Appendix I-Concentrator Site Plans 2014-06-06

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DRAWING INDEX
DRAWING NUMBER DESCRIPTION
FAURELIAN
SPRINGS
26—C—DWG-0001 COVER SHEET F
26—C—DWG-0002 KEY PLAN
26—C—DWG-0003 LEGEND, ABBREVIATIONS, & GENERAL NOTES
C C C 26—C—DWG-0011 EXISTING CONDITIONS PLAN
26—C—DWG-0012 DEMOLITION PLAN
26—C—DWG-0021 EROSION CONTROL DETAILS
26—C—DWG-0022 EROSION CONTROL DETAILS
Mil"N' ING UNIT RELOCATION 26—C—DWG-0031 SITE DETAILS
26—C—DWG-0032 SITE DETAILS
26—C—DWG-0041 GRADING & DRAINAGE DETAILS
AURELIAN SPRINGS ROAD 26—C—DWG-0042 GRADING & DRAINAGE DETAILS
26—C—DWG-0051 UNDERGROUND UTILITY DETAILS
LITTLETON, NC 27850 26—C—DWG-0052 UNDERGROUND UTILITY DETAILS
HALIFAX COUNTY 26-C-DWG-0100 OVERALL SITE PLAN
26 -we 101 SITE MAP 0530128 AND 0501589 -0O2 SITE PLAN
26—C—DWG-0103 SITE PLAN
26—C—DWG-0104 SITE PLAN
26—C—DWG-0105 SITE PLAN
26—C—DWG-0106 SITE PLAN
26—C—DWG-0107 SITE PLAN
26—C—DWG-0108 SITE PLAN
26—C—DWG-0109 SITE PLAN E
E MERIDIAN 26—C—DWG-0110 SITE PLAN
N� 4� 26—C—DWG-0111 SITE PLAN
NORTH 26—C—DWG-0121 ACCESS ROAD VERTICAL PROFILES
26—C—DWG-0201 GRADING & DRAINAGE PLAN
26—C—DWG-0202 GRADING & DRAINAGE PLAN
26—C—DWG-0203 GRADING & DRAINAGE PLAN
26—C—DWG-0204 GRADING & DRAINAGE PLAN
GWING & DRAINAGE PLAN
MERIDIAN 26-c-0w0-0206 GRADING & DRAINAGE PLAN
NORTH 26-C-DWG-0207 GRADING & DRAINAGE PLAN
26—C—DWG-0208 GRADING & DRAINAGE PLAN
26—C—DWG-0209 GRADING & DRAINAGE PLAN
26—C—DWG-0210 GRADING & DRAINAGE PLAN
26—C—DWG-0211 GRADING & DRAINAGE PLAN
Q� � 26—C—DWG-0221 STORMWATER PIPE PROFILES
26—C—DWG-0222 UNDERGROUND PIPE PROFILES
Q 26—C—DWG-0231 DITCH, POND, & BERM SECTIONS
26—C—DWG-0241 EMERGENCY SPILLWAY DETAILS
26—C—DWG-0242 EMERGENCY SPILLWAY DETAILS
26—C—DWG-0251 PRE—DEVELOPED DRAINAGE BASIN MAP
v � co 26—C—DWG-0252 POST—DEVELOPED DRAINAGE BASIN MAP
Q ZQ Z 26—C—DWG-0301 EROSION CONTROL PLAN — PHASE I (INITIAL)
D 26—C—DWG-0302 EROSION CONTROL PLAN — PHASE I (INITIAL) D
26—C—DWG-0303 EROSION CONTROL PLAN — PHASE I (INITIAL)
SITE SITE -�
26—C—DWG-0304 EROSION CONTROL PLAN — PHASE I (INITIAL)
r 26—C—DWG-0311 EROSION CONTROL PLAN — PHASE 11 (FINAL)
26—C—DWG-0312 EROSION CONTROL PLAN — PHASE 11 (FINAL)
26—C—DWG-0313 EROSION CONTROL PLAN — PHASE II (FINAL)
AURELIAN SPRINGS RD 26—C—DWG-0314 EROSION CONTROL PLAN — PHASE 11 (FINAL)
26—C—DWG-0401 UNDERGROUND PIPE UTILITY PLAN
26—C—DWG-0402 UNDERGROUND PIPE UTILITY PLAN
ti 26—C—DWG-0403 UNDERGROUND PIPE UTILITY PLAN
26—C—DWG-0404 UNDERGROUND PIPE UTILITY PLAN
GiSj 4 t�� 26—C—DWG-0405 UNDERGROUND PIPE UTILITY PLAN
26—C—DWG-0406 UNDERGROUND PIPE UTILITY PLAN
�F V� 26—C—DWG-0407 UNDERGROUND PIPE UTILITY PLAN
Cn Q` 26—C—DWG-0408 UNDERGROUND PIPE UTILITY PLAN
�A9 26—C—DWG-0409 UNDERGROUND PIPE UTILITY PLAN
k 26—C—DWG-0410 UNDERGROUND PIPE UTILITY PLAN
26—C—DWG-0411 UNDERGROUND PIPE UTILITY PLAN
+r
t 26—C—DWG-0501 PUMP STATION DETAILS
AERIAL MAP 26-c-DwG-0502 SEPTIC FIELD DETAILS
NTS Q� C
OWNER: ILUKA RESOURCES, INC.
MR. CHARLES STILSON
12472 ST JOHN CHURCH RD
a STONY CREEK, VA 23882-3239
'l VICINITY MAP —4300
charle s�s nOilluka.com
NTS
CIVIL ENGINEER: AMEC NORTH CAROLINA, INC.
MR. MICHA ECCLES, PE
L; 400 EXECUTIVE CENTER DR., SUITE 200
GREENVILLE, SC 29615
-- [phone]
micho.ecclesOomec.com
GEOTECHNICAL: ATC ASSOCIATES OF NORTH CAROLINA, PC
z 2725 E. MILLBAMIN OOKILSO RD., SUITE 121
RALEIGH, NC 27604
[phone] z
n wilson450otcassociates.com
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TOTAL SITE AREA 67.49 ACRES SURVEYOR: MR. JONATHAN C. WATERS V'
TOTAL DISTURBED AREA: ±37.0 ACRES P.O. BOX 2109
ROANOKE RAPIDS, NC 27870 uB
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ELECTRIC: ROANOKE ELECTRIC COOPERATIVE
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N of DR � rz � C. STILSON D. ELMORE G. WYNN SUITE 100
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STAMP/SEAL �71IIrU�
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM, NC 27703
A >`�� N CAg����i� CLIENT PROJECT NO. ARE` AURELIAN SPRINGS MINE & CONCENTRATOR LICEN E: F— 4 n A
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PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO.
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= 1 ' DSN MBE 01/13/14
D 06/05/14 ISSUED FOR PERMIT SMP MBE MBE DRE CAW 11 175276
C 05/02/14 ISSUED FOR PERMIT SMP MBE MBE DRE GAW �'- ' �G E4Q ''�G�� DRN SMP 01/13/14 o
COVER SHEET DRAWING N0, REV.
B 03/24/14 ISSUED FOR APPRNVAL SMP MCR MBE DRE GAW %i,�y4' `` SCALE PACKAGE CODE a. CHK MCR 43/20/14
A 03/14/14 ISSUED FOR INFERNAL RENEW SMP M� GAW REF NUMBER TITLE �t/1l�it� AS NOTED 26-C-DWG-0001 D
REV YY REVISION ISSUE DESCRIPTION OR CHK P REV DDYY REVISION ISSUE DESCRIPTION D CHK AP A P P REFERENCES APP DRE 03/21/14
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F
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MERIDIAN MERIDIAN — \
A NORTH NORTH DRAWING NUMBER DESCRIPTION DRAWING NUMBER DESCRIPTION
f — 26—C—DWG-0301 EROSION CONTROL PLAN — PH i 2fi—C—DWG-0302 EROSION CONTROL PLAN — PH i
\ ( # 26—C—DWG-0311 EROSION CONTROL PLAN — PH It 26—C—DWG-0312 EROSION CONTROL PLAN — PH A
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\ l l 1 \ DRAWING NUMBER DESCRIPTION •�� _ ,,,._._ � `— °--/ //�. `� � � ` �, s � —
,...�� 26—G—DWG-001 1 EXISTING CONDITIONS PLAN ••
— J — 26—C—DWG-0012 DEMOLITION PLAN \
— — 26—C—DWG-0100 OVERALL SITE PLAN
IY � ,wrn a,wm• 3 P WE'.
DRAWING NUMBER DESCRIPTION DRAWING NUMBER DESCRIPTION
26—C—DWG-0303 EROSION CONTROL PLAN — PH I 26—C—DWG-0304 EROSION CONTROL PLAN — PH I
: � •r ,Y.`� '``� � , • T t N i.s3 � . • � ' .�� � _ _ ..,__� -- -- --, -.,� . ., CONTROL PLAN — PH LI
26—C—DWG-0313 EROSION CONTROL PLAN — PH 11 26—C—DWG-0314 EROSION CO — •_._.._.—_
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;•... ..••• ••• DRAWING NUMBER DESCRIPTION DRAWING NUMBER DESCRIPTION — — —
''.y?:: 26—C—DWG-0101 SITE PLAN 26—C—DWG-0102 SITE PLAN
P°H0 26—C—DWG-0201 GRADING & DRAINAGE PLAN 26—C—DWG-0202 GRADING & DRAINAGE PLAN
EL 226 i
— H 26—C—DWG-0401 UNDERGROUND UTILITY PLAN 26—C—DWG-0402 UNDERGROUND UTILITY PLAN
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D 26—C—DWG-0103 SITE PLAN " 26—C—DWG-0104 SITE PLAN 26—C—DWG-0105 SITE PLAN D
26—C—DWG-0203 GRADING & DRAINAGE PLAN 26—C—DWG-0204 GRADING & DRAINAGE PLAN 26—C—DWG-0205 GRADING & DRAINAGE PLAN
26—C—DWG-0403 UNDERGROUND UTILITY PLAN 26—C—DWG-0404 UNDERGROUND UTILITY PLAN 26—C—DWG-0405 UNDERGROUND UTILITY PLAN
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• DRAWING NUMBER DESCRIPTION DRAWING NUMBER DESCRIPTION DRAWING NUMBER DESCRIPTION
26—C—DWG-0106 SITE PLAN 26—C—DWG-0107 ISITE PLAN 26—C—DWG-0108 SITE PLAN
26—C—DWG-0206 GRADING & DRAINAGE PLAN 26—C—DWG-0207 IGRADING & DRAINAGE PLAN 26—C—DWG-0208 GRADING & DRAINAGE PLAN
26—C—DWG-0406 UNDERGROUND UTILITY PLAN SPACES 1 26—C—DWG-04p7 UNDERGROUND UTILITY PLAN 26—C—DWG-0408 UNDERGROUND UTILITY PLAN
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26—C—DWG-0109 SITE PLAN , 26—C—DWG-0110 SITE PLAN l 26—G—DWG-0111 SITE PLAN
26—C—DWG-0209 GRADING & DRAINAGE PLAN \\\ ( >;:- 26—C—DWG-0210 GRADING & DRAINAGE PLAN 26—C—DWG-0211 GRADING & DRAINAGE PLAN
26—C—DWG-0409 UNDERGROUND UTILITY PLAN 1 2fi—C—DWG-0410 UNDERGROUND UTILITY PLAN — 26—C—DWG-0411 UNDERGROUND UTILITY PLAN
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PARnCIAAH ENQUIRY, OMM OR CMP#t,T WRH WHICH it WAS WO ACCEPTANCE C. STILSON D. ELMORE G. WYNN 4021 STIRRUP CREEK DRIVE aMLICI&
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MG SUITE 100
i OF THIS ORAWING Sta M ACCEMANCE of THE ADM CONomoNS AND COPWacHc
`'= STAMP/SEAL �1111I I1 tT�� . . R. DURHAM, NC 27703
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z.. ¢ •'� ! PROJECT N0. ACTIVITY N0. BY MMDDYY �
D 06/05/14 ISSUED FOR POW DRD MBE MBE DRE GAW 0409
1 175276 DSN MBE Ot/3f14 SUBJECT CIVIL CLIENT SAP N0.
C 05/02/14 ISSUED FOR PERMR DRD MBE MBE DRE G4w ��C �A NE�0" 4�; � DRN DRD Qt/13j14 t
B o3/24/14 ISSUED FOR APPROVAL ORD MCR MBE ME GAW ,�i�9 B E�G � SCALE PACKAGE CODE CHK MGR O3 20 14 KEY PLAN DRAWING N0. REV,
A 03/14/14 ISSUED FOR INTERNAL REVIEW DRD MBE GAW REF NUMBER TITLE Jt1111t1� AS NOTED / / 26—C—DWG-0002
REV MMDDYY REVISION ISSUE DESCRIPTION Mr,CHK AP P AP APP REV MMI)DYY REVISION ISSUE DESCRIPTION RN CHK AP P APPAPP REFERENCES APP ORE 03/21/14
" 4CAD FILE: P:ACAD\Civ\26—C—DWG-0002.dwa

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GENERAL NOTES
1, GENERAL NOTES APPLICABLE TO ALL DRAWINGS. LEGEND ABBREVIATIONS AND ACRONYMS
2. BOUNDARY INFORMATION PROVIDED BY JONATHAN C. WATERS, P.O. BOX 2109 ROANOKE RAPIDS, NC. 27870 SURVEYS DATED 09/07/2012 AND 02/06/2013. EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL NEW EX I STI N G
3. TOPOGRAPHIC INFORMATION PROVIDED BY JONATHAN C. WATERS, P.O. BOX 2109 ROANOKE RAPIDS, NC. 27870 SURVEY DATED 01/31/2014. ABV ABOVE
F4. DIMENSIONS AND COORDINATES ARE IN FEET UNLESS NOTED OTHERWISE. ELECTRICAL/TELEPHONE POLE AGG AGGREGATE
5. ALL WORK TO BE PERFORMED SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE BLDG BUILDING
PROJECT. BM BENCHMARK
6. FOR GEOTECHNICAL RECOMMENDATIONS AND CONCLUSIONS SEE ATC ASSOCIATES OF NORTH CAROLINA, PC REPORT OF SUBSURFACE EXPLORATION & GEOTECHNICAL FIRE HYDRANT BMP BEST MANAGEMENT PRACTICE
ANALYSIS DATED 01/31/2014; REPORT OF DRAIN FIELD EVALUATION, DATED 01/31/2014; EVALUATION OF SEASONAL HIGH WATER TABLE AND INFILTRATION RATES, DESCRIPTION 15EY SYMBOL DESCRIPTION 15EY SYMBOL BOT BOTTOM OF TRENCH
DATED 01/31/2014; AND RESPONSE TO AMEC COMMENTS - FEB 5, 2014, DATED 02/10/2014. _ CHAIN LINK FENCE W/ CB CATCH BASIN (DROP INLET)
7. SPOT ELEVATIONS EQUAL FINISHED SURFACE ELEVATIONS. N If N BARBED WIRE CJ CONTROL JOINT (CONCRETE PAVEMENT)
8. CONTRACTOR TO CONTACT THE DESIGN PROFESSIONAL FOR ENTRANCE DESIGN CLARIFICATIONS, CONSTRUCTION ANOMALIES AND INSTALLATION QUESTIONS. (i CENTERLINE
9. HORIZONTAL DATUM: NAD-83, NORTH CAROLINA STATE PLANE. VERTICAL DATUM: NAVD-88. CHAINLINK FENCE W/O CO CLEANOUT
10, SEE SPECIFICATION 26-C-SPC-1101 FOR UNDERGROUND HOPE PIPE SPECIFICATIONS. TEMPORARY STONE cE EEO ROCK CHECK DAMS CD , BARBED WIRE CONT CONTINUOUS
11. SEE SPECIFICATION 26-C-SPC-2200 FOR EARTHWORK SPECIFICATIONS. CONSTRUCTION ENTRANCE EA EACH
12. SEE SPECIFICATION 26-C-SPC-2550 FOR INSTALLATION OF UNDERGROUND UTILITIES.
13. SEE SPECIFICATION 26-C-SPC-2610 FOR BITUMINOUS PAVEMENT SPECIFICATIONS. SF SILT FENCE ECB EROSION CONTROL BLANKET
14. SEE SPECIFICATION 26-C-SPC-2620 FOR CONCRETE PAVEMENT SPECIFICATIONS. EDB ELECTRICAL DUCT BANK
15. SEE SPECIFICATION 26-C-SPC-2710 FOR EXTERIOR FENCING SPECIFICATIONS. EG EXISTING GRADE
16. SEE SPECIFICATION 26-C-SPG-2720 FOR GRASSING SPECIFICATIONS. CRUSHED AGGREGATE EL ELEVATION
SILT FENCE
17. SEE SPECIFICATION 26-C-SPC-2776 FOR INSTALLATION OF HOPE GEOMEMBRANE. SF SURFACE ROUGHENING �jR SR SURFACE EM ELECTRICAL MANHOLE
18. HDPE PIPE DIAMETER SIZES ARE BASED ON IRON PIPE SIZE (IPS). CONTRACTOR SHALL SUBMIT CUT SHEETS FOR APPROVAL PRIOR TO CONSTRUCTION. E EDGE OF CONCRETE
EGG EDGE OF GRAVEL
PROPERTY LINE pL EOL EDGE OF LANE
UTILITY NOTES
EDP EDGE OF PAVEMENT
1. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES WHICH ARE TO REMAIN IN USE WHETHER OR NOT SHOWN ON THE DRAWINGS. ROADWAY RIGHT-OF-WAY LINE FOR EDGE N ROAD
DAYLIGHT BY CONTRACTOR OR UTILITY COMPANY SHALL BE PERFORMED WHERE NEEDED FOR VERIFICATION. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY CULVERT INLET PROTECTION C P TOPSOILING TQ TO ESMT EASEMEENT
COMPANIES AND OWNERS OF PRIVATE UTILITIES WITHIN THE CONSTRUCTION AREA 48 HOURS PRIOR TO THE START OF CONSTRUCTION. •• LIMITS OF CONSTRUCTION EU ELECTRICAL UNDERGROUND
2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT NORTH CAROLINA 811 0 811 OR 1-800-632-4949 2 FULL WORKING DAYS BEFORE ANY ____ EXIST EXISTING
SETBACK LINE FDC FIRE DEPARTMENT CONNECTION
EXCAVATIONS OF ANY KIND TAKE PLACE TO LOCATE EXISTING UNDERGROUND UTILITIES.
