFIC OR _ PROTECTION REQUIRED WITH
ACCESS ALLOWED FENCE, BERM, OR BOULDERS
3H
2H
H
Electronic files are instruments of service provided by Smith
Gardner,Inc.for the convenience of the intended recipient(s),and
no warranty is either expressed or implied. Any reuse or
I� ( III I / / redistribution of this document in whole or part without the
j/x written authorization of Smith Gardner,Inc.,will be at the sole
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