E 3. THE LOCATION, SIZE, AND OTHER DESCRIPTIONS OF EXISTING UTILITIES INDICATED ON THESE DRAWINGS ARE BASED UPON INFORMATION AVAILABLE AT THE TIME OF FFE FINISHED FLOOR ELEVATION
DRAINAGE AREA BOUNDARY E
DRAWING PREPARATION. NO GUARANTEE IS MADE OR INTENDED AS TO THE ACCURACY OF THIS INFORMATION. ■ ■ FH FIRE HYDRANT
� FG FINISHED GRADE
TEMPORARY DIVERSION& Tp �_TO_� TEMPORARY SEEDING TCj { 15 }-- - - - - CENTERLINE - - -- HOPE HIGH DENSITY POLYETHYLENE
EARTHWORK DRAINAGE NOTES /
HP HIGH POINT
1. SPOT ELEVATIONS AND CONTOURS ON THESE DRAWINGS ARE TOP OF FINISHED GRADE. SUBTRACT FINISH SURFACING MATERIAL THICKNESS TO OBTAIN TOP OF X 213.25 SPOT ELEVATION X210.25 IE INVERT ELEVATION
SUBGRADE. GRADE SHALL SLOPE UNIFORMLY BETWEEN CONTOURS AND FINISH SPOT ELEVATIONS SHOWN ON THE PLANS. Lp INVERT
2. PROJECT SITE IS NOT LOCATED IN A COMPLETED FEMA FIRM PANEL, LP LOW POINT
pOOp MH MANHOLE
EROSION AND SEDIMENTATION CONTROL NOTES TEMPORARY SEDIMENT TRAP PERMANENT SEEDING P S PS 215 MAJOR CONTOURS - -215- - MAX MAXIMUM
ST MEE MATCH EXISTING ELEVATION
1. SEE EROSION CONTROL DRAWINGS 26-C-DWG-0301 TO 0304, 0311 TO 0314 AND THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BY KLEINFELDER 214 MINOR CONTOURS - - -21 - - - MIN MINIMUM
FOR EROSION CONTROL MEASURES. CONTRACTOR SHALL COMPLY WITH THE SWPPP PREPARED FOR THE SITE. MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(SWPPP) NCDOT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2. CONSTRUCTION SEQUENCE SHALL BE SCHEDULED TO MINIMIZE UNCONTROLLED RUNOFF AND OFFSITE SEDIMENTATION DURING GRADING OPERATIONS. SEDIMENTATION GEOTECH BORING LOCATIONS NTS NOT TO SCALE
BARRIERS AND TEMPORARY SEDIMENT BASINS SHALL BE INSTALLED IN EACH AREA BEFORE GRADING OPERATIONS BEGIN. OC ON CENTER
3. REMOVAL OF VEGETATION SHAH. BE LIMITED TO AREAS CRITICAL TO CONDUCTING THE CONSTRUCTION WORKS. CONTRACTOR SHALL REFER TO DRAWINGS TEMPORARY SEDIMENT BASIN SB MULCHING M M O/H OVERHEAD
26-C-DWG-0201 TO 26-C-DWG-0211 FOR LIMITS OF CONSTRUCTION AND PRESERVATION OF EXISTING VEGETATION. OVERHEAD POWER LINES PC POINT OF CURVATURE
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO AND MAINTAINED DURING THE CONSTRUCTION PHASES UNTIL FINAL STABILIZATION. PI POINT OF INTERSECTION
5. CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN ADVANCE TO ENSURE THAT WORKS ARE CONDUCTED DURING FAVORABLE WEATHER CONDITIONS. OVERHEAD POWER EASEMENT PIV POST INDICATOR VALVE
SHOULD AN UNEXPECTED RAIN EVENT ARISE, PROTECT THE SITE TO ENSURE NO DISCHARGE OF DELETERIOUS MATERIALS OFF-SITE. PP POWER POLE
6. ALL TEMPORARY STOCKPILES SHALL BE PROTECTED BY INSTALLING AND MAINTAINING TEMPORARY STABILIZATION MEASURES AND SEDIMENTATION BARRIERS AROUND TSD FLEXIBLE GROWTH MEDIUM - BUFFER LINES PT POINT OF TANGENCY
THE PERIMETER. TSD (FLEXTERRA OR APPROVED PC POINT OF CURVATURE
TEMPORARY SLOPE DRAIN
7. ALL ENTRANCES INTO PROJECT SHALL HAVE STABILIZED CONSTRUCTION ENTRANCE/EXIT. EQUAL) FGM EASEMENTS -----C`E- PVC POLYVINYL CHLORIDE FOR PIPE
8. ADDITIONAL MEASURES MAY BE REQUIRED DURING CONSTRUCTION TO CONTROL EROSION AND SEDIMENTATION CAUSED BY CONSTRUCTION ACTIVITIES, CONTRACTOR PVI POINT OF VERTICAL INTERSECTION
D SHALL COMPLY WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THE SITE, BY KLEINFELDER. ---- RIDGE LINE R RADIUS D
ROADS & SURFACING NOTES EXISTING DIRT ROADS - - - _ RCP REINFORCED CONCRETE PIPE
ROW RIGHT-OF-WAY
1. SEE CONSTRUCTION PLANS AND DETAILS FOR ROAD LAYOUT, GUIDELINES, AND GRADES. OUTLET PROTECTION Q(O TREE PRESERVATION & TP _�� EXISTING GUY WIRES SAN SANITARY SEWER
2. EXISTING ROADWAY AND ROW INFORMATION INDICATED ON THESE DRAWINGS ARE BASED UPON INFORMATION AVAILABLE AT THE TIME OF DRAWING PREPARATION. NO PROTECTION �J
GUARANTEE IS MADE OR INTENDED AS TO THE ACCURACY OF THIS INFORMATION. ROAD SHOULDER SCH SCHEDULE
3. ALL ROADS, SIGNS, AND PAVEMENT MARKINGS SHALL CONFORM TO THE MUTCD AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT). ALL SHWi SEASONAL HIGH WATER TABLE
COMMERCIAL ENTRANCES MUST MEET NCDOT STANDARDS AND SPECIFICATIONS. EDGE OF PAVEMENT -------- SPCS SPACES
4. ALL ONSITE SURFACED ROADWAYS (ASPHALT, CONCRETE AND AGGREGATE) ARE CAPABLE OF SUPPORTING HS-20 LOADING AND 75,000 LB FIRE TRUCK. SQ SQUARE
NCDOT NOTES RiPRAP RR DUST CONTROL A Q - SLOPE ARROW SR SPRINKLER RISER
CAPPED WELL Q SS STAINLESS STEEL
1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT NCDOT SPECIFICATIONS AND STANDARDS. SSFM SANITARY SEWER FORCE MAIN
2, PERMITS SHALL BE OBTAINED FROM THE NCDOT PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING PROPERTY CORNERS STA STATION
ACCESS). ❑ ° ''° "° CONCRETE STM STORM SEWER
3. CONTRACTOR TO COMPLY WITH ALL TERMS AND CONDITIONS OF NCDOT DRIVEWAY PERMITS. STORM DRAIN INLET PROTECTION P • SWPPP STORMWATER POLLUTION PREVENTION PLAN
CONSTRUCTION SEQUENCE ASPHALT TBM TEMPORARY BENCHMARK
SURVEY CONTROL TEL TELEPHONE
THE CONSTRUCTION SEQUENCE IS BROKEN UP INTO 3 EROSION AND SEDIMENT CONTROL PHASES: THK THICK
PHASE 1: SECTION LINE - - TOB TOP OF BANK
PRIOR TO THE START OF CONSTRUCTION, THE STABILIZED CONSTRUCTION ENTRANCE/EXIT, SILT FENCE, DIVERSION BERMS, AND THE TWO TEMPORARY SEDIMENT BASINS ARE TO BE INSTALLED. CLEARING AND GRUBBING SHALL BE PERFORMED, AND THEN THE INSTALLATION OF THE TOS TOE OF SLOPE
TEMPORARY CONSTRUCTION LAYDOWN AREAS SHALL BE CONSTRUCTED. THE TEMPORARY EMERGENCY SPILLWAY FOR THE STORMWATER BASIN AND THE EMERGENCY SPILLWAY FOR THE SEDIMENT BASIN SHALL BE INSTALLED. MULCHING SHALL BE USED TO HELP STABILIZE DUST IN EARTHWORK
AREAS THAT ARE TO BE DISTURBED, THE CONTRACTOR SHALL INSPECT THE SITE FOR DUST AND USE PROPER CONTROL TECHNIQUES TO MINIMIZE THE DUST CARRIED OFF-SITE. SITE-MAINTENANCE (CLEAN-UP) SHALL BE DONE AFTER THE END OF EACH WORK DAY, TRM TURF REINFORCEMENT MAT
cPHASE II: WETLANDS T/P TOP OF PAVEMENT
COMMENCE TOPSOIL REMOVAL, GRADING OF THE STORMWATER RETENTION POND, PROCESS WATER PONDS, AND THE REMAINDER OF THE SITE. THE STORMWATER BASIN SHALL TRANSITION INTO THE STORMWATER POND WITH THE NEWLY LOCATED FINAL EMERGENCY SPILLWAY c
REPLACING THE TEMPORARY EMERGENCY SPILLWAY FROM THE PREVIOUS PHASE. THE TOP SOIL STORAGE SHALL BE UTILIZED FOR THE 10' HIGH BERMS ADJACENT TO AURELIAN SPRINGS ROAD. ROCK CHECK DAMS, CULVERT INLET AND OUTLET PROTECTION, FLEXIBLE GROWTH WETLAND BUFFER ---- TOC TOP OF CONCRETE
MEDIUM, AND PROCESS POND LINERS SHALL BE INSTALLED. THE CULVERT OUTLET PROTECTION FOR THE HEADWALLS IN THE PROCESS WATER PONDS SHALL BE HAND INSTALLED AFTER THE POND LINERS HAVE BEEN CONSTRUCTED. SURFACE ROUGHENING AND PERMANENT SEEDING T/C TOP OF CURB
' SHALL BE USED FOR THE PROPOSED BERMS, AND TEMPORARY SEEDING SHALL BE USED BY STABILIZING DISTURBED AREAS THROUGHOUT THE SITE THAT WILL NOT BE BROUGHT TO FINAL GRADE UNTIL PHASE III. SITE-MAINTENANCE (CLEAN-UP) SHALL BE DONE AFTER THE END OF STORM SEWER Sqx EACH WORK DAY. T/G TOP OF GRATE
PHASE III: SANITARY SEWER ss, TYP TYPICAL
THE STORMWATER POND LINER SHALL BE INSTALLED, AND RIPRAP SHALL BE PLACED IN THE DESIGNATED AREAS OF THE SITE. FINAL STABILIZATION OF THE ENTIRE SITE WILL BE DONE IMMEDIATELY AFTER THE FINAL DESIGN GRADES ARE ACHIEVED BUT NO LATER THAN 14 DAYS UG UNDERGROUND
AFTER CONSTRUCTION CEASES. PERMANENT SEEDING SHALL REPLACE THE TEMPORARY SEEDING FROM THE PREVIOUS PHASE. CLEAN UP AND REMOVE THE TEMPORARY EROSION CONTROL MEASURES UPON FINAL STABILIZATION OF THE SITE. SITE-MAINTENANCE (CLEAN-UP), SUCH F FIRE PROTECTION UNO UNLESS NOTED OTHERWISE
" AS STREET SWEEPING AND VACUUMING, SHALL BE DONE AT THE END OF EACH WORK DAY.
" POTABLE WATER w - - VPC POINT OF VERTICAL CURVATURE
w VPT POINT OF VERTICAL TANGENT
STABILIZATION TIMEFRAMES RIP-RAP WTR WATER LINE
-x
PROPOSED LIGHT POLE XFMR TRANSFORMER
STABIUZA11ON TIMEFRAMES
POND LINER
n SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS D4 GATE VALVE BENCH MARK TABLE
POST-INDICATOR VALVE TBM ID NORTHING FASTING ELEVATION
o_
PERIMETER DIKES, SWALES, DITCHES, SLOPES 7 DAYS NONE )0- FIRE DEPT CONNECTION LOCAL CONTROL 1 954340.62 12364222.511 261.90 z
i
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE - - FTC- TOP OF BERM �'
B - - - - - -- TOE OF SLOPE
�B
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE GUARDRAIL
; } NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
IS
c7
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH.
CL
�, CL
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
co
CV
rn to
Q
-O
.z
WORK SAFELY
' MS DRAWIG AND ALL THE WOR ATM THOM ROOM THE PROPE7{fY OF UM WPmCIrt®vale
APPROVED FOR PERMIT
RESOURCES RIF. AND SHALL BE RENRNED ON OFMAND. R IS ISSUED ON 1TMi O
ODPIED a THAT. EXCEPT WITH O MY GF PERARSSIOS R ARIST T AT REPRODUCED. �UKA RESOURCES C LLC AMEC NORTH CAROUNA, INC. a
so OR caAMUNMwTm m wNr aniErt PurmasE THAN nu�r STATED ON >r�
PARK" BMW. GRDE& OR CONTRACT WRH WHIM R WAS tMUED. ACCEPTANCE C. STILSON D. ELMORE G. WYNN 4021 STIRRUP CREEK DRIVE
OF THS DRAWING SIONFIES ACCEPTANCE OF THE AEMAfE GONIMONS AND COMM.' SUITE 100
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
© STAMP/SEAL DURHAM, NC 27703
,1, ` ' \``�\A Cq<<�A�i, CLIENT PROJECT NO. AREA AURELIAN SPRINGS MINE & CONCENTRATOR [phone] � A
�N....CAR /� LICENSE: F-0480 N
�SSt M-AS-00003
e� e� y PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP N0.
D 06/05/14 ISSUED FOR PERMR SMP MBE MBE ORE GAW 0409 L1 17527fi DSN MBE 01/13/14 CIVIL
C 05/02/14 ISSUED FOR PERMIT SMP M� MBE ORE GAW � �'•.F 15�14�f '-�,` DR N SMP 01 13 14
" 6 03/24/14 ISSUED FOR APPROVAL SMP MCR MBE DRE GAW �� C .. � ' ���� SCALE PACKAGE CODE / / o
LEGEND, ABBREVIATIONS DRAWING NO. REV.
A 03/14/14 ISSUED FOR INiEIW REVIEW SMP MBE CAW REF NUMBER TITLE "fi�q B. EGG��� CHK MCR 03/20/14 0
rJrlltu� AS NOTED APP ORE o3/21/14 & GENERAL NOTES 26-C-DWG-0003 D
REV D REVISION ISSUE DESCRIPTION CHK REV MM TT REVISION ISSUE DESCRIPTION D N CHK P AP AP REFERENCES
b
4 CAD FILE: P:vCAD\Civ\26-C-DWG-0003.dwg
f" 1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 ETGHfHS 0 MM 10 20 30 40 50 60 70 80 90 100
60
114" NOTES.
1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
2. SEE GEOTECHNICAL REPORT FOR BORING INFORMATION.
^\ BORING LOCATIONS SHOWN HERON ARE APPROXIMATE c
F THOMAS S. WILSON, ET UX ! i t // ? i t I j i i i ( t I t i 11 i 1 1 / j AND ARE FOR REFERENCE ONLY. I
D.B. 2143, PG. 76 �� / o i ( j 1 f I i I { j i 1 / 3. BOUNDARY INFORMATION IS TAKEN FROM A SURVEY BY
" " _ / JONATHAN C. WATERS, DATED SEPTEMBER 7, 2012
P.C. T6, SL. 141 A 236 E/ /// /fI�'43 } � / a�i tl I 1 f �j 11 / 111/ I/ 1 AND FEBRUARY 6, 2013.
58 41` / CK ! { I � )I 1 t I/ - J / J t t I\ \\{ h ( ( \ 4. BOPOONRATHAN C.PHIC FWATERS,N IS TAKEN FROM DATED JANU RY 31 SURVEY
014.
-1180 23r � _ —r 30); BUI�%
HELEN E. 77NNEY, ET AL
Q.B. 2362, PG. 184 �D
TRACT B Ao w
P.C. 6, SL. 14 t A
ZONE I RIPARIAN ..01�" .r \ \\ \ \'� \ '' / i //l 1 JI j // !/ - _ / / / l 1 // / I 1 f
BUFFER (30 FT) r� - > \ V / - /// / / 1 i
\ / ! JJ / / / / i I 1FGENR
EME� ✓-- -� \ � V A \ V A r' � _ _ �! / ////// 1 !/!I � � / ! / � — ,� ,, 1p 1 / I l B12-XX
ZONE 1/ RIPARIAN .alp'" EsS vV- \ _ V A V r f l( ! I I (( SOIL BORING
DALE B. DULANEY ET UX BUFFER (20 FT) �' 1 30� VIID� AEb INE � 'V- \ V Aa� s�t� \ \V \ \V \ r // } 1� I ( �111/111///1!}/ 1/
D.B. 2252, PG. 629 8 WETLAND 30, BUILD } A \ \ \ b c'N } } \ \\ \ - - ��o Q ! i /i i l t i } \ j /
FT �Wdo Sl .-
\ / / r TRACT C \ \ \ �A`S
P.C. 6, SL, 141 A
��o A N 4
�8 63
14A~
\FIELtA / /
I
It
o �V A \. \ \ j o 5' - / / -/ /! / t/ /i/ TRACT "B" ! u)
POND i � i \ i / \ \ , � i } ct+. � 2,�r - -.-� !! / / -- "�- ,, / / ,-
\ I \ o s r / / / i 1 m
i \ > EL 226't I ` \ \ I i \ / ' / / ! J l HEIRS OF RlCHARD A HARLOW / ` t
CK ¢'� \\\ f HOLE MAN MADE TRACT THREE \ s
i 50 FT WETLANDS BUFFER /
\ \ \ } \ \ t l 1 ♦ / / ( ) ! ! _ o \
\ 1 \l {1{ UItDIN " \ \\ \ ^ / \ > ( 0 \ \ \ \ ♦♦ / �- _. / !/!4 DEEP, LOOKS / / / / / D.B. 1759, PC. 582 j
\ \ 0 8 \ / /~ ( \ - B12-19 _1 B i2-18 \ \ \ \ I / f r ! LIKE FILLED iN WELL - / / / ! ! r SEE PLAT IN D.B. 1482 PC. 354
t tl4"\ V�vv\V I, i\ \-- 3 `� \� -- � \\1 V - - : / ^ 1 A I l l _ - - _ -_ _ y l ♦♦♦ /r � 'tj! ( I i _ / / ! ! t /
- P.B.25.436 Acres
97
/ ! —
\ �i t ii
DEUNEATED WETLANDS BY OTHERS l� 1 1 / / r / / r \ i / / / / / / w > �l ( I� ' r // / i 1 1 p
DATA PROVIDED BYiLUKA �� f . / / r �r ti� I�, \ mil/ r / // ! i FIELD
"i ^ r I LIMITS OF WETLANDS- \ / .-�
o i >♦ -LIMITS OF WETLANDS I {�} \^ /' \ - / / ! J /f i A i l FIELD
\ j \} }11 1 I I 1 ! J } / 1 /! / \ fF i ! _ — r / t t/ / ♦ i 1 1� / t
D » J t j i } v ti v� •L - RONALD L. , PC. , SR.
\\A \\ TRACT A \ - - 1 ^ 1 i 1 t 1 I l ( \ V C \ - - - ( / 1 1 } j ��y ! I 1 GATED GRAVEYARD V / !/ / / 1 D.B. 1898 PC. 577
- \, \^ 1 \ 0 B12-17 ! ! i / / / 1 t 4Z`� t / r i J / P.C. 3, SL. 288
CABOT LEE CRAWLEY ,\\ - '/ ) , A V A \ \ t� / ! l t / / I �' } } ! / l
D.B. 2009, PG. 736 i /a / ! / ! ��
P.C. 6, SL. 134-D \ \\�\\ ! I^ 1 l \ \ \ \ \ \� r ( Ar 1 / / 1 } ti / 0.50 ACRE GRAVEYARD
RC. 6, - I i l / / I / t r ! V ll t BUFFER P.B. 2013 PG. 97 ! / / /r 1 f }
SL. 136-S \\ \ �\
o \ \ P.B. 2013, PG. 97 \\\ \ \ ` ` ! �\ \ \ I ! / // 612-14
\ 40.985 Acres \\\\ \\ \ \ �,� j \ - '\.1 7 \ __ \ \ \ \ i I /
B12-20 tI
812-21 .� / rr ._ __ _��- � .,- -•-- �. I } \ \ 1 } i 3 41''/ l 1 ! / i / i/ / j �c`'„
m \ \ 50 FT WETLANDS BUFFER
lit I ' 1 `i ' ' ' t\ — �-� \ \ _ r r / — �A _ Ji j �Bt2-t2 aR
� � \/ /� } I I i
V \ t / RELD hg -
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It
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\V { r 812-25 1 1 ��r \\ \V\\ \\ \� - r �\ } I } } 1L<Ot� G�ZQWTH 1 f / � 1 /! /} Ii /(//t!/) i,Bt2-i13 (I
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B12-10 ao // / j 1
l
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B12-02
812-01�� % �
RONALD LUKE KEETER, ti --.- - - // Ij l/ 1/
SR., ET UX l!1 (\ \ _ f 1 1 i f /ll l j 1 11 1
c(� D.B. 2409, PG. 237 B12-09 / / ( ( i i / l/ i 1 i / r
D.B. 325, PG. 40 iBi2�04 l { \ I j 11 I l j l 1 / t___ l / VI
( 1 B12-08 / ! 1 / / r 7`1 i -z- > L r /15 BUILDING SETBACK / / I { r li G
4-i 1 \ v r r t / I i / / ( P� eL PL T �,P -----,4—
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i / \
\ V A A V A / 1 1 1 j l I I { f N.C. GRID COORDINATES �h
812-06 / _ j N 954931.54
w° I/ BUILDING SETBACK ~ — r \ \\\ \ \ \ \ — �t 1 f l 1 \
., � M ✓ ,,- -, // \ \ \ \ ., _. �, / --' `" — ! 1 / I ! l £ 2364303.45
15'
- . 1 - 1�\ _ , j - B12-03 \ \\ \ \ \ \ i / / r - ! ! I j ! COMBINED FACTOR.- 1.00005453
� � - 245 ' J
A211.76 \
\\ BOUNDARY LINE
S 7$•35 10" w- SA-1
PGR P.C. 3, SL 288
fy
250 / WOODS
FIELD
NOW OR FORMERLY
ELSIE D. STRICKLAND
W.B. 16, PG. 312 i z
It
JAMES WAYNE BANKS, ET UX \ c / N /1 \ \ 260
B.
D. 1636, PG. 396 /!
P.C. 5, SL. 312 g'(N11y
' � r / / FIELD '' r " � cn''1 � n ' `�
�l b i f ab 812-24
\ 1 A\ i 2 TELEPHONE PEDESTAL \\
N \ \ FIRE S RANT ` I � IL
N36.35'50" W B12 22 V��-- ��--- - ==-- -==��-----� --�,� -J
ROANOKE ELEPTRCC MEMB€RSHIP CORPORATION OVERHEAD ELECTRIC- T 40 BUILDING SE7&4CK a
,o w 32.16 &,7 E x » 1» �n
04
735257 W - - - - S_.R600�60' R W - - - - - S 7353'02" W - - - - - - - - - - - -- 0' 100 » to
o
0 20 5 200'
_ - -
CONTROL �W"-- 4 - � 297.12 CONTROL AURELIAN SPRINGS ROAD 801.07 —� 1""=100'-0 I
NJROL SET
e
a DRIVEWAY CULVERT 112" IRON ROD SET FLUSH WITH GROUND S 14'22'02" E R�" WORK SAFELY 0
I
N 954340.62 E 2364222.51 30.02
<� It EL 261.90
o
mvnmR�ma
1HIS ORAWWIC AND ALL THE WOORNATION TNEIM REIMNS THE PRCPEW OF UM APPROVED FOR PERMIT
RESOURCES INC. AND SHALL BE RETURNED ON DMAND. R IS ISSUED ON THE 0
CONORaN Ta"T, EXCEPT WITH WRITER PERINSSION, TF 1RbT NOr BE REPRODUCED. AMEC NORTH CROLINA, INC. a
COM OR COMMUNIC,"TEO TO ANY O'er PURPOSE THAN THAT STATED ON THE
ILUKA RESOURCESC N LLC
PARRCIAAR EN W. OROER. OR CONTRACT MIN WTI IT WWS ISSUED. ACCEPTANCE C. STILSON D. ELMORE G. WYNN ( � 4021 STIRRUP CREEK DRIVE ame
l&
OF THIS ORAWTNO SICIAM ACCEPTANCE OF THE ABOVE CONDITIONS AND COMM.' SUITE 100
STAMP/SEAL
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
DURHAM, NC 27703
A GAIT�r�i CLIENT PROJECT N0. AREA AURELIAN SPRINGS MINE & CONCENTRATOR [phone] � A
N R i LICENSE: F-0480 ry
n Q E SS! M-AS-00003 T:
PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP N0.
NJ ` CIVIL
D 06/05/14 ISSUED FOR PERMiT Dim MBE MBE DRE CAW 0>409 1 175276 DSN MBE 01/13/14
N C 05/02/14 ISSUED FOR PERMIT ORD MBE MBE ORE GAW ��' Fti NE�P�'��� SCALE PACKAGE CODE DRN ORD 01/13/14 Q
B o3/s4/14 ISSUED FOR Al arAl �m R MB E GAW � q•2•.. 11 EXISTING CONDITIONS PLAN DRAWING NO. REV.
A 03/14/14 ISSUED FOR MOW REVIEW DRD MBE GAW REF NUMBER TITLE CHK MCR 03/20/14 6
REV DYY REVISION ISSUE DESCRIPTION D CHK R APP AP APP REV MM D REVISION ISSUE DESCRIPTION DRN CHK APP A P REFERENCES «<tIIW11�� AS NOTED APP ORE 03/21/14 26-C-DWG-0011 D
c�
7 6 1 5 4 2 CAD FILE: P:ACAD\CIV\26—C—DWG-0011 .DWG
1

Tanis 0 MCNES 1 2 3 4 5 6 7 8 9 10 EXRitHS 0 MM 10 20 30 40 50 60 70 80 90 100
60
T14" NOTES:
T 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
/ / �ir�/ / (ttlIt (f f/ / 6� 2. CONTRACTOR RESPONSIBLE FOR ACQUIRING ALL
J I Ll / 1 ti REQUIRED DEMOLITION PERMITS.
THOMAS S. WILSON, ET UX l {{ // ( ( / / ✓
D.B, �, �G. 76 �� / /� f { ( l (/ \ 7 r 1 { ( {{ { ITRAC
P.C. 6, SL. 141--A 236 k3,. !
r 43
{ I / ( \ \\
41 I I t
G SETBAGrri J �/1 jj{ //lir — � Ifl
37 r 0,
HELEN E TINNEY, ET AL 3�
D.B. 2362, PG, 184 r w It { I
TRACT "B"
P.C. 5 SL. 141-A
� ' a i A A \ A !-'" . . =- r l/ /j/t//%j/r� — _ ✓///j1 S �r A 11 � I I 1 LEGEND
V \1/A4»\ \ \ \ I /!j//// /! - -/ l ( / j I/ \\ - REMOVE EXISTING FENCE
ZONE 1 RIPARIAN �� \ 1
�
N 955625.96 I
BUFFER 30 Ff
\ \ E 2363551.81 -.� MENi ry \ r' �f � 1/ !!//! l/ 1/ 1 f / , - / � l f
\\ ZONE it RIPARIAN ti tE ` 0ES5 CASE �✓ EXISTING FENCE TO REMAIN r ( i !( /1 t 1/ ` \ // /j ' r r ( / / /
BUFFER -���� LIDS AC -t''�BACK �\�
DALE B. DULANEY IT UX (20 F7) ° 1 30� ,?f �guiL�ING
D.B. 225Z PG. 629 50 FT WETLAND, A \ 0� / ) j (( ( I I A I l l /I / o� / r
\ �,_ \� \ \ 0 WdC�O S 1 I 1 i \
TRACT G" - - BUFFER ( \ \ \ \ 0. 1 \ \ - - - 1 / f
i N 955706.74 r - I \ ) I 1 I ( I { I I \ \ 255
P C. 6, SL. 141-A E _ v , -� a C°�\V / r I ! )
E N �o 5�g 6 - _ N 955598.58 \ \ l E 2 ;3993.4Q r I \1 \ \\\ \\ 1
s \ 144� V \\ A A V A A\ \ N 955678.18 _ / / r - e \ \1 \ V\V A / / / / l / / / /j / / /r / ! E
226
\FIELD\ \
N v S V A\ \ i 1 V V AV V A �� A 1"� C� — } / / / — // r � I / / / / / �� / / / 1 .�
No � � ! - \ • � \ \ \ \ \\ \ � �, �u�•
\ V A POND TRACT "B" l
o \ \ \
t i A �JkA� EL 226'f- A ( l A 1 0 { I V �� / � m
1 \ i \ r 1 / ( ( cn �'
v �- ---`,- / / ^' . HEIRS OF RICI-LARD A. HARL OW J {
\ HOLE MAN MADE J / j r - TRACT THREE \
DILDiNC I A V \ V I-v / - -- / j 4' DEEP LOOKS D.B. 1759, PG, 582
\\ I \, \\ \\ -/ r r / j/LIKE FILLED IN WELL '%//! l / 1 / / r SEE PLAT IN Q.B. 1482, PG. 354
J 1/4" \A5 V �� V -� `AAA \\? �� - - - - - - � �/� � " V I ) \ / I / - - - - _ ��1 � ! rr� 1 / fjl f { j jj f/ AR.. 2013, PG. 97
( A l I } 1/ / / 26.496 Acres
50 FT WETLANDS BUFFER �
/ A270
\\ \
—DELINEATED WETLANDS BY OTHERS l 1 1 / ✓ \ ! 1 1 ` ca _
DATA PROVIDED BY ILUKA _.-
\ { \ C LIMITS OF WETLANDS _ / / / / r I n /�\{ -� i/ / / FIELD i eL
0 1 -LIMITS OF WETLANDS I N{ \' /` \ !/� j / r / r ✓ j FIELD / f / 1 I I ^1 r �/ r / EXISTING FENCE TO REMAIN
� „ v -, / 1 / ( ! / / / rrr � '' { ( — � ! l ! /' / f � l (��( //�' / r It // rr r'' /` // /�,, r.-•- \)
\\ VAA\\VAVA � - \ -. -..� \ _,. \ / / ✓ � V �
V A EXISTING FENCE TO REMAIN V 'A ` ! I t / / / - - ( j / // 1 / \ / j / / / / r
D v VAAVi� _ _ _ t I , f ' l t l i ' { )f �- �v ' „/ j ( \{ I { i i I VA { I // j /1 / ! // � v i r j { // RONALD L. , PG. , SR.
\ \ { < \ f I r / l c / j , / �' 1 , D.B. 1898, PG. 577 D
\ \ v� TRACT 'A" J - i f 4 i t \ �__ j — l f l l � / l
\ \ \ \. \� t ti \` f l \ \ \ \ w 1 / l J j / / a { / I GATED GRAVEYARD \ 1 f / r J i J / F.G. 3, SL. 288
_ cABar LEE GRAWLEY ( - I T r
D.B. 2009, PC. 736 \\\ \ \ \
\ � V -•. . ._ - �\ � �( \ / / i ( / / f I � � ) 0.50 ACRE GRAVEYARD
P.C. 6, SL. 134-0 \\\ j I" / t V ` r
1 j / / l � / \ ft m ! {
N \ \ P.C. 6, SL. 136-S :\\ \ 't 1 \ \ \ \ \ \ \ I ' j / / l i { / BUFFER P.B. 2U 13, PG, 97
a \ \ P.B. 2013, PG. 97 \\�\\ \ l /
\ ` 40.985 Acres \' \\� \\\ \ \ i� l / \ -- I �</ . \" \\ \
\ \ \�
CONTRACTOR TO MARK LIMITS
\ \ \ / \ _ - ^' 1 \ \ \ \ \ ~\ \ 4 /t /%%/ /r r / // ' OF GRAVEYARD BUFFER AND
N 954765.90 \ _ \ \ \\\\\\\ \\\ \ \\ \ =r \ \ Z 1 i / i r f 2 \ \
E 2362888.27 INSURE PROTECTION OF AREA
� v -- � .. r ._._ �� � ..• � 1 V � 3 41Y/° \ \ 50 FT WEitANDS BUFFER CONTRACTOR SHALL INSURE WETLANDS \ I I
BUFFER IS PROTECTED PRIOR TO START OF
CLEARING ACTIVITIES FIELD -
\\ \ 60 JAI
I I ( \
\ ,\?�itf - I i
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V A \ \ I\ � \ l —J { rr /r ! J / ( / j ? t/ \/ 1 I I } / 1 i �/ �✓ /! r/ 1 \ �\ \V I� II /
<o RONASRL� XEETER, \( \\\�AA\V A \ \\ \2S //// - \1 \\\\\VAS _ �-� % / /�� ter / 1 / I I {i 112,1/�.� ( \�. - -- - -._ - -� /r -- -'� �, -'/ /j l l 1/ � 1JF �/IIIiIII N 954948.33
i 1 1 \ r // r ) ( l / 1 j { V A r r N 954931.20 1 1 I i l ( //'��
�} C D.B. 2409, PG. 237 A 1 \ \ O / V A \ { i/! l { \ r j ! 2 643$5.13 r ! li / / A l IV1 2 C
D.B. 325, PG. 40 l \ i \ / r \ \ f / f / ` I 1 r _ _ 1 _ - / k> / . i/ � V A �- � I { � { � � r E 364 03.4 } � /15` BUILDING SETBACK
j - � - �-ee r5 r�
\ I N� \- � - ter/ ` ! l ( f I I f ^ tj i / / / 7444'19W
/ \\ s V A / f / / A A�` L \ V A A \ A / / j I l i III ( N.C. GRID COORDINATES �� / // f - /r
A r/ f I )i N 954937.54
_ ✓ /r r / / / l I / l E 2364303.45
1\ /rV \ 1 \ A \ V A // r r - -- -- 1 / 1 COMBINED FACTOR: 1.00005453 I
w 1 75' BUILDING SETBACK � � � r _ _
j\1 -1 / - lip 1 VVAA \ A \VAA v _ 24g'
BOUNDARY LINE
S 7 13510 r'J POP P.C. 3, SL 288
250 EXISTING FENCE TO REMAIN r! i
WOODS
FIELD I I
255
J co j / / 1 ( \ -'-= -- i - \\ j { NOW OR FORMERLY
- N 954622.67 1 /
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j OF n95 DRAWING SXRM ACCEPTANCE OF THE AM CON DMONS M O CORYM M. SUITE 100
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM, NC 27703
^ STAMP/SEAL ``�� j1 rCA��J��Aii CLIENT PROJECT NO. AREA [phone] ° A
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(> Q���..�Q ' AURELIAN SPRINGS MINE & CONCENTRATOR LICENSE: F-0480
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PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO.
0 06/05/14 ISSUED FOR PERMIT DRD MBE MBE DRE CAW 0409}i 175276 dSN MBE 01f13/14 CIVIL
a, � s :
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A 03/14/14 ISSUED FOR INTUM KMEW 11RD MBE CAW REF NUMBER TITLE TI11111T� AS NOTED 26—C—DWG-0012 D
` REV MM YY REVISION ISSUE DESCRIPTION R CHK AP P APP REV MDO REVISION ISSUE DESCRIPTION DRN CHK APP APP AP APP REFERENCES APP ORE 03/21/14
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8 7 � � 4 3 CAD FILE: P:\CAD\CIV\26-C-DWG-0012.DWG
r 1

Teem 0 moics 1 2 3 4 5 6 7 8 9 10 EKKMS 0 MM 10 20 30 40 50 60 70 80 90 100
,-0- SETBACK MIN, NOTES:
SEE NOTE 4 4' MIN. LEGEND
STEEL POST STEEL POSTS OVERPLAP PLASTIC OR 1. INSTALL TEMPORARY SILT FENCE BY FIRST DIGGING 4"x8" TRENCH AND DRIVING POSTS. TIE WIRE
WIRE TIE BACKING (REINFORCEMENT) TO UPSLOPE SIDE OF STEEL POSTS. NO WIRE BACKING REQUIRED WHERE
z SILT FENCE FABRIC TAMPED BACKFILL CALLED OUT ON PLANS. ATTACH FABRIC TO WIRE BACKING OR POSTS, THEN BACKFILL AND TAMP.
FEXISTING (SEE NOTE 7) PANEL B 2. REACH LENGTH NOT TO EXCEED 500 FEET, F
GROUND b 3. THE DOWN STREAM END OF THE TEMPORARY SILT FENCE SHALL HAVE THE LAST 8' ANGLED UP SLOPE,
SLOPE DIRECTION 4• SETBACK DIMENSIONS MAY VARY TO FIT FIELD CONDITIONS.
5. POSTS TO OVERLAP AND FENCE FABRIC TO FOLD AROUND EACH POST ONE FULL TURN. SECURE
10 FABRIC WITH TIES.
SLOPE DIRECTION OF FLOW 6• THE N7. THE STS SHALL TOP OF THE POSTSDRIVEN TIGHTLY SHALL BE SECURED POTENTIAL
N OTHER FLOW-THROUGH
WITH WIRE.
F SEDIMENT AT
i\\\ c"+ 7. FOR EACH END POST, FENCE FABRIC SHALL BE FOLDED AROUND TWO POSTS ONE FULL TURN AND
I SECURED WITH TIES. WHEN WIRE BACKING IS USED, STANDARD STRENGTH FABRIC MAY BE USED. WHEN
>\\ EXISTING PANEL A WIRE BACKING IS NOT USED, EXTRA STRENGTH FABRIC SHALL BE USED.
N %�\ PAVEMENT // SILT FENCE FABRIC 8. WIRE OR PLASTIC TIES SHALL HAVE A MINIMUM OF 50 POUND TENSILE STRENGTH.
9. MAINTENANCE OPENINGS SHALL BE CONSTRUCTED IN A MANNER TO ENSURE THAT SEDIMENT IS
//\//\ TOE OF SLOPE PLAN RETAINED BY THE TEMPORARY SILT FENCE.
N 10. JOINT SECTIONS SHALL NOT BE PLACED AT SUMP LOCATIONS.
POST AT JOINTS 11. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
z SEE TRENCH DETAIL CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D
q 6461.
WIRE BACKING WHERE APPLICABLE 12. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS 70 PROVIDE
STEEL POSTS A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF
0' F TO 120' F.
10 MIN 13. STEEL POSTS (STANDARD "U" OR "T" SECTION) UTILIZED FOR SILT FENCE CONSTRUCTION, MUST HAVE
100' MIN SECTION A SILT FENCE FABRIC A MINIMUM WEIGHT OF 1.25 POUNDS PER LINEAR FOOT AND SHALL HAVE A MINIMUM LENGTH OF 5
��•
(SEE NOTE 7) 14. WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHALL BE A
PLAN ? MINIMUM OF 14 GAUGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6 INCHES,
EXISTING PAVEMENT 20 MIN
E _ PLASTIC OR E
\\ \ \\ \ \\ ^� \ i ? PLAN WIRE TIE
41
TIE SPACING END POST DETAIL
FILTER CLOTH ELEVATION FILTER CLOTH 1 8" MAX
- SILT FENCE FABRIC STEEL POST
SECTION A (SEE NOTE 7)
NOTES: PANEL A - PANEL B -
1. STONE SIZE: 2-3" WASHED STONE. BACKFILL
2. PAD THICKNESS - 6" MIN. SILT FENCE FABRIC
3. MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE.
4. MAINTAIN IN A CONDITION WHICH WILL PREVENT TRACKING \ \ \ \' �� �\ STEEL POST
OR FLOW OF MUD ONTO PUBLIC ROADS. SILT FENCE FABRIC
5, FITTER CLOTH SHALL BE TREVIRA SPUNBOUND 1135,
MIRAFI 60OX, OR APPROVED EQUAL.
� 6•
STONE CONSTRUCTION ENTRANCE ,�'�
CE
03o4,o3t4 NTS
PERSPECTIVE
SILT FENCE PANELS AT JOINTS OPTIONAL MAINTENANCE 4" END POSTS
D OPENING (SEE DETAIL)
TOE OF SLOPE D
6' MAX (W/O WIRE BACKING)
8' MAX (W/ WIRE BACKING) TRENCH DETAIL
w
2' I I SEE END POST DETAIL SILT FENCE FABRIC SILT FENCE FABRIC o
va
' 4' MIN /' STEEL POST
y ' PLAN 2
10 J� FENCE ANGLED OPTIONAL MAINTENANCE OPENING DETAIL
UP SLOPE
(SEE NOTE 3)
NON-WOVEN
3' MN GEOTEXTILE FABRIC PLAN
TOE OF SLOPE w
o
- TEMPORARY SILT FENCE FILL SLOPES STEEPER THAN 3:1
CROSS SECTION A-A THRU ROCK CHECK DAM `" w FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 SHOULD NOT BE
o MOWED. THEY SHALL BE GROOVED OR ALLOWED TO REMAIN ROUGH AS
5' MIN CLASS B RIPRAP 3 SILT FENCE THEY ARE CONSTRUCTED. METHOD (1) OR (2) BELOW MAY BE USED.
12" MIN, OF NCDOT #5 I -n 0301-0304 1NTS �F 1. GROOVE ACCORDING TO #2 OF "CUT SLOPES STEEPER THAN 3:1".
OR #57 WASHED STONE ------- - 0311-0314
V WEIR EL 2. AS LIFTS OF THE FILL ARE CONSTRUCTED, SOIL AND ROCK MATERIAL
�
r-.
in
2 2 MAY BE ALLOWED TO FALL NATURALLY ONTO THE SLOPE SURFACE.
FLOW Ni 1 1 COLLUVIAL MATERIALS (SOIL DEPOSITS AT THE BASE OF SLOPES OR FROM
I ALL SLOPES 3:1 AND STEEPER REQUIRE SURFACE ROUGHENING, EITHER
'h OLD STREAM BEDS) SHALL NOT BE USED IN FILLS AS THEY FLOW WHEN
N STAIR-STEP GRADING, GROOVING, FURROWING, OR TRACKING IF THEY ARE SATURATED.
o TO BE STABILIZED WITH VEGETATION. HOWEVER, IF THE SLOPE IS TO BE
EFID NEON 3. TILLAGE: THIS PRACTICE IS DESIGNED TO ROUGHEN AND BRING CLODS TO THE STABILIZED WITH EROSION CONTROL BLANKETS OR SOIL REINFORCEMENT
WHICH WILLAREAS FILLS, AND GRADED L
`:'- v� • .... . ..::: '• // � �` ` `� SURFACE. IT IS AN EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE MATTING, THE SOIL SURFACE SHOULD NOT BE ROUGHENED. CU AREAS11E_bLWFD (LESS THAN 3:1)
REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, WIND EROSION STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. MOWED SLOPES SHOULD NOT BE STEEPER THAN 3:1, EXCESSIVE
L,, \ A DEMOLITION AND CONSTRUCTION ACTIVITIES. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, SPRING-TOOTHED ROUGHNESS IS UNDESIRABLE WHERE MOWING IS PLANNED.
HARROWS, AND SIMILAR PLOWS ARE EXAMPLES OF EQUIPMENT WHICH MAY CUT SLOPES STEEPER THAN 3:1
E GUT SLOPES WITH A GRADIENT STEEPER THAN 3:1 SHOULD NOT BE
PURPOS PRODUCE THE DESIRED EFFECT. THESE AREAS MAY BE ROUGHENED WITH SHALLOW GROOVES SUCH AS
AREA WHERE 4. IRRIGATION: THIS IS THE MOST COMMONLY USED DUST CONTROL PRACTICE. MOWED. THEY SHALL BE STAIR-STEP GRADED OR GROOVED. REMAIN AFTER TILLING, DISCING, HARROWING, RAKING, OR USE OF A
r SEDIMENT IS NON-WOVEN TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SITE IS SPRINKLED WITH WATER UNTIL THE SURFACE IS WET. REPEAT AS FT MULTIPACKER-SEEDER. THE FINAL PASS OF ANY SUCH TILLAGE
v TRAPPED GEOTEXTILE FABRIC SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY NEEDED. IT OFFERS FAST PROTECTION FOR HAUL ROADS AND OTHER HEAVY ENOUGH T 1• STAIR STEP
BE RIPPED WITH A BULLDOZER. SLOPES CONSISTINGEP GRADING MAY BE CARRIED OUT ON ANY MATERIAL SOFT
IMPLEMENT SHALL BE ON THE CONTOUR (PERPENDICULAR TO THE
PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR TRAFFIC ROUTES. RATES SHALL BE SUCH THAT A DISCHARGE FROM THE SITE SOFT ROCK WITH SOME SUBSOIL ARE PARTICULARLY BUTTED TO SLOPE .
T NOTE: PLANT LIFE. IS NOT PRODUCED. )
1.THE BASIN SHOULD BE EXCAVATED 1.5' BELOW GRADE. 5. SPRAY-ON ADHESIVES: MOST ARE EFFECTIVE ON "MINERAL" SOILS AND ARE STAIR-STEP GRADING.
CONDITIONS WHERE PRACTICE APPLIES INEFFECTIVE ON "MUCK" SOILS. THESE COHERICS ARE DERIVED FROM A GROOVES FORMED BY SUCH IMPLEMENTS SHALL BE NOT LESS THAN ONE
2. EMBANKMENTS MAY NOT EXCEED 5' IN HEIGHT. VARIETY OF COMPOUNDS, BOTH ORGANIC AND SYNTHETIC BASED. MANY OF THE THE RATIO OF THE VERTICAL CUT DISTANCE TO THE HORIZONTAL INCH DEEP AND NOT FURTHER THAN 10 INCHES APART.
IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON-SITE ADHESIVES WILL WITHSTAND HEAVY TRAFFIC LOADS. THE ORGANICS INCLUDE DISTANCE SHALL BE LESS THAN 1:1 AND THE HORIZONTAL PORTION OF Z
3. ALL SIDE SLOPES TO BE 2:1 OR FLATTER. AND OFF-SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT DERIVATIVES FROM PINE TAR AND VEGETABLE GUM; SYNTHETICS MAY BE THE "STEP" SHALL SLOPE TOWARD THE VERTICAL WALL. FILL SLOPES WHICH ARE LEFT ROUGH AS CONSTRUCTED MAY BE 3
TAKEN. ACRYLIC OR PETROLEUM BASED. SMOOTHED WITH A DRAGLINE OR PICKCHAIN TO FACILITATE MOWING. cn
6. CALCIUM CHLORIDE: THIS CHEMICAL MAY BE APPLIED BY MECHANICAL INDIVIDUAL VERTICAL CUTS SHALL NOT BE MORE THAN 2 FEET ON SOFT
TEMPORARY MEASURES USED DURING CONSTRUCTION SPREADER AS LOOSE, DRY GRANULES OR FLAKES AT A RATE THAT KEEPS THE SOIL MATERIAL AND NOT MORE THAN 3 FEET IN ROCKY MATERIAL. ROU�NING WITH TRACKED MACHINERY 41
B SURFACE MOIST BUT NOT SO HIGH AS TO CAUSE WATER POLLUTION OR PLANT ROUGHENING WITH TACKED MACHINERY ON CLAYED SOILS IS NOT wg
1. VEGETATIVE COVER: IN AREAS SUBJECT TO LITTLE OR NO CONSTRUCTION DAMAGE. APPLICATION RATES SHOULD BE STRICTLY IN ACCORDANCE WITH
«_ TRAFFIC, A VEGETATIVELY STABILIZED SURFACE WILL REDUCE DUST EMISSIONS. SUPPLIERS' SPECIFIED RATES. 2. GROOVING CONSISTS OF USING MACHINERY TO CREATE A SERIES OF RECOMMENDED UNLESS NO ALTERNATIVES ARE AVAILABLE. UNDUE
2 TEMPORARY SEDIMENT TRAP 2. MULCH: WHEN PROPERLY APPLIED, MULCH OFFERS A FAST, EFFECTIVE MEANS 7. STONE: USED TO STABILIZE CONSTRUCTION ROADS CAN ALSO BE EFFECTIVE RIDGES AND DEPRESSIONS WHICH RUN PERPENDICULAR TO THE SLOPE COMPACTION OF SURFACE SOILS RESULTS FROM THIS PRACTICE. SANDY
OF CONTROLLING DUST, NOT RECOMMENDED FOR AREAS WITHIN HEAVY TRAFFIC FOR DUST CONTROL. (ON THE CONTOUR). SOILS DO NOT COMPACT SEVERELY AND MAY NOT BE TRACKED. IN NO
030t,0302 NTS PATHWAYS. BINDERS OR TACKIFIERS SHOULD BE USED TO TACK ORGANIC 8. BARRIERS: A BOARD FENCE, WIND FENCE, SEDIMENT FENCE, OR SIMILAR CASE IS TRACKING AS EFFECTIVE AS THE OTHER ROUGHENING METHODS N
MULCHES. BARRIER CAN CONTROL AIR CURRENTS AND BLOWING SOIL. PLACE BARRIERS GROOVES MAY BE MADE WITH ANY APPROPRIATE IMPLEMENT WHICH CAN DESCRIBED.
PERPENDICULAR TO PREVAILING AIR CURRENTS AT INTERVALS ABOUT 15 TIMES BE SAFELY OPERATED ON THE SLOPE AND WHICH WILL NOT CAUSE THE CHOSEN SURFACE ROUGHENING TECHNIQUE, IT
TRACKING R IS
THE BARRIER HEIGHT. WHERE DUST IS A KNOW PROBLEM, PRESERVE UNDUE COMPACTION. SUGGESTED IMPLEMENTS INCLUDE DISCS, TILLERS, SHALL WHEN TR DONE IS OPERATING TRACKED MACHINERY UP AND DOWN THE WINDBREAK VEGETATION. SPRING HARROWS, AND THE TEETH ON A FRONT-END LOADER BUCKET. d
SUCH GROOVES SHALL NOT BE LESS THAN 3 INCHES DEEP NOR SLOPE TO LEAVE HORIZONTAL DEPRESSIONS IN THE SOIL. AS FEW co
FURTHER THAN 15 INCHES APART. PASSES OF THE MACHINERY AS POSSIBLE SHOULD BE MADE TO MINIMIZE Lin
4 DUST CONTROL COMPACTION. &
Dto
°3°'-OW4� N TS SURFACE ROUGHENING
0311- '
SR
C) 03"-D3i4 NTS WORK SAFELY
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RES"CES R!R AND SAL BE WMIED ON DEMMID. R IS WM ON TN£ 77 � q O
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i> COPIED OR COMMUNICATE[)M ro ANY OD#R PURPOSE TFH I TWAT SWEA ON Tiff
PARncuuR ENQURY. ORDER OR CW{tW5C1 YRft1 N�Cli R WAS ISSflED.Aa;EPtux:E C. STILSON D. ELMORE G. WYNN � 4021 STIRRUP CREEK DRIVE
SUITE 100
Tres ABovErtioNs u+D CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM, NC 27703
A STAMP/SEAL ame&
CLIENT PROJECT NO. AURELIAN SPRINGS MINE & CONCENTRATOR [phone] ° A
LICENSE: F-0480
O�Qo ESSI �i2; M-AS-00003
PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO.
D O6/05/14 DIED FOR PERMIT SMP MBE MBE DRE GAW = AL DSN MBE 02/24/14 CIVIL
C 05/02/14 ISSUED FOR PERMfT SMP MBE MBE Old GAW 040981 175276
B 03/24/14 ISSUED FOR APPROVAL SMP MCR MBE DRE GAW C ' F G�NE 4i SCALE PACKAGE CODE DRN SMP 02f24{14 p
�i� Sq CG��� CHK MCR 03/20/14 EROSION CONTROL DETAILS DRAWING NO. REV.
A 03/14/14 Fit IfJiERNAL REVIEW SMP MBE GAW REF NUMBER TITLE /iAj�6•� , �� NTS 26-C-DWG-0021 D
REV DDYY REVISION ISSUE DESCRIPTION URN CHK AP P REV MM REVISION ISSUE DESCRIPTION CHK AP A APP A REFERENCES APP ORE 03/21/14
8 4 CAD FILE: P:vCADvCIVv26-C-DWG-0021 .DWG
1

TEN" 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS O MM 10 20 30 40 50 60 70 80 90 100
MAX
ALL SLOPES 3:1 5' MIN. STEEL POST
NTS INLET al 3' MINIMUM (1.25 LB/LINEAR FT STEEL)
F ��fL FLOW INLET RIPRAP F
FINISHED GRADE o 3
COMPACTED 19-GUAGE HARDWARE CLOTH ar*,�
�j SOIL (1/4 MESH OPENINGS) R 3
CLASS B RIPRAP 05 OR #57 WASHED f,11
l o o
AT 3' THICK VEGETATIVE STONE AT DEPTH OF 16" �T� . ,'\t o 5 3
STABILIZATION ���� � / a
NOTES. PLAN \ ��
1. THE DIKE SHALL BE ADEQUATELY COMPACTED TO
PREVENT FAILURE.
2. THE DIKE SHALL BE STABILIZED WITH TEMPORARY NON-WOVEN GE011 XTILE
SEEDING. 19-GUAGE HARDWARE CLOTH FILTER FABRIC
(1/4 MESH OPENINGS) COMPACTED SUBGRADE PLAN
t -------- ---41,
- :_-Im
#5 OR 057 WASHED STONE 05 OR #57 WASHED
AT 12" THICK r 2 �1 STONE AT DEPTH OF 16" NOTE:
1 CULVERT INLET PROTECTION CIP 2 TEMPORARY DIVERSION DIKE A ^ "� GROUND SEE DRAWINGS FOR RIPRAP D50 SIZE La
= Dmax
NTS NTS
G131� 0%
E N INLET PIPE 4 RIPRAP COVER
NTSi�f ��f� %ti %���
U0110114
STEEL POST
2' MIN ELEVATION FILTER FABRIC
SECTION A-A
COMPACTED
LOW TAILWATER CONDITION
EARTH RIDGE 3 STORM DRAIN INLET PROTECTION O Wo = We+La RIPRAP OUTLET PROTECTION
Q31 � NTS lP Low Tailwater Condition
3T1 HANNE EXCAVATED /- EXISTING GROUND
�. "
-------o _ -- _ - ------ -------- -----------
PIPE DIA He ft We ft La ft Wa ft D50 (in) Dmax in Da (in)
MIN
W 11= 11== 11= 10 -- 15" 1.25 1.25 12 13.25 6 9 13.5
--- He = HEIGHT OF CULVERT
_ We = WIDTH OF CULVERT 18" 1.5 1.5 15 16.50 6 9 13.5
1(NlT�-- {�L-(II -l1+,-11 1 1r 1 Y
T M=T(IT Cl1T 1!)1=1111= =T(Ti i s t111=1 - =I(T- =�T 1 11 Lo = LENGTH OF APRON
ll7111t �1iTj1=iTl1(1llTt ?>(j �(jll flTjIDjfI17f�) Wa = WIDTH OF APRON
D50 = MEDIAN RIPRAP SIZE 24" 2 2 16 18 6 9 13.5
Dmax = MAXIMUM SIZE OF RIPRAP, 1.5050 36" 3 3 22 25 8 12 1$
Do = DEPTH OF RIPRAP APRON, 1.5xDmax
48" 4 4 33 37 12 18 27
NOTES: 54" 4.5 4.5 33 37.50 12 18 27
1. THE DIKE SHALL BE ADEQUATELY COMPACTED TO
D PREVENT FAILURE. D
2. THE DIKE SHALL BE STABILIZED WITH TEMPORARY 0311-0314 OP
SEEDING. RIPRAP OUTLET PROTECTION
NTS
/�� STEEL FENCE POS
6 TEMPORARY DIVERSION DIKE B / Tt 1 \ HARDWWIRE FENC ARE C C E 4' MI"
N �\ /j ISLAND OVER INLET
DIVERSION DIKE _.. ... ... . . .
CLASS 1 RIPRAP FILTER OF 1" Z
3:1
DIAMETER WASHED F \
DRIP LINE OR AS NOTED ON PLANS 1' MIN STONE
z PLACE STONE OVER HOLD-DOWN STAKES jr '\ u?
CHANNEL BANKS 3' FILTER FABRIC ON GROUNDCN
= -
"co
a OVERFLOW WEIR T P OF BANK OW
I I (I l III 1 I 1 1 l I=1 _-_-I I I I IHI 11=�
1� Jt �� I�I I If I.l� 110I1 11 I I =l I1_I =1�=1 HE IllI
3 OF UPPER EDGE
3 a BURY WIRE FENCE BURY 6"
NOTES: or AND HARDWARE OF FILTER FABRIC IN
,c 1. NO HEAVY EQUIPMENT ALLOWED INSIDE BARRIER, NON-WOVEN CLOTH TRENCH
G` ONLY HAND LABOR. CHANNEL BOTTOM GEQTEXTILE FABRIC 18" �`
0 PLASTIC CORRUGATED PIPE `� I I-=(I =I
2. NO CONSTRUCTION MATERIALS OR TEMPORARY SOIL WIDTH SECTION VIEW I M I I-
C) DEPOSITS ALLOWED INSIDE THIS AREA.
CROSS SECTION A-A THRU ROCK CHECK DAM
SPECIFICATIONS FOR TPZ BARRIERS All-"1
4 MIN -
I TOP OF HAND-COMPACTED
1. MAINTAIN A RADIUS OF 1.25 FEET OF 5' MIN CLASS B RIPRAP SILT FENCE STABILIZED OUTLET ( _I I -I FILL (ISLAND)
PROTECTED AREA FOR EACH INCH OF TRUNK TOP OF BANK
�-
DIAMETER, TOP OF SILT FENCE �I�I_I�= ?
05 OR #57 WASHED MUST BE AT LEAST `I I I I I(-(I I I(( I I( I II m
MOMI�I III III III III )(I .I
PRpFfC 2, MINIMUM 3 IN HEIGHT, STONE AT 1' THICK 2 2 w ABOVE THE TOP OF -I 1 I III-1 I I I(1-�-,,I 4 MIN o
� e o THE WASHED STONE TOP OF DIVERSION
3. UPRIGHTS - THE EQUIVALENT OF 2"x4" FLOWAz
z z LUMBER ON 6 MINIMUM CENTERS. ;; ¢ 4' MIN
NATURAL GROUND:::::• 1 MIN 3:1
aw N
. ....•... ......-•::: LEVEL SECTION ]T 11 �111= . r III = J�=
4. FENCE TO BE TALL, BRIGHT, PROTECTIVE ,� a �"FENCING ----
DURABLE ENOUGH TO LAST
THROUGHOUT CONSTRUCTION. 1 1 DIVERSION CHANNEL
AREA WHERE A L �__SAA------------- - --_----
PRIGH7 5. BARRIERS TO BE ERECTED AROUND TREES TO SEDIMENT IS FIELD TO EY INTO SIDEOUTLET PIPE 3
PROTECTIVE FENCE REMAIN BEFORE CONSTRUCTION OR NEARBY TRAPPED FRONT VIEW 1
TREES ARE REMOVED. OF SLOPES OF DITCH INLEI DETAIL U)
NON-WOVEN BURY WIRE FENCE,
5 NOTE: 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL GEOTEXTIL.E FABRIC STEEL FENCE POST FILTER FABRIC, AND NOTES:
BARRIER MUST BE ERECTED PAYING, CONSTRUCTION AND HEAVYSET MAX 2' APART HARDWARE CLOTH IN
EQUIPMENT IS OUT OF AREA. NOS' MIN. 18" INTO SOLID' TRENCH 1. MAKE ALL PIPE CONNECTIONS WATERTIGHT AND SECURE SO THAT THE JOINTS WILL NOT
PRIOR TO CONSTRUCTION 1.CHECK DAM TO BE REMOVED BY GRADING CONTRACTOR AFTER SEPARATE IN USE.
7. POST "KEEP OUT" SIGNS ON ALL SIDES OF a
CONSTRUCTION IS COMPLETE AND GRASSING IS ESTABLISHED, UNO. GROUND
W
2. CHECK EROSION CONTROL DRAWINGS FOR LOCATIONS WHERE
FENCING. SPECIFIC WEIR ELEVATIONS AND WIDTHS ARE REQUIRED
TREE/SANITARY ABSORPTION FIELD g SILT FENCE OUTLET DETAIL
7 ECK DAM co
PROTECTION MEASURES NTsROCK � ` C© NTS 1 Q TEMPORARY SLOPE DRAINLn
U101-031 NTS NTS TSD to
1t-Q31 o
WORK SAFELY
i' INS DRAWING AND ALL THE WO MIM M40M REIM S THE PROPERTY OF RM APPROVED FOR PERMIT TM ExCWr W111HwRMIEN ' �+
CONDIDN . IT rwsr AMEC NORTH CAROLINA, INC. a
«, COM DR GOHMDtNGA1fD TO ANY OM �ARPDSE new THAT STAIRD ON THE ILUKA RESOURCES NC LLC
PAROMM EHDUITrl. OFM OR OONTRACT WITH WHICH R WAS ISSUED. ACCUTANCE C. STILSON D. ELMORE G. WYNN 4021 STIRRUP CREEK DRIVE aMLjj:e
Of THIS DRAWING SNYlM ACCEPTANCE OF THE ABOVE CONIMICINS AND COP4RM,W. SUITE 100
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
STAMP/SEAL DURHAM, NC 27703 a
,.1, ' ` ,��`\A CA�'�f., CLIENT PROJECT NO. 'R� AUREUAN SPRINGS MINE & CONCENTRATOR [phone] A
o .```Q�� ••SS/ '��i��� M-AS-00003 LICENSE: F-0480
A ;�' PROJECT NO. ACTIVITY N0. BY MMDDYY SUBJECT CLIENT SAP NO.
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040981 CIVIL
C 05/02/14 ISSUED FOR PERMIT SMP MBE MBE DRE GAW �2 F GISE��. 7�
/ D 08f05/14 ISSUED FOR PERMIT SMP MBE M� IN2E GAW 175276 DSN MBE 02 24 14
���Ci'. i GIN •.• ��`` SCALE PACKAGE CODE DRN SMP 02/24/141 IL
- B 03/24/14 ISSUED FOR APPROVAL sMP MCR M� pRE GAw �, iy O , EROSION CONTROL DETAILS DRAWING NO. REV.
A 03/14f14 �5llED FOR REVIEW SMP M� G4w REF NUMBER TITLE �01111,1110
q ME3 t 0��\ CHK MCR 03/20/14 0
REV p REVISION ISSUE DESCRIPTION C K REV D REVISION ISSUE DESCRIPTION DR CHK P APP APP P REFERENCES NTS APP ORE 03/21 j14 26-C-DWG-0022 p
o
9 8 7 4 1 3 1 2 CAD FILE: P:ACAD\CIV\26-C-DWG-0022.DWGq
al: 1

TEN7M 0 INCHES 1 2 3 4 5 6 7 8 9 10 Er4rrHS 0 MM 10 20 30 40 50 60 70 80 90 100
lei" EXPANSION JOINT
MATERIAL 0 STRUCTURAL OR
SEE PLAN FOR OTHER CONCRETE PAVEMENT #4 16" OC EW
2" ASPHALT CONCRETE SURFACE ADJACENT MATERAL i 1/4" MAX CONC-FIRST POUR CONC-SECOND POUR
F COURSE (NCDOT SUPERPAVE ' 8" CONCRETE (40o0 PSI, UNO) = t USE 1/2" PREMOLDED JOINT NOTES " 1/tOt KEY (3/4" MIN)
SEE
SF-9.5B OR EQUIVALENT) FILLER AT EDGES OF
6" AGGREGATE BASE BUILDINGS OR OBJECTS `V
P v. v q v COURSE AT 95% MODIFIED ABUTTING PAVING AREA U.N.O.
4" ASPHALT CONCRETE BASE COURSE °Q. o°a p° .° is PROCTOR (ASTM D-1557) "
(NCDOT SUPERPAVE i-19,OB OR EQUIVALENT) Cg C G a (NCDOT AGGREGATE BASE ao a Y 'vP� v �v,a a va a GY 1:3 SLOPE SEE NOTE
10" AGGREGATE BASE \//\/f\ OCR a OC7 f\ \fiif i ii�ii ii�ii�ii,. COURSE) 4 . v v° v v : y v .Y va v v pq q v vv::.
\ \
COURSE (NCDOT AGGREGATE a
" c4c 7 c4c� U 12" SUBGRADE COMPACTED o 1 G a e '
12 SUBGRADE COMPACTED O O BASE COURSE) v . v v a : v v q:. v . v . v .: NOTES:
TO A MINIMUM OF 95% 1'-p" { TO A MINIMUM OF 95% v v v,'.v v' ©. v a
STANDARD PROCTOR (ASTM �/�'i�\✓i\\���i i�i�/ i, f�/�z//z/i�/ » STANDARD PROCTOR (ASTM o -v 11 v Y v o' Y d'o v 1. HANDFORM OR SAWED JOINT 1 4" WIDE MAX FOR SERVICE AREA PYMT.
D-698) MAXIMUM DRY 4'-0 D-698) MAXIMUM DRY / KEY APPROX 1/5 SLAB- CLFAN JOINT SURFACE
DENSITY DENSITY 2. MAX. JOINT SPACING = 12FT THICKNESS, CENTERED AND REMOVE LAITANCE
SEE SPECIFICATION PRIOR TO SECOND POUR
SECTIONS 26-C-SPC-2200 hum.
AND 2610 SEE PLAN FOR LIMITS OF CONCRETE PAVING.
0 CONTROL JOINT FORM OR SAW CUT GROOVE 1/4 MAX X 3/4» DEEP FOR SERVICE AREA PVMT.
1 CONCRETE PAVEMENT THICKENED EDGE HEAVY DUTY ASPHALT PAVEMENT B NTS ISOLATION JOINT — _
A NTS
0106-0108
110-0111 NTS — NTS
E p CONSTRUCTION JOINT E
FOOTING TOPS TO BE SEE SPECIFICATION SECTIONS 26-C-SPC-2200 AND 2620 — NTS
FINISHED SMOOTH AND TO BE USED IN LIEU OF CONTROL JOINT
BEVELED TO 2" ABOVE 2 CONCRETE PAVEMENT DETAILS TO ACCOMODATE PLACEMENT SEQUENCE.
FINISHED GROUND
0107 NTS
0109
6" COMPACTED CRUSHED FINISHED GROUND `al 0110
AGGREGATE AT 95% MODIFIED 0111
PROCTOR (ASTM D-1557)
12" SUBGRADE COMPACTED ��QQ CQd 0 0 q (NCDOT AGGREGATE BASE
TO A MINIMUM OF 95% , / COURSE)
STANDARD PROCTOR (ASTMOD
D-698) MAXIMUM DRY of o w
SEE SPECIFICATION SECTION MINIMUM FOR LINE POSTS
'toDENSITY � y// .n ;:. a ** MINIMUM FOR END, GATE,
26-C-SPC-2200 �/\ 4 ° CORNER & PULL
5 SHOULDER 24 (TYP SECTION) 5 SHOULDER
POSTS 20' (EQUIPMENT STORAGE ACCESS ROAD)
3 CRUSHED STONE PAVEMENT 18"0** 3 -- 2% --- 2% 2% -- 2% — 3
otot-0108 NTS 12 0 ` r O , 1 . i� �� \
NOTES: * SEE PLANS FOR LOCATION HEAVY DUTY 1
All D
NOTE: CRUSHED STONE PAVEMENT FOR TEMPORARY 1. CONCRETE FOOTINGS WILL BE 2. CONCRETE FOOTING SHALL BE A ASPHALT
LAYDOWN AREAS, PARKING AREA BONE YARD, EQUIPMENT REQUIRED FOR ALL LINE, CORNER, MINIMUM 3000 PSI 28-DAY
STORAGE AREA, AND OTHER INTERIOR AREAS ON SITE. GATE, END AND PULL POSTS, COMPRESSIVE STRENGTH) WITH MAX PAVEMENT
SLUMP OF 6".
5 FENCE POST FOOTING 7 TYP ROAD SECTION_
CONCRETE FOUNDATION — NTS
0110-om NTS
PIPE BOLLARD
A JOINT FILLER
1/8" RADIUS NOTE: MAINTAIN 50' MAX. BETWEEN
3 2 MESH, 9 GAGE STEEL WIRE.
TYP, JOINTS OR AT ALL RIGID OBJECTS.
o GALVANIZED AFTER WEAVING PER ASTM
8"0 SCH 40 STL PIPE RLALl 3 STRANDS BARBED WIRE
� A392 " " 'r a v d v �-
45' EXTENSION ARMS GATE POSTS AS
PIPE BOLLARD, PAINTED RECOMMENDED BY
TRAFFIC YELLOW (FILL T 2-3/$ 0 OD LINE POSE o
WITH CONCRETE) 4"ib AT /
2-7 8"4 00 CORNER GATE MANUFACTURER TRUSS RODS W n
SEPTIC FIELD PERIMETER. END OR PULL POST GATE FRAME 1.9"0 OD TURNBUCKLES (TYP)
t, a R1-1 "STOP" 1/2"
' c " SIGN OR
of ALTERNATIVE ® FRONT ELEVATION 1 c
MASTIC SEALER 1" DP °- ' TRANSVERSE EXPANSION JOINT A � —
{.J
TOP OF PAVING, FLOOR T P B C
n SLAB OR FINISHED GRADE- 1
`r RAi
`i SEE STRUCTURAL CONCRETE °I- •66" 2" GALV
� STEEL 2'-0"
DRAWINGS OR GRADING '" CHANNEL
DRAWINGS FOR ELEVATIONS iv
1'-6" 6"
tO STRETCH BAR STEEL TROWEL FINISH
iG 3" RADIUS 1/2" RADIUS
BANDS 1'-2"
. I 1/8" RADIUS 3" RADIUS
A,
MAX SPACING FINISHED GRADE OR PAVEMENT110
1/2" PREMOLDED JOINT FILLERa' .'v.':.v : v:..v v . v v:_ o
AT FLOOR SLABS AND CONCRETE o f �: � t'..
s PAVING ONLY
4 I'° va 4v v a v a P ,v
a «T i I-_
GO raj 4.`I
SECTION A-A
Q- CONCRETE FOUNDATION » » I q 41 SIDE ELEVATION
<i UNREINFORCED � ° ER X 3 IT 8*0 MIN CONCRETE °:�
( ) STRETCHER BAR WITH
TRUSS ROD BRACING FOOTING I k:.l
FINISH GRADE­/ BANDS r � � ' i
NOTES, TENSION WIRE z i roAi 1. CONCRETE SHALL BE 3,000 P.S.I.
'> B 1. SEE PLAN FOR LOCATIONS. 10" FENCE �� i'.� 2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. LL p
(12"0 FOR 4"0 BOLLARD) o PO �`��/// / r :u (A 15 SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) �B
FENCE i 3. FINISH ALL CONCRETE WITH CURING COMPOUND,
`. 2. CONCRETE SHALL BE 3000 PSI F o_'4.7 �r
POST FOOTING ��__, a
- (28-DAY COMPRESSIVE STRENGTH) $» 4. REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER SUPERELEVATION
- FOOTING RATES.
3. PROVIDE EYELET OR OTHER
CONNECTOR AT TOP OF BOLLARD 4 PIPE BOLLARD 10'-0" O.C. MAX 12' OPENING 12' OPENING M
AS NEEDEN FOR CONNETION
OF CHAIN FOR FENCING,WHERE 0101 NTS PEDESTRIAN GATES
�r\ INDICATED ON DRAWINGS. U0107 SHALL BE 4' SINGLE GATE (IF REQUIRED) 9 24" CURB AND GUTTER DETAIL co
to
*SEE SPECIFICATION SECTION 26-C-SPC-2710 8 SIGN POLE o107 NTS N
n,
6 SECURITY FENCE & DOUBLE SWING GATE °o1°11 NTS
0101-0106
1oa-o1n NTS
WORK SAFELY
CC)
) owam 0OR3 C3
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Trlx DRAWIG AND ALL THE WORMATWN THOM FSVM 7HE PROPERTY OF UM APPROVED FOR PERMIT
<. RESOLPM W.AND SIMI BE RETURNED ON DEINND. IT IS ISSUED ON THE p
CONDITXMr 7HAT. EXCEPT WDH WRITTEN PERAgS M IT MUST NOT BE REPRODUCED,, J
o - - COPED OR COMM MAM 70 ANC OTM PUMSE 7HMr DMT STATED ON THE ILUKA RES(?URCES NC LLC aMEC NORTH CAROLINA, INC. a
<v PAmI W EN 1M. ORDER, OR COMM WITH WIECR «WAS ISSUED ,vxEPrANCE C. STILSON D. ELMORE G. WYNNQ � � 4021 STIRRUP CREEK DRIVE ame
OF Tm DRAWRM, SNY�D1FS ACCEI'MM OF 1rR:WYE C@RXDOrrS AND COPYPod1T:
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STAMP/SEAT. %Tltuut/� CLIENT PROJECT MGR. DEPARTMENT MGR, PROJECT MGR, SUITE 1,
A DURHAM, NC 27703
i
��� GA/,� ��i� CLIENT PROJECT NO. AREA ( ) A
` 2 M-AS-00003 905 E: F- 00 n
S� G�j��i AURELfAN SPRINGS MINE & CONCENTRATOR LICENSE: F-0480
_ ! _ BY MMDDYY SUBJECT CLIENT SAP N0.
N — , EA ♦ PROJECT No. ACTIVITY NO.
0" I CIVIL
N 2� Ce p'71 :�\ 175276 DSN MBE 02/24j14
C 06/05/14lED FINt PERMIT ORD M� MBE GAW //y . PG SCALE PACKAGE CODE o f3 05/12/14 SUED FOR APPROVAL MBE M� DRE GAW rfi/ a,GIN �G ��`� ORN DRD 02/25/14 a
A 04/28/14 ISSUED FOR IN1i7W REM D(ID MCR MBE GAW REF NUMBER TITLE ! t/III I'1100\ CHK MCR 04/25/14 SITE DETAILS DRAWING N0. REV. o
REV M REVISION ISSUE DESCRIPTION DRN CHK A P AP APP REV MMUUYY I REVISION HK ISSUE DESCRIPTION RN C P AP REFERENCES NTS APP ORE 05/12/14 26-C-DWG-0031 C
c
8 1 7 1 6 5 1 4 3 1 2 CAD FILE: P:\CAD\CIV\26-C-DWG-0031.DWG
o: 1

TENTHS 0 INCHES 1 2 - 3 4 5 6 7 8 9 10 EWITHS 0 MM 10 20 30 40 50 60 70 80 90 100
00
N 955133,83
F F
E 2363986.03
— 4x4 WOOD POST —~^ i ONSTTE a, EXPANSION JOINT
/ \ 2x4 FENCE RAIL OFFSITE °
` PLAN
p
----- 1 x6 FENCE BOARD 2 O.D. STAINLESS STEEL
8'-0" SECTION WIDTH CTR TO CTR 12" MIN, PIPE RAIL (EACH SIDE} a a
(16 BOARDS & 0 SPACES)
4 a'.
PLAN DETAIL 3H:1V SLOPE BEYOND
A
4 ° a:.,a
A.
4x4 WOOD POST 8 4x4 WOOD POS qpa d .a d a:
#4 EPDXY COATED REBAR, INSET A A
2'-3 1/4" M 8" 8" 20 " 1" FROM HORIZONTAL STEP AND
2'4 'FENCE RAIL (X3) 5 1 FROM VERTICAL RISER
250.00 a
2x4 FENCE RAIL (X3) o "
BROOM FINISH. TYP.
Q A.v
SITE 2'-3 1/4" 4" MIN
E 4r a ? A " a a q a
HAUNCH v a a 21 1/2" PREMOLOED JOINT FILLED ° ° °
AT EDGES ADJACENT TO E
" CONCRETE RETAINING WALL,
9 3/4 a 4 a ° a .'.,:4:_ a a'° Cq
a
'f\ a V.
6" FENCE BOARD
a a \ o iv \/ a ESCUTCHEON, TYP. A n Aa °aE4 a 4 4 aQ v�
"� 4 / t0" a a a 4w SLEEVE AND NON—SHRINK EPDXY
HANDRAIL POST
\ 3000 PSI CONCRETE ° AA d a A v
#57 WASHED STONE % FOOTING 5 241.00 GROUT (SIKA-31 MODGEL} OR a A ad a A an 'q,a ag
Y `i SURFACE MOUNT FLANGE WITH 3/16
,/ i,. T. /,. i�/ 'i�\%i� / % 9: a a: i STAINLESS STEEL MECHANICAL
io 1'-4" 6" COMPACTED CLASS 11 AGGREGATE a' q ANCHORS
END VIEW FENCE SECTION ELEVATION ` ' ' a f r " 4. a d a
a_ 4 MIN HAUNCH 4 .a ':.: a .a .:'A '..e:.
NOTES:
#3 REBAR 0 12 O.C.
d « _ #5 REBAR 0 8 O.C.
1. FOOTING WIDTH TO BE 1'-4" (16"). MINIMUM DEPTH 2'-6".
2. DIMENSIONS SHOWN ARE NOMINAL FOR WOOD.
3. ALL 4x4 POSTS TO BE WIN LENGTH. HOLD FOR
STRUCTURAL
pp (�'{� A�
STRUCTURAL
1 WOOD SLAT FENCE DETAIL CHECK
U10 NTS % � a1 n a A' D
4 4 4 ,EXPANSION JOINT N 955098.69 E 2363996.35
PROFILE VIEW PLAN
2 CONCRETE STAIRS AND RAILING DETAIL
0104 NTS
TOP OF BERM 28 1/2"
Q
`� WATER ELEVATION
c
CAP BLOCK CAP BLOCK
C2.o °O:p
6 d50 RIPRAP GROUTED
..o�Q O:o4Q O:o�
IN PLACE (HAND PLACED) b°D, d nQ _ a "
_ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ 00 23
L7 — T
------------- STRAIGHT TOP BLOCK
- - - - - - - - - - - - - - - -!- - 10—
w HOPE OUTFLOW PIPE o Oc,Q,p:oop �.,—.. . . �. _._., POND BOTTOM
r o . Q ��o°( °ab CQd°°CQ°off�G°' b4°Q4pd ( °0 0042 10«0 10"0
46 / «
a:' v:`:�,=o;'. : a _ STRAIGHT BOTTOM BLOCK
�, °O � � � . GROUND LEVEL
" GEOTEXTILE
io z
r NOTES
1. EXTEND RIPRAP 5' ON EITHER SIDE OF OUTFLOW PIPE ? N
CENTERLINE.
" 2. THIS DETAIL PROVIDED FOR RIPRAP ONLY. REFER TO DRAWINGS io
B FOR DETAIL REFERENCES FOR POND LINERS, LINER NCDOT BASE AGGREGATE NCDOT WEE©AGGREGATE W B
PENETRATIONS, PIPE OUTFALLS, SUCTION LINE DETAILS, ETC. LEVELING PAD U
r,
3 GROUTED RIPRAP DETAIL
3'-0"
`' 0104 N TS FOOTING BEARING MATERIAL SHALL BE GRANULAR FRONT VIEW
0105 COMPATED TO 95% OF STANDARD PROCTOR OR 90% OF PROFILE VIEW
0204 MODIFIED PROCTOR a
0205 m
0405 4 REDI—ROCK WALL DETAIL o
0107 N TS
WORK SAFELY
�i APPROVED FOR PERMIT
inns CES INC, A All THE RMixMWE n N D AND. I S s I PROPERTY E RJnq
REsoWxxs w .xro SNAu,BE REruRr�D� oEwvro. m rs rss�D ON nn: o
' COPIEDCDNDIWNO WT. ExWr� ARrz� `' °"` THAN T NDT T S BE D ON THE
ILUKA RESOURCES NC LLC AMEC NORTH CAROLINA, INC. a
COPIED OR COMMUNICATED TO ANY OTHER PURPOSE THAN 'MAT STATED ON THE
OF THIS D ENDURO',LANES We CONTRACf WITH MCHWYE rr wrs ISSUED. COPY Mr
C. STiLSON D. ELMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE ��
OF Dns DRA>hRc AecEPTARCE CP Tt1f ADOVE CWrWfR)NS AND coPYwCxr. SUITE 100
STAMP/SEAL 1tu utr CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM, NC 27703
A '���N CAR r��ii CLIENT PROJECT NO. ��` AURELIAN SPRINGS MINE & CONCENTRATOR [phone] A
. .,O LICENSE: F-0480
SS/ �i� M—AS-00003
.— _ � �••� = PROJECT N0. ACTIVITY N0. BY MMDDYY SUBJECT CLIENT SAP N0. I
040981 = DSN MBE 02/24/14 CIVIC
cs __
i 1<lS�t •' 175276
a> C R/05/14 ISSUED FOR PERMIT SMP MBE MBE DIE GAW i2`i•'•`�NGIN�F-F.• tv�.,`• DRN SMP 02/25/14 o
8 05/12/14 ISSUED FOR APPROVAL SMP MBE MBE DRE GAW '����y9 B ',C) \.` SCALE PACKAGE CODE CHK MCR 04/25/14 SITE DETAILS DRAWING NO. REV.
(:) A 04/28/14 IS�tEO FOR IMIERNAI REY�w '1P MCR MBE GAW REF NUMBER TITLE /rr1 i 111« NTS APP ORE 05 12 26—C—DWG-0032 C
REV D REVISION ISSUE DESCRIPTION DRN CHK A P REV MM YY REVISION ISSUE DESCRIPTION DR CH P APP P APP REFERENCES / /14
9 8 7 6 5 /� CAD FILE: P:\CAD\CIV\26—C—DWG-0032.DWG
2
✓ 1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EK*ITHS 0 MM 10 20 30 40 50 60 70 80 90 100
(SEE TAWJD
HEADWALL TABLE
"D" "H" "C" "A" "B"
12" 2'-3" 2'-2" 4'-3" 2'-6"
I I \ f COMPACTED BACKFILL AT 95%F
15" 2'-6" 2'-4" 5'-3" S-2" 1 I FINAL / STANDARD PROCTOR, UNLESS BACKFI NOTED OTHERWISE F
18" 2'-9" 2'-8" 6'-3" S-9" y
I I I� /
/\ f� (SEE SPEC 26-C-SPC-2550)
21" 3'-0" 3'-0" 7'-4" 4'-5" r--- ---_li_--� CORNER COLUMN (TYP) \ f
24" 3'-3" 3;-2w 8'-2"
5i-Op 1 6" - 12"
30" 3-9 3 -8 9 -10 6 -0 __-_- ___-- INITIAL \ CLASS t, It OR III
36" 4'-3" 4'-6" 11'-10" 7'-0' /� \� / f EMBEDMENT MATERIALS.
SEE
NOTE
42" 4'-9" 5'-0" 13'-6" W-0" i ; CP R i BACKFIL DWAE ERE f/. _SPRINGUNE 2
J / L _
" `�yQl CLASS I, II OR III —
C $
J�,
m I I HA j EMBEDMENT MATERIALS.
30 MANHOLE EENAH RE1792 FAND p L-_-----------! \I I \\/ SEE NOTE 2.
— — — — J� BED \\ 4" MIN. CLASS 1, 11 OR Ill. SEE NOTE 4.
END OF CULVERT TRENCH WIDTH (ASTM D2321)
° PLAN NOTES:
E INSIDE PIPE DID. MIN. TRENCH 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH E
" PICTORIAL VIEW WIDTH ASTM D2321, STANDARD PRACTICE FOR UNDERGROUND E
" " " INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER
#4012 EW / " 2 -p 4 21 " "
WALLS AND (2)#4 `` 6 DIA. CORNER " " GRAVITY FLOW APPLICATIONS", AND/OR ASTM D2774, STANDARD
BOTTOM SLAB COLUMNS (TYP) '�' '�' '�' 6 23 PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC
8" 25" PRESSURE PIPING", LATEST EDITION.
x 10" 27"
NOTES: ° 12" 30" 2. INITIAL BACKFILL AND HAUNCHING MATERIALS SHALL BE COMPACTED
8" CLEAR OPENING 15" 34" TO 90% STANDARD PROCTOR, WITH 6" MAXIMUM LIFTS.
— 0 1. SEE PLANS FOR RIM AND e° ALL 4 SIDES PRECAST CONCRETE 18" 38"
GROUND ELEVATIONS, MANHOLE 'i " " 3. ALL EMBEDMENT MATERIALS SHOULD BE FREE FROM LUMPS OF
#4012" EW " LOCATIONS, PIPE SIZES AND INV - MANHOLE RISER 24 46 FROZEN SOIL OR ICE WHEN PLACED. ADDITIONALLY, EMBEDMENT
8" 8" °D ELEVATIONS. 4'-0"x4'-0" '' 30" 55 MATERIALS SHOULD BE PLACED AND COMPACTED AT OPTIMUM
(4) #4 FRONT SEE DRAWINGS 36" 63" MOISTURE CONTENT.
1.
SECTION A FACE ONLY "B" 2. MANHOLE DESIGN SHALL v 42" 72"
CONFORM TO ASTM SPECIFICATION N < 48" 80" 4. BEDDING EQUAL TO ONE-THIRD THE PIPE OUTSIDE DIAMETER (O.D.)
DESIGNATION C-478. " " SHOULD BE LOOSELY PLACED. THE REMAINDER OF THE BEDDING
SECTION so" 96"
SHALL BE COMPACTED TO 90% STANDARD PROCTOR.
3. JOINT SEALANT IS BUTYL RUBBER '•. 9
MASTIC TYPE SEAL THAT o
CONFORMS TO LATEST AASHTO o ° EMBEDMENT MATERIALS
1 CONCRETE HEADWALL -" WINGED SPECIFICATION M-198. (MEETS
0203
FEDERAL SPECIFICATION �� DESCRIPTION (PER ASTM D2321)
10207.02081 NTS SS-S-0021(210-A
)}, PRECAST CONCRETE ANGULAR CRUSHED STONE OR ROCK, DENSE OR OPEN GRADED WITH
D 0210,02tt :'i MONOLITHIC BASE CLASS i LITTLE OR NO FINES (1/4 INCH TO 1-1/2 INCHES IN SIZE). CLASS 1 D
4. CONCRETE COMPRESSIVE STRENGTH - 4000 PSI AT 28 - MATERIALS MUST BE USED IN WET TRENCHES IF USED.
°
DAYS. : _--_ CLEAN, COARSE GRANED MATERIALS SUCH AS GRAVEL, COARSE SANDS
CLASS 11 AND GRAVEL/SAND MIXTURES (1-1/2 INCHES MAXIMUM IN SIZE) (UNIFIED
5. ALL JOINTS SHALL BE WATER SOILS CLASSIFICATION GW, GP, SW, SP, GW-GC, SP-SM)
TIGHT. COARSE GRAINED MATERIALS WITH FINES INCLUDING SILTY OR CLAYEY
GRAVELS OR SANDS. GRAVEL OR SAND MUST COMPRISE MORE THAN 50%
" "�' 9 •. e, i 9 9 •. . 9 •. 9 •, 4 •. 9 •. 9 '9 •. 9 - CLASS Ill OF CLASS III MATERIALS (1-1/2 INCHES MAXIMUM IN SIZE) (UNIFIED
mL
' " SOILS CLASSIFICATION GM, GC, SM, SC)
7YP UNDCTURBE EDOIL 3 HDPE PIPE BEDDING
A
SECTION _
NTS
BUILDING FOUNDATION
2 PRECAST RECTANGULAR CONC. YARD INLET
adq Qo�ozofi-02 NTS Oa`"Oo4�
BTHICKINESS IAXIAL GEOGRID WITH MIN. RIB � c � � CMIN 5'OURSEN(ABC) AGGREGATE RASE MODIFIED
�, NOTES: AFTERTENSA 8-
FOR EQUIVALENT PLACED ��\ I �� O )
AFTER 8 OF ABC STONE, qa 0 p 0 a QCoz a 0 PROCTOR (ASTM D-1557 /�
J c ? cv c ? c (J l�
_> 1. STRUCTURE IS TO BE 8'-0" SQUARE (INSIDE) WITH 10-INCH THICK WALLS, AND 1'-6" THICK BASE. THERE ARE TO BE 12" SUBGRADE COMPACTED TO Q
(1) 6-FOOT WIDE BY 4-FOOT 6-INCH TALL OPENING ON THE FRONT OF THE STRUCTURE AND (2) 6-FOOT WIDE BY TRENCH WIDTH A MINIMUM OF 98% STANDARD
2-FOOT 7-INCH TALL OPENINGS ON TWO SIDES OF THE STRUCTURE WITH 3 PROCTOR (ASTM D-698)INCH OPEN STOP LOG CHANNELS ON MAXIMUM DRY DENSITY
EITHER SIDE OF THE OPENINGS. THE PLATFORM IS TO BE COVERED WITH FRP GRATING (2" THICKNESS, MINIMUM). THE / % SEE SPECIFICATION
SOLAR FLOOD LIGHT TOP OF THE STRUCTURE SHALL ALSO HAVE A HANDRAIL ON ALL OPEN SIDES OF STRUCTURE, SUBMIT ALL GRATING AND SECTIONS 26-C-SPC-2200
HANDRAIL MATERIALS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION AND CONSTRUCTION. \�
2. SEE DRAWINGS FOR STRUCTURE TOP ELEVATION, WEIR ELEVATION, AND INV ELEVATION. A NCDOT AGGREGATE BASE COURSE
36" WIDE CATWALK 0 20' LONG +/- 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION AND CONSTRUCTION.
HANDRAIL 6'
u Z 12" MIN. / ` - NTS
} 3 3 18'-0" POND DIKE BUILDING FOUNDATION
STRUCTURE a DC /, INITIAL BACKFILL*
SEE NOTES 1 & 2 l STRUCTURAL FILL
COMPACTED TO A
PLATFORM FI H / f MINIMUM OF 95% c> c a oUQo
2 OF ITS STANDARD
TOP EL PRESSURE TREATED y PROCTOR MAXIMUM BIAXIAL GEOGRID WITH MIN. RIB c4cJ� cgc � c MIN 5' NCDOT #57 STONE AT
MAX WEIR ELDRY DENSITY PER THICKINESS OF 1.27MM PLACED O 00 O OJ(�
WOOD BLOCKS " Qac> Qac>OaGo oQQac� 95% MODIFIED PROCTOR ASTM
�. ASTM D-698. LIFTS AFTER 8 OF #57 STONE, 0 0
3 � NOT TO EXCEED 10".
TENSAR 1200 OR EQUIVALENT D-1557}
I _ 1 " 1.. BEDDIN COMPACTED GRANULAR
RA GRADED D " MIN 4 OUNCE
NONRAFI WOVEGEO OR
12 SUBGRADE COMPACTED TO Cj C�
FRONT WEIR STEPS 0 16 O.C. (PLASTIC COATED) �< A MINIMUM OF 98% STANDARD
PER NCDOT STANDARDS INSIDE OF STRUCTURE / ' f / COARSE AGGREGATE PROCTOR (ASTM D-698) /i. i i�\i��%i, r� ��//T�/i���✓ EQUIVALENT {BOTTOM AND SIDE
�\� \ \ SLOPES OF EXCAVATION) w u
A` Do/3 ASTM G33 SIZE N0.67 MAXIMUM DRY DENSITY f / SEE SPECIFICATION w IJ
�2 � � SIDE WEIR (BOTH SIDES} pp+y UNDISTURBED SOIL SECTIONS 26-G-SPC-2200
a I i
INV EL 3" - - - - - - - - - - - - - - - - - - - - - - - - - - - - `\ OR COMPACTED FILL * SEE SPECIFICATION SECTION 26-C-SPC-2550 B 7 STONE ALTERNATE V
- - - - - - - - - - - - - - - - - -- + 1 H NOTES: - NTS D
4.00' 4.00' 110" 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE NOTE: REFER TO "RECOMMENDATIONS FOR PAD FILL" BY ATC
8 00' �I�� APPROVED METHOD OF CONSTRUCTION. SHEETING WILL BE REQUIRED AS ASSOCIATES OF NORTH CAROLINA, PC, DATED 03/28/2014 a
HDPE OUTLET PIPE (SEE DRAWINGS FOR DETERMINED IN THE FIELD. to
10.1 T PIPE SIZES, ELEVATIONS, AND INVS) 6 AGGREGATE PAD FOR FOUNDATIONS "'
m 5 RIGID PIPE BEDDING RCP o2a� o
4 POND TO POND DISCHARGE STRUCTURE TYPICAL SECTION - NTS NTS
U0r2O?22 NTS WORK SAFELY
0
IM WOWING AM)&L M IN170"WN TIMM RENAINS THE PROPERLY OF 1110 APPROVED FOR PERMIT
V RESWIRCES RTC. AND SHALL 6E FMTLMNED ON DWM. If IS ISSUED ON THE O
CUM O 7COM U OM ER WITH MY 07 PER UWOH, Fr war Hot AT REPRODUCED, Ij,,jJ .RESOURCES NC LLC AMEC NORTH CAROUNA, INC. a
co COPIED OR HAT, MER TO ANY OTHER SSIM. Fr W T STATED t"i THE
PARTICUIM MIRY. ORDER. OR CartRACr WON wMCH IT WAS MO.ACCEPTANCE C. STILSON D. ELMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE
OF THIS MWWD SIDMfiES ACOEKANCE OF THE ABOVE CMITIONS AND COP~.'
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. SUITE 100
amfta
STAMP/SEAL OURHAM, NC 27703 �
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\A CA/QO/// CLIENT PROJECT NO. AREA AURELIAN SPRINGS MINE & CONCENTRATOR LICENSE: F-0480 A
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PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO.
.N D 06/05/14 ISSUED 1LD FOR PERMIT DRD MBE MBE DRE CAW VEAq
175276 DSN MBE 02/24/14 CIVIL
C 05/02/14 ISSUED FOR PERMIT DRD MBE MBE DRE GAW F 4. ORN DRD 02/25/14 .r
G�NE� ��� SCALE PACKAGE CODE o
/ A 03/t4/14 ISSUED FOR INFERNAL t W INtD MBE cAw REF NUMBER TITLE '���� 9. ...�CG \ CHK MCR 03/20/14 GRADING & DRAINAGE DETAILS DRAWING NO. REV. o
REV MD YY REVISION ISSUE DESCRIPTION DRN CHK P P P REV MMODYY REVISION ISSUE DESCRIPTION RN CHK APP APP APP AP REFERENCES /1jfjjjjl NTS APP DRE 03/21/14 26—C—DWG-0041 p
8 7 1 6 1 5 4 1 3 1 2 CAD FILE: P:\CAD\CIV\26-C-DWG-0041.DWG
f 1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 Mm 10 20 30 40 50 60 70 80 90 100
2:,0. EXTRUSION THREADED HOPE CAP
MECHANICAL FASTENER DETAIL WELD (TYP) 16 OZ/SY NON-WOVEN z WITH (4) 1/4"0 HOLES
B " GEOTEXTILE FABRIC* AGGREGATE ROAD 3' it
3 IN TOP FOR VENTING
2 MIN PROJECTION F -- N Y PIPE C AC .� c
GEOMEMBRANE LINER 60 MIL HDPE* 0031 -- = GEOTEXTILE COVER WITH I�
GEOMEMBRANE LINER
6" OF 1" TO 2"0 STONE 6" OF 1" TO 2"0 STONE ;n 2"0 HDPE 4"0 OPENING
GEOMEMBRANE LINER EXTRUSION WELD �!\\! \ \ PIPE
(AT INLET PIPE) - — — — — — — - \ \ \
2'-0" `V \1 POND BOTTOM \!\\! !!\�!! \'�!\� \ - 1/4" THK HDPE SKIRT (8"x8" SQ)
i i \ \ \ \ \ \ 3 6 7 AGGREGATE ROAD \!/\//\!O�
- - - - - - - — - -
2 WITH SAFETY BERMS
�o
/ m \ \ \ !\!\ \! !\!\!\! o WELD HDPE GEOMEMBRANE
HDPE OUTLET II - p�. ., -- 16 OZ/SY NEEDLE PUNCHED -- -
v 18' COMPACTED BACKFiII TO �
NON-WOVEN GEOTEXTILE 2' 3' MIN
FABRIC* TOP 12" COMPACTED TO98% STANDARD PROCTOR
4 MIN R Z * 98% STANDARD PROCTOR 31 , 10' 3
CONCRETE COLLAR EXTENDS TYP sn s REFER TO SPECIFICATION
2 BEYOND PIPE ALL SIDES 26-C-SPC-2776 it 1 NOTES
1. EARTH ADJACENT TO CONCRETE COLLAR TO BE WELL COMPACTED TO
PREVENT FUTURE DIFFERENTIAL SETTLEMENT. POND LINER DETAIL -_ POND LINER ANCHOR TRENCH DETAIL GEOTEXTILE UNDER LAYER
2. ALL CONCRETE COLLARS TO BE CHAMFERED A MINIMUM OF 1" (TYP)
0 ALL CORNERS IN CONTACT WITH LINER. \ \\ \\\f\\/ \. SEE POND LINER DETAIL
3. 3,000 PSI CONCRETE W/ 6x6 W2.102.1 WWM. !!\!! !/!!/\ //\/ LEGEND
\\\\\\\\\ \\ \\! \\/\\!\\ \ 3
!\!!\!\!!\!/ * 16 oz/sy NON-WOVEN GEOTEXTILE FABRIC MIRAFI 1160N OR APPROVED EQUAL
A PIPE PENETRATION DETAIL (HDPE PIPET 1 (— \!\�\�\\\�\\�\l\\l\�\j\\\� \\ \\%\%\ 1 60 Mil TEXTURED HDPE GEOMEMBRANE
-- NTS TEXTURED HDPE \\f\ �\ \\!! !\ \i\\i\\ \\ TEXTURED HDPE j Y
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ —o--o— 16 oz s NEEDLE PUNCHED NON-WOVEN GEOTEX71LE FABRIC, MIRAFI 1160N OR APP. EQUAL
WELD 3' MIN i \!/\!/\ \r,COMPACTED Flll 98% !! !! !! SEE POND LINER /!/ !
\\/\\/�\!\/ STANDARD PROCTOR i\\\ \ ANCHOR TRENCH DETAIL%\ \\
E GEOMEMBRANE STEEL XBATTEN�STRIP S $ `'\\/\%\\\!\\!\\�!\�\/\\�!\\\/\\j\\\\\!\\ \\!\\\!\\/\\/\\\\\\\/\�/\��/\�/\\\\\\!\\\\\/\\\\ 8 SHALL BE PROVIDED EVERY 50' ALONG ENTIRE E
LINER -' v v v -- PERIMETER OF ALL HDPE LINED PONDS.
4 A Y 4 ��\\ ��\ \ \;\��\��\ \\,���\\��\�����\;,�\,�\��\�\\�\����\\ \\;�\���;���\\����'�\�\\��\�\\ TYPICAL HDPE PIPE GAS DENT
NEOPRENE GASKET SMOOTH HOPE / / / / / / ! ! / / / / / / / ! ! / / / / / ! / / / / / ! / / ! / ! / t 3
!\\�/\ff�\Z/1 N//\/�\�\ \\/�\j f� \/!\\ \ \�!\\��\\! ! SMOOTH HOPE
N TS
3"x1/2"0 ..
o_:'a. v. 304 SS CINCH
ANCHOR BOLTS
0 6" CTRS.
2'-0' S-O" MIN TOP OF EMERGENCY
CONCRETE EXISTING GRADE LEGEND 2 CONCRETE PAVEM
NOTES: SPILLWAY
1. EARTH ADJACENT TO CONCRETE COLLAR TO BE WELL COMPACTED TO —X 16 oz/sy NON-WOVEN GEOTEXTILE FABRIC, MIRAFI 1160N OR APPROVED EQUAL 0031
PREVENT FUTURE DIFFERENTIAL SETTLEMENT. ALL CONCRETE COLLARS 60 MIL TEXTURED HDPE GEOMEMBRANE (SIDE SLOPES ONLY) e r q V 2
TO BE CHAMFERED A MINIMUM OF 1" (TYP) 0 ALL CORNERS IN —O —'O— 16 oz/sy NEEDLE PUNCHED NON-WOVEN GEOTEXTILE FABRIC, MIRAFI 1160N OR APPROVED EQUAL 3 I1 --
CONTACT WITH LINER.
0
2. ALL METALLIC HARDWARE SHALL BE 304 STAINLESS STEEL. i ~
N '
3. ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 3". BERM/EMBANKMENT DETAIL
B MECHANICAL FASTENER DETAIL COMPACTED BACKFILL WELD LINER SEAMS INTO
TO 98% STANDARD ANCHOR TRENCH A MIN
-- NTS r2 TYPICAL LINER DETAILS PROCTOR OF 12" (TYP)
1 TYP PIPE PENETRATION DETAIL HDPE PIPE 0202 NTS p
0041 NTS 020s
0051 4 LINER ANCHOR AT CONCRETE SPILLWAY
0201 0249 NTS
0202 3' TYP
0205
P q..vva,.V q._a.Va�V.vvaV._Oo.:.aV .Pao Va ;V...aV p4:aIIPP v.,oQa V.
. 22'-4w
TEXTURED HDPE
'-0" 9. 5' M IN.
WELDqQO
SMOOTH HDPE
R
q p.q p .� p. 'p . TOP OF BERM ELEVATION
". (SEE DRAWINGS}
POND TO POND v d a ' ° a EARTH SAFETY BERM =
0041 DISCHARGE v o p. . p' ' „ v ."v �.,
STRUCTURE P q II a 4:. S SMOOTH TO TEXTURED LINER
v.o.Q 3,000 PSI CONCRETE W/ POND SIDESLOPE 3 CRUSHED STONE POND SIDESLOPE -- c
6 x6 W2.1xW2.1 WWF; (EXTERIOR) 0031 PAVEMENT (INTERIOR) TOE OF SLOPE TRANSITION
" "
<> SLOPE ADMIXTURE: XYPEX N TS
P a:
0.q.. WATERPROOFING OR EQUAL SECTION THROUGH BERM
P. a. °. .'.'V.;.P. .'.'a:`P. .':ai.P. :..a ° '.,a ; P .,.�:::o. .' (6" THICK, ONE POUR)
V'.'. V`: V'., V`: V V`; v'.; V,'.: V:'. V V':, V V':. V
ti-
o o a. : 6 SEDIMENT POND EARTH SAFETY BERM
7.a7G.pV4.n q. .'. V.
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V`: V V V' 4 q'.. V` V. 7, V V. V. V P:. V.'- N TS
0204
w PLAN
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POND TO
DISCHARGE POND 4
SECURITY FENCE
° ( B STAINLESS STEEL BATTEN STRIP, STRUCTURE 0041 25'-0" 0031
FOREGROUND AND BACKGROUND
z -- ALONG STRUCTURE EXTERIOR 6'-0" 13,-0" 6'-0" 14'-O" 3'-0" 10'-O" 1 "MIN
c pp ° GEOMEMBRANE LINER 1'l1 3
D FASTNEMECHANIAALLI 2% 2% I TOP OF BERM ELEVATION TOP OF BERM ELEVATION 1 ax
ci SIDES) q' MECHANICAL
IC ALL. 1 p — 1 1 _ SEE DRAWINGS) SEE DRAWINGS 1
B v ( 1"-2 STONE\ 1"-2"0 STONE — EARTH SAFETY BERM �B
GEOMEMBRANE LINER ,- ' SIDES)
r v SAFETY BERM SAFETY BERM
a
POND SIDESLOPE 3 CRUSHED STONE
NOTES; -- (INTERIOR) CRUSHED STONE POND SIDESLOPE 0031 PAVEMENTuj
1. EARTH ADJACENT TO CONCRETE TO BE WELL COMPACTED TO 0031 PAVEMENT -- (INTERIOR)
WESTEC #630 TPE-R RETROFIT v PREVENT FUTURE DIFFERENTIAL SETTLEMENT. SECTION THROUGH BERM
<v WATERSTOP, OR APPROVED 2. ALL CONCRETE TO BE CHAMFERED A MINIMUM OF 1" (TYP) 0 ALL SECTION THROUGH BERM m
EQUAL (ALL SIDES} A SECTION a.
CORNERS IN CONTACT WITH LINER. 9 POND ACCESS ROAD EARTH SAFETY BERM co
m 4. PROVIDE WATERTIGHT JOINTS
INSTALL WATERSTOPS T CORNERS.MANUFACTURER'S STANDARDS AND PROCESS POND ROCK SAFETY BERM 0202
SPECIFICATIONS.
0201 NTS 0205 NTS o
S LINER CONNECTION TO WEIR BOX 0202 0208
0204 NTS WORK SAFELY
0205 a
^ APPROVED FOR PERMIT
nus ow,w�x:AND Au THE 'MOM THE rrs�mr of �+F.t
RES"CES LNG.AIR) SHAU. BE RETURNED ON DE1W0 IT IS ON THE O
COMMMO THAT, Exc�r O WWMN ANY OT ` °"' T �"°` BE ON THE � ILUKA RESOURCES NC LLC AMEC NORTH CAROLINA' INC.
N r u�R BMW OMM OR CD RRWT wRH WHW IT WAS=0 MM C. STILSON D. ELMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE
OF 71M 0RA"4 SIG WES ACCEPTANCE of THE AM COPOWNS AND COPM%ff.' SUITE 100
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. a
STAMP/SEAL DURHAM, NC 27703 `�' a
�,\A CA ,,/,, CLIENT PROJECT NO. AREA AURELIAN SPRINGS MINE & CONCENTRATOR [phone] N A
*` ....... ��i��� M-AS-00003 LICENSE: F-0480
Or OF v '' -
/ESS/ �
A� PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP N0. j
D 06/05/14 QED FOR PERMIT MBE BE DRE caw = oao961 i 175276 DSN MBE 02/24j14 CIVIL.
O 05/02/14 ISSUED FOR PERMIT ORD MBE MBE DRE GAW :� '• FNGI� Q¢:/4; DRN ORD 02/25/14 v
B 03/24/14 ISSUED FOR APPROVAL �tD MCR MBE DRE GAW , •.,,•••• �� SCALE PACKAGE CODE
GRADING & DRAINAGE DETAILS DRAWING NO. REV. o
A 03/14/14 ISSUED FOR INTERW>t REVIEW DM MBE GO REF NUMBER TITLE � 1 Ei. 1\k\Nt CHK MCR 03/2Oj14
REV MMDDYY REVISION ISSUE DESCRIPTION D N CHK A -OF APP _REV MM DYY REVISION ISSUE DESCRIPTION D CHK APP AP APP REFERENCES 1ltilill>> NTS APP ORE 03/21/14 26—C—DWG-0042 p
8 76 5 4 3 CAD FILE: P:\CAD\CIV\26-C-DWG-0042.DWG
1

1ENM 0 INCHES 1 2 3 4 5 6 7 8 9 10 ENNHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
FIRE DEPARTMENT SIDEWALK TYPE SIAMESE CONNECTION
GV IVB < ' 90' SIAMESE CONNECTION WITH CAPS & CHAINS & FDC
ADDITIONAL GATE
IDENTIFICATION SIGNAGE
VALVE REQUIRED IF z
*FINAL BACKFILL COMPACTED TO A DISTANCE IS MORE \ / \ / FOUR HYD NT RA 3 2'-6" 2'-6" *
F MINIMUM 957. OF ITS STANDARD PROCTOR THAN 5' ® ®�GUARDS 4" SCH 40 GALVANIZED I
c
MAXIMUM DRY DENSITY PER ASTM D-698 / / \ / \
ZJNI
STANDARD PRECAST 4'0 MANHOLE W/ RING AND COVER CARBON STEEL PIPE 2'-0" MIN
TRENCH WIDTH � ' / KF NM- COVER SHALL BE LABELED WATER FLXIPT
a 5'-0" MAX
SECONDARY ZONE BACKFILL*
----- -
' STRUCTURAL FILL COMPACTED —
_�i ____ FINISHED GRADE 4" X 18"
\\j TO A MINIMUM OF 95% OF ' N CONCRETE SLEEVE
- ITS STANDARD PROCTOR \ / \ /
MAXIMUM DRY DENSITY PER ® - I— FIRE MAIN
ASTM D-698. TEE
VARIES HYDRANT GUARD tO ROADWAY
PRIMARY ZONE GRANULAR FILL __ iv
v WELL GRADED COARSE AGGREGATE PLAN EW PIV/HYDRANT
m VI\ ASTM C33 SIZE No. 8 } ,\
PUMPER NOZZLE
FACING ROADWAY 2) 3/4" RODS \�
�j
COMPACTED GRANULAR BEDDING I ACCESS f ELBK _ 4 ° / j\//
i /BITUMIONUS \� 4\j\\ \ /\\\
\ \ WELL GRADED COARSE AGGREGATE VALVE BOX I I BOLLARD - SEE DETAIL 4 ON �j p COATING P 4" FLGXPE DIP \\/\ \ \\f\ \\
ASTM C33 SIZE No. 67 i FINISHED GRADE DWG 26-C-DWG-0031 ) /
\/.\6\/\l.\/ i. /\. /✓ M N
a 4 WAFER n`. WITH RODSto
a z CHECK VALVE °;a MECHANICAL JOINTS
a W/BALL DRIP THRUST BLOCK
UNDISTURBED SOIL Io a °;� a, 0052
OR COMPACTED FILL \ "' 8" GATE VALVE
FINISH GRADE NQIES
\ ` 8" HDPE PIPE 6" HDPE PIPE
E * SEE SPECIFICATION SECTION 26-G-SPC-2200 / /�/ \/ , III
/\ \ \ \ \ \ \ E
\�\ I I \�\,. ✓�/ I ( \�\�.\, // /\ \ \\/j /�/\ a a / / /,\/\/�� / \// a ° ,.a a' ° ,. .. ) 1. ALL SIAMESE CONNECTIONS MUST BE
I I I I \ \� \ \ \ \� \ \ ' WITHIN 100 FEET OF A FIRE HYDRANT.FLEXIBLE PIPE BEDDING
WAFER CHECK VALVE WITH BALL DRIP
9 CMP,P VC,STEEL HDPE TEE I I I I I I I I /\ %\ \\/\/ < WORKS (MODEL 9GWBD) OR APPROVED
AS MANUFACTURED 8Y UNITED BRASS
/ / i i ✓ /// // / < EQUIVALENT.
�/ v � " (MIN} ELEVATIO s0' BEND I I I i I I I I Cv�! ,v , , i// v v/
10 N I I I I I I I I /\\�i\\/ � \/i T\/i` � \\ � `'� � \\%./. ..\�%
NTS WATER MAIN 6" OF #57 WASHED STONE
1. HYDRANT GUARDS TO BE PAINTED SAME AS HYDRANT. CONCRETE BLOCK SUPPORT
NOTE: DETAIL PROVIDED FOR REFERENCE ONLY.
2. OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE q OF THE NEAREST REFER TO PLANS BY OTHERS FOR FINAL DETAILS.
ROADWAY OR FINISH GRADE. SECTION A
3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. 4 ROAD SIDE FIRE DEPARTMENT CONNECTION -. �•-
PIV AS SPECIFIED- �"� 4. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. 3 GUARD POST FOR PI V HYDRANT 0407 NTS TOP OF OUTFLOW EL. = 240.00
LOCK AS SPECIFIED
5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 0407 NTS
6. ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL, ALL NUTS 15'-0"
SHALL BE STAINLESS STEEL 06'x2' THICK LAYER OF
NCOOT #5 OR IARGER
� toFINISHED GRADE 7. MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE STONE RIP-RAP D
D �' MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) 3 I a GROUTED IN PLACE
�11 0
8. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO b 1)
a �
THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT F 04 237.00
PURSUANT TO FIRE PREVENTION CODE 3-5.6.
9, ALL FIRE HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS. 6'-0" '
10. DETAIL PROVIDED FOR REFERENCE ONLY. REFER TO PLANS BY OTHERS FOR FINAL DETAILS.
o. :: 1f
CONNECT POST CLARIFYING POND
`: V':.'p' 'v
INDICATOR ASSEMBLY BOTTOM
TO GATE VALVE 2 FIRE HYDRANT DETAILS
5 POST INDICATOR VALVE 0407 NTS
.'. '.Q• ....�'.Q. -.
0 .7 N o NTS HOLD FOR FINAL PIPING INV 228P75 INFLOW PIPE
of MATERIALS AND JOINTS 10
a
cD Y SEE PIPING DRAWINGS CONCRETETHRUST BLOCK
nz-.U p m FOR CONTINUATION COMPACTED EARTH
o a w
w vai o
v w I C
s'—o" g THICKENER OVERFLOW OUTFALL DETAIL
c) FINISH FLOOR /
GRADE ELEVATION
SUCTION STRAINER 0405
I (NFPA APPROVED) NTS
w
a
a SEE PIPING PLANS
Ld FOR CONNECTION &
CONTINUATION 71N
N 254.00
20 HDPE PIPE v
v. - 7 -ESN SQ " o
2 v v.,
1'-6" 2'-9 iv
CONCRETE COLLAR EXTENDS CONCRETE CAST AROUND
90' BEND u ''a a _ _
( BOTTOM OF FOOTING 0042 2 BEYOND PIPE ALL SIDES rn
(2) #5 OR GRADE BEAM -—_ �1 - ------ HDPE PIPE/ELBOW
W/6• HOOK 2 - - - - - - - - - - - - - - -
N IN 0042 POND BOTTOM 8" HDPE PIPE a o oI POND BOTTOM ' ° 3
J ¢ '- a p •- 0042 - a �
GJ THRUST BLOCK �✓ NOTES. r"a�— ''.N �. ?V.
9.a �',v'. i.q
0052 ° a
p _ -_� �y
B _ _ 1. EACH STRAINER TO HAVE 20.88 FT 2 OF FREE AREA a. ':'a " Gi
d � a INVERT � CONCRETE COLLAR EXTENDS � 245P5000TFLOW
2. APPROVAL/MODIFICATION BY FIRE VENDOR. 0 442 2 BEYOND PIPE ALL SIDES
N a
CONCRETE THRUST BLOCK
COMPACTED EARTH D
5-
FIRE
BEDDING
rs N SEE PLANS FOR PIPE LOCATION, 7 FIRE SUCTION STRAINER DETAIL 8 HDPE PIPE DISCHARGE DETAILa.
3'-0 SQ PAD (4) #4 EQ SP EW I 0 THI CKENER OVERFLOW RISER DETAI L to
o MATERIAL AND DIAMETER 0404 NTS O405 NTS O407 In
NTS
6 FIRE PROTECTION PROCESS RISERco
I
0 Qs NTS 0407 WORK SAFELY] 0
--- ma
IHIS DRAWBNG AND ALL 1HE WOM ANON nOM REMNNS THE PROPERTY OF UM APPROVED FOR PERMIT
RESOURCES W_AND SHALL BE RETURNED ON DEMWD. fT IS SSUE'Q ON THE CO p
NdDON 1HAT. D=n WI1H WRITTEN POW,-Oft MST NO!BE REPRODUCED. AMEC NORTH CAROLINA, INC. a
cc> - COP&A OR COMM WATm TO ANY 011M PURPOSE THAN MAT STATED ON TNNE ILUKA RESOURCES � �NC LLC
N PARTICULAR BMW. ORDER. OR CONTUCT WITH Vr" It WAS Isom. ACCEP MCE C. STILSON D. ELMORE G. WYNN 4021 STIRRUP CREEK DRIVE
OF TJOS DRAYANO SIGNIFIES ACCEPTANCE OF TW ABOYE CUHD(IIONS AND COPM%g.
11 f CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. SUITE , q
STAMP/SEAL CLIENT PROJECT NO. AREA ( ) A
iame&
DURNAM, NC 27703 a
905 829-5400
AURELIAN SPRINGS MINE & CONCENTRATOR LICENSE: F-0480 v
HH _ M-AS-00003
0409 `. _ BY MMDDYY SUBJECT CLIENT SAP NO.
i PROJECT N0. ACTIVITY N0.
F 175276 DSN MBE 02/24/14
CIVIL
C 06/05/14 ISSUED FOR PERMIT SMP MBE MBE DRE CAW i f �GIN�ti'
8 05/19/14 ISSUED FDR APPROVAL SMP MCR MBE DRE GAW i�yq B" SCALE PACKAGE CODE DRN DRD 02/26/14 UNDERGROUND PIPE UTILITY DETAILS DRAWING NO. REV.
A 04/30/14 JISSUED FOR INIERNN. REVIEW DRD MBE GAW REF NUMBER TITLE 11 Nj CHK MCR 05/01/14
REV MMDDYY REVISION ISSUE DESCRIPTION D GHK APP APP REV MMOOYY REVISION ISSUE DESCRIPTION D CHK A P P APP REFERENCES NTS APP DRE 05/19/14 26—C—DWG-0051
rT C 9 8 7 6 5 4 3 CAD FILE: P:\CAD\CIV\26-C-DWG-0051 .DW

TENTHS 0 WCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
GRADE - OBSTRUCTION-� 36" {MIN} COVER
E .__4c PRESSURE MAIN IRON BODY FERRULE WITH 36"
RESTRAINED BRASS SCREW PLUG " r'- WATER MAIN PIPE MINIMUM HORIZONTAL
JOINTS -— 1 SCH 40 STEEL
45' OR 22 1/2' PIPE OTHER PIPING TYPE SEPARATION (FEET)
ENCASE AS REQUIRED BENDS
4- 4 EA. WAY 1 1/4" DIA STEEL BAR 1. GRAVITY SANITARY SEWER 10
ELEVATION SPECIAL UTILITY CROSSING - FITTING TYPE � # " "
24 SQ, PROVIDE 1 -6 x 1 -6
0 x 4" THICK CONCRETE I SEE NOTES ON 2. PROCESS WATER 10
* MIN. CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN ; PAD IN AREAS THAT SET COVER OF VALVE BOX UTILITY CROSSING
CROSSINGS PER DETAIL 4, DWG 26-C-DWG-0052. IF MINIMUM CLEARANCE ARE NOT PAVED 1/4" BELOW GRADE IN DETAIL 3. SEWAGE FORCE MAIN 10
CANNOT BE OBTAINED, CONCRETE ENCASEMENT IS REQUIRED. o`'
�,,4,,� 4� ,P,-.,. �. ,4.. P,_ .4._��. � PAVEMENT OR SHOULDER
FINISH GRADE
CAST IRON LID 4. GRAVITY STORM SEWER 3
OTHER UTILITY PIPE
5. RECLAIMED WATER 3
GRADE (MIN} COVER " SEE PLAN FOR PIPE SIZE :;1 ,; . ;^:;.� PLAN VIEW 6. ELECTRIC, PHONE, CABLE, GAS 2
OBSTRUCTION SLOPE TO 36
PRESSURE MAIN 0- CONCRETE PAD, T
SEE NOTE 2 FOR - w DELETE IN 45' BEND MINIMUM HORIZONTAL SEPARATION REQUIREMENTS
ACCEPTABLE DEFLECTION - W PAVED AREAS
--CENTER A FULL LENGTH OF PIPE v' ' HAND TAMP BACKFiLI Z NOTE: THE PLANTING OF HARDWOOD TREES WITHIN 10 FEET HORIZONTAL CLEARANCE OF
ENCASE AS REQUIRED AT THE POINT OF CROSSING i AROUND UPPER SECTION UPPER SECTION ( )
N NOTE: SLIDING TYPE CAST THE MAIN SHALL BE PROHIBITED.
ELEVATION
MNDARD UTILITY CROSSING - DEFLECTION TYPE ` CLEANOUT PIPE MATERIAL 45' WYE BRANCH ioE I IRON VALVE BOX
NOTES: SHALL BE SAME AS EXTENSION ROD REQD WITH 2"
LATERAL (SEE PLAN) \ I OPERATING NUT 6" BELOW WATER MAIN PIPE
1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. \ LOWER SECTION GRADE WHEN VALVE CENTERLINE MINIMUM VERTICAL
E \ IS OVER 4'-0" BELOW GRADE OTHER PIPING TYPE SEPARATION (INCHES) E
2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURER'S MAXIMUM JOINT WATER MAIN ON
DEFLECTION. I TOP WITH JOINT
-•.—- -—► —- -—►- - CENTERED OVER SEE NOTES ON t. GRAVITY SANITARY SEWER 18
3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM) FLANGED DRIP TIGHT OTHER UTILITY PIPE DIETAIUTILITI CROSSING
PLUG VALVE (PROVIDE GASKET DETAIL 2. SEWAGE FORCE MAIN 78
4, ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO THE SHOP DRAWING FOR GASKET HOPE FLANGE ADAPTER
DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND APPROVAL) 3. GRAVITY STORM SEWER 12
STRUCTURES (LE, WALLS, TREES, TRANSFORMER PADS, ETC,). SIZE AND TYPE OF T
LATERAL AS PER PLAN _ - OTHER UTILITY PIPE 4. PROCESS WATER 18
5. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO TWO 5. ELECTRIC, PHONE, CABLE, GAS 6
TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM THE TOP OF THE BANKS OF SECTION VIEW
ANY BODIES OF WATER (LE: STORMWATER PONDS, CANALS, ETC) IF LINE ENDS AT THIS HEAT WELD
POINT, A PLUG SHALL BE
6, ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM HORIZONTAL SEPARATION OF INSTALLED IN THE BELL HEAT WELD N0 . MINIMUM VERTICAL SEPARATION REQUIREMENTS
10' EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN. HOPE FLANGE ADAPTER NOTE:
BACK-UP RING PROVIDE MECHANISM FOR LOCK-OUT/TAG-OUT.
q � / -�/ /� IF THE WATER MAIN IS BELOW THE SEWER PIPE, THAN
l V 77Ll t i CROSSINGS 2 CLEANOUT A MINIMUM OF 18" VERTICAL SEPARATION IS REQUIRED.
U0406 // NTS RJJ tO� NTS PLUG VALVE DETAIL 4 MINIMUM SEPARA77ON NOTES
°04°0� NTS a8
06
NTS0
0417 4D 4 D
----
- IRON BODY FERRULE WITH
BRASS SCREW PLUG
2x 12"0 CEMENT PIPES 3' LONG MIN TO Q.a 6" MIN
SUPPORT PIPES CROSSING V-DRAINS (TO 91
24" SQ 4-#4 EA WAY
,• �,�`
PREVENT PIPES OBSTRUCTION DRAINAGE FLOW) 4�
q' 77\ �\\/\m/ / 77
o
5 ABOVE GROUND PIPING CHANNEL CROSSING UNDISTURBED SAIL
a ...P. a. ,a, v. ;,. :. � � 4; co ,,.,;, 4.,, „ a : �. a, . � UNDISTURBED SOIL
. P v ,'v' 4 ( 9 . 4 9 . 4 a a '.'a v o4 ( o P .o. 9 � PLAN - BENDS
## NTS
T SEE PLAN FOR PIPE SIZE � UNDISTURBED SOIL PLAN - TEES OR HYDRANTS
tt� 6' UNDISTURBED SOIL
i CONCRETE PAD, ® a` ;,
- EXCAVATION AS REQUIRED, TYP. N DELETE IN ( 45' BEND
o TOE OF SLOPE w PAVED AREAS
O a
NOTE: 45' WYE BRANCH4. 474
`'' CLEANOUT PIPE MATERIAL
SHALL BE SAME AS 24" MIN FOR 12" AND LARGER PIPE,
<� �i LATERAL (SEE PLAN) PLAN & EL - PLUGS
SECTION A 18" MIN FOR 10" AND SMALLER PIPE
AMµ
7�
_ y
TEES OR
1/4 BEND 1/8 BEND 1/16 BEND PLUGS
' TOP OF SLOPE -� SIZE HYDRANTS I
fi (�`� N wAw a$w wAw w"« waw »Bw «Aw w$s wCR wDw
SCH 40 CARBON STEEL CASING PIPES D
n SEE PLAN FOR PIPE NUMBER, SIZES, � 6" f2' 75" 9" if" 6' 8" 12" 12" f0" 23"
LOCATIONS, AND INVERTS SIZE AND TYPE OF 8" 16" 204 12" 15' 8" it" 14" 17" 12" 31"
M LATERAL AS PER PLAN 10" 21" 24" 15" 18" 11" 13" 17' 21" 14" 38'
;a PAVED ROAD 12" 25" 29' 18" 22" 13" 16" 21" 25" 16' 46" 3
o PLAN, 14" 30" 33' 21' 26' 15" 18" 24" 29" 18" 53"
M » w w « « « « w W
z 16 33 39. 24 30 17 21 28 33 20 6fM
B FINISHED GRADE PAVED ROAD 5' SHOULDER MIN TYP SEE PLAN FOR 18" 38" 44" 27' 33' 19' 24" 31" 38" 22" 68" �B
m T INVERT ELEVATIONS 20' 42" 49" 30" 37" 21" 27" 344 42" 24' 76" °dU
3 MAX 3 MAX 24" 50" 59" 36" 44 25" 32" 41" 50" 28" 91"
n) 4 1 R w N w w R «
63 73" 45" 55' 32 40 52 62 34 114
7 DOUBLE CLEANOUT �
„ ' -----\ " QJr�� NTS 36" 75" $8" 54" 66" 39" 47" 63" 74 40" 73T
GEOTEXTILE TYP
in
GEOTEXTILE �� a '� '"`'" � ————————— (TYP) 42" 87 103" 64" 76" 45" 55" 73 87 46" 159"
N 5 1 SCH 40 CARBON STEEL CASING PIPE 48 96 122 73 87 52 63 83 100 52 182 a
(SEE PLAN FOR CASING PIPE SIZE & SLOPE) 1' 5' 6" OF #57 STONE (TYP, ONLY " " N " « R
�n REQUIRED AT AT EXCAVATIONS) to
N
r 6 ABOVE GROUND PIPING ROAD CROSSING 8 THRUST BLOCK DETAIL to
If U04O7
NTS o 51 NTs WQRK SAFELY o,
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CONDOM THAT, EXCEPT wmT A Y OTHER PER PURPOSE
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<a CONDO OR COMHAT,EXCEPT TO ANY EN P PURPOSE TIWT THAT STATED ON THE
PARTIOAAR BMW, ORDER, OR CONTRM WRH WHIM R WAS WO AOCEPTAtkD C. STILSON D. ELMORE G. WYNN 4021 STIRRUP CREEK DINE
OF THIS DRAWING SIGNS ACCEPTANM of THE ABOW CON DMONS AND COMM. CLIENT PROJECT MGR, DEPARTMENT MGR. PROJECT MGR. SUITE 100ameL
Il STAMP/SEAL �1tiltN DURHAM, NC 27703 a
+ \���` GA N`�A�ii CLIENT PROJECT NO. AREA [phone] A
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If
c os O5 14 FOR aFRraRP �� M� GAW '� ••FQ S$f 17527E DSN MBE 02/24/i4 CIVIL
n / / �% •.?Gl NEE '��G\�� SCALE PACKAGE CODE DRN ORD 02/26/14 0
B 05/19/14 ISSUED FOR APPROVAL SMP TACIT A18E DRE CAW �i��q B �GG��� CHK MCR D5/Ot/t4 UNDERGROUND PIPE UTILITY DETAILS DRAWING NO. REV. o
A 04/30/14 JISM FOR INTERWL REVIEW DRD MI# GAW REF NUMBER TITLE NTS 26-C—DWG-0052 C
`j REV W M7 REVISION ISSUE DESCRIPTION CHK AP P APP APP REV MMDDYY REVISION ISSUE DESCRIPTION D N 7r 77 REFERENCES APP ORE 05/19/14
10
8 7, CAD FILE: P:ACADvCIVv26-C-DWG-0052.DWG
j 4 .J
a 1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 E04M5 0 MM 10 20 30 40 50 60 70 80 90 100
114
rHOMAS S. WILSON, ET ux PROPERTY LINE
F D B. TRACT 214J, PG. 76 ,- i NC 48 MERIDIAN NORTH
P.C. 6, SL. 141-A
5�1 SD54 E CK I
3D, s�0INIG SEra?
HELEN E. rINNEY, ET AL I i
D.B. 2362, PG. 184
TRACT 'B"
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1 1 4 2
ZONE 1 RIPARIAN
BUFFER (30 FT) WENT '
ZONE II RIPARIAN 1 £ ACDEDS EASE MEN
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DALE B. DULANEY, ET UX BUFFER (20 FT) -' WIDE p4BA 6 I
T
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TRACT 'C' BUFFER
P.C. 6, SL. 141-A „ E - -- - _ - _ _- - - - - - - - - - EXISTING TREE I AURELIAN SPRINGS RD
N 5g*94 63 9 �\ LINE (TYP) I i
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' 30
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30. BUILDING \ I n- ` ( (I D.B. 1759, PG. 582 VICINITY MAP
` \ V12-19 ( 2-78
1 114' f i \ \ �'s: >�,'x � "_ ( ( SEEP P.B.N20 B PG 29 PG. 354
... - . \ x k> I NOT TO SCALE
26.496 Acres dl LEGEND
\ t \ ( O 1 I
z BITUMINOUS PAVING
i ( I- - - - - - - - -- - - --F II
\ DELINEATED WETLANDS BY OTHERS I I
PROPERTY LINE
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0 0
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z
\ 1
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! I 1
\ \ _ - II ( 1 DB
WETLANDSTRACT 'A" IB12-17 1 GATED GRAVEYARD
CABQT LEE CRAWLEY P.
D.B. 2009, PG. 736 WETLANDS BUFFER
\ P.C. 6, SL. 134-D I 1 I 0 p 1 II _ _ 0.50 ACRE GRAVEYARD TOP OF SLOPE
- TUFFE�.� 2013, PG. 97
\ P.C. 6, SL. 136-S i -
\ P.B. 2013, PG. 97 i - - a oa p I 16 �� II / \ I - TOE OF SLOPE
\ 40,985 Acres // ,� �a A ( �� 812-1 II i I ! \ I -x- PERIMETER FENCE
\ ♦ // \ . ♦ I I (I ( I KEY NOTES: O
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- - -- _ i\ 1 a G - -' 6. CHANGE ROOMS & RESTROOMS
r�
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\ 1 14 P STURE _ - _ -_ -_ 55 I 8. MAINTENANCE SHOP
9. STORES BUILDING
\ 36 I 10. TROMMEL BUILDING
N3 11. TAILS THICKENER
1 O8 9 5 a N w 28 j i I , 12. OVERSIZE STOCKPILE AREA
QO I I- = 37 2g 3. BONE YARD AND EQUIPMENT STORAGE
1
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D.B. 24, PG. 237 \ 4 O 7 - - __ ISTORMWATER RETENTION POND
r -!$1 ' 16. LINED CLARIFYING WATER POND
:o D.B. 325, PG. 40 \ ( , . _,. -T_ .. .:` ,'. 46 1 I � '
1 1 17. LINED PROCESS WATER POND
i i 34 I I 18. LINED CLEAN WATER PONDPL
C
� 1\ II 1 1 1056.89 19. PROCESS PUMPS- i 20. FIRE WATER PUMPS
\ _- - - - ---- 2 7 I I N.C. GRID COORDINATES S 74'44'19" W �� 221.2. SANITARY TRUCKSEWER ABSORPTION FIELD AREA
�. / V B 10 6 12 I
1 j N 954931.54
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15' BUILDING SETBACK_ I PARKING 34 SPACES+12 *` II COMBINED FACTOR: 1.00005453 1 i 24. MSP REJECTS FACILITY
12.047 SF FOR TRENCH DETAILS I EXISTING TREE 25. PIPING\ 1 ORRIDOR
AND LOCATION I LINE TYP 26. FUTURE PIPINGCORRIDOR
21 t 76 \ t PARKING 44 SPACES /j { }
S 72'35't0 W \\ \ 16,640 SF / PROPERTY LINE PGR
/ I
- - - - - - - - 41 - - -- - // 28.
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BERMPOND
29. STORMWATER POND EMERGENCY SPILLWAY
I
I
30. CLEAN WATER POND EMERGENCY SPILLWAY
28
( FIELD WOODS 32. SITE EGRESS
24 HOLD 21 2 \ �� I 33, FLOCCULATION BUILDING\ h° I 28 r
NOW OR FORMERLY 34. ROUGHER BUILDING
\ \ 35. TOPSOIL STORAGE AREA
C z VA m V ( I
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-"\ It W.B. 16, PG. 312 37. 24 ROUBLE SWING GATE
JAMES WAYNE BANKS, ET UX o \ m \ 485
38. FIRE TRUCK TURN AREA
<v D.B. 1636, PG. 396 \\ 39. MSP STORAGE AREA
\ a \ \ ` ✓ _ 1 {. 40. SURPLUS SOIL STORAGE AREA
P.C. 5, SL 312 \ \ ; \\ \ 1 #< 17E11d I I ( I D
41. OVERSIZE BUNKER SUMP
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\ TELEPHONE PEDESTAL \ - / I I Q m 46. PROCESS WATER TANK 0-
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\ _ / 1 �OANOKE ELECTRIC MEMBERSHIP CQRPORATlON OVERHEAD ELECTRIC / ��J
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.:
W.
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�- - - - - - -� - - - - - - - - - - - - - - - - - - - 0 20' 50' 100' 200' 41
CONTROL NTR L SET 297. 12 CONTROL AURELIAN SPRINGS ROAD" 801.07 -� N
m
DRIVEWAY CULVERT 112" IRON ROD SEr FLU Wl GROUND S 1422'02" E R/ 1"=100'-0" of
N 954340.62 E 2 1 30.02 R W
£L 261.9E WORK SAFELY
'THIS DRAWING AND AIL THE INFDRLNTION THOM REAWNS THE PROPERTY OF WUWA APPROVED FOR PERMIT
<> RESOURCES INC. AND SHNI.BE REWRNW ON DEIMND. IT S W" ON 7HE O
1 CONDITION THAT. ExCEPT WITH WRITER PEON. IT MUST NOT BE REPRODUCED, AMEC NORTH CAROLINA, INC. a
COPND OR COMMUNIGTED TO ANY OTHER PURPOSE THAN THAT STATED ON THE NC LLC
PARRCUUR ENQUIRY. Off. OR CONTRAOT WITH WHICH IT WAS . ACCEPTANCE C. STILSON D. ELMORE G. WYNN VILUKARESOURCES � 4021 STIRRUP CREEK DRIVE
OF THIS DRAWING SOM ACCEPTANCE OF THE ABOVE CONDITIONS AND COPYRIGHT.'
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. SUITE 100
A STAMP/SEAL ttttRtttt DURHAM, NC 27703
cO
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t .,.0
Q tiSSip' M-AS-00003 a;
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h� � _
D 05/02/14 ISSUED FOR PERMIT SMP MBE MBE ORE CAW 0409 1 = 175276 DSN MBE 01/13/14 CIVIL
C 03/13/14 ISSUED FOR BID SMP MBE MBE DRE GAW
GINEti DRN SMP 01/13/14
B 02/21/14 ISSUED FOR CUENT REVEW SMP MBE MBE DRE CAW �i C •••,•• ` •� SCALE PACKAGE CODE o
a. ' CHK MCR o2/14/14 OVERALL SITE PLAN DRAWING NO. REV. o
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REV M DDYY REVISION ISSUE DESCRIPTION DRN CHK APP APP 70777 REV MMDDYY I REVISION ISSUE DESCRIPTION URN CHK APP APP I APP I APP REFERENCES APP DRE 02/17/14
S 7 5 q 3 CAD FILE: P:�CAD�CIV�26-C-DWG-0100.DWG
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Tanis 0 INCHES 1 2 3 4 5 6 7 8 9 10 pctttNg 0 MM 10 20 30 40 50 60 70 80 90 100
PI N 955687.94�� NOTES:
\ \ p N 955683.41 E 23 747.46
P> PC E 2363741.19 s N 955700.96 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
F N 955655.24 E 2363738.77 - - - -
�� F
E 2363636.15A;D
N 955648.01 � .- �' � �`� •• ��� � y � �'=T}�� �
N 955608.01 LIMITS OF CONSTRUCTION E 23636D.89 /� .• V _ C 1 - ��G � -[ l
E 36�5 .52 P> it - / / �� - -- -- -- - /' TOS
.. .. .. .. .. N 955690.12x * - �_ . E 2363754.88 PT -
(�� N 955596.18 N 955618.14 cn s J
DALE 8. DULANEY, ET UX D.B. 2252, PC, 629 PI N 955585.13 E 2363572.1 PC E 363647.04 i
TRACT G" - E 2363534.52 -- - TOB i TOS
N 955646.94
P.C. 6, SL. 14 1-A TOS a - - - - - - E 2363767.54
-"�� BEGIN SAFETY BERM N 955646.21
i - - N 955624.77 E 23637 7. 2 PT
N 955561.59 � N 955549.80 ��' ` E 2366 6.15
E 2363496.91 / C _ / �� - �� { i f/ N 955628.90
E 2363544.88 %�- - K- E 2363728,81 1
N 955624.85 c--
N 955557.80 _
E 2363502.98 -� / / E 2363688.71
r 74
N 955545.08 f/ /- PUMP PAD �� /
5829,33" E J E 2363530.68 / y� �� N 955565.16 N 955586.74 N 955623.89PT HOLD FOR DETAILS
1441 E 2363658 9 N 955612.04 /
E 23635- - E 2363654.89 / E 2363692.65
00
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PI / N 955577.53 ��
3 I E 2363583.26 E 2363672.30 N 955569.89
' I N 963576. 4 / E 2363746.12 / ps w
E 2363576.54
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E 2363558.78 I N 955587.20
N 955527.07 I ' 36380
E 2363575.78
N 955570.99 -
f \ ( N 955512.67 I E 2363724.39
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1 N 955497.33 I �(�/�� O N 955487.25 I ( E 2363593.88 ( ti
T 23 I N 955499.30 I j
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N 955473.13 \ \� ( I Q
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N 955450.62 .• \ a \ r6 / I � TOS q
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\ \ E 2363692.09
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q \ AJ \
6 6' SECURITY FENCE \ \ \
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BARBED WIRE \ \ V, II . . . II II II II . . . III II N 955418.00
LIMITS OF CONSTRUCTION N 955394.08
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I
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\ / v V V .u II II N 955394.01 I
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MATCNLINE - SEE DWG 26-C-DWG-0104 FOR CONTINUATION o
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2 CAD FILE: P:\CAD\Civ\26-C-DWG-0101.dwg

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
•• •• !• LIMITS OF CONSTRUCTION -� ��\ SEE DWG 26-C-DWG-0312 FOR CONTINUATION OF LIMITS OF NOTES:
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8 f CAD FILE: P:ACAD\Civ\26-C-DWG-0102.dwg

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
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. , - • , • - ^ . , - " • . - ^ " 1. SEE DWG 26-G-QWG-0003 FOR GENERAL NOTES.
' DEUNEATED WE7ZANDS BY OTHERS „
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9 8 '7
1 6 2 CAD FILE: P:\CAD\Civ\26-C-DWG-0103.dwg

mtMS 0 INCHES 1 2 3 4 5 6 7 8 9 10 ETDEITHs 0 MM 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0101 FOR CONTINUATION NOTES:
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TENTHS 0 RICHES 1 2 3 4 5 6 7 8 9 10 EK*M 0 MM 10 20 30 40 50 60 70 80 90 100
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TENTS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0103 FOR CONTINUATION NOTES:
Vj\� N 954799.01 N 954819.42 1• SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
N 95477 11 5
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TENTHS 0 RICHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0104 FOR CONTINUATION NOTES:
N 954827.24 N 954884.50 ( ) 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
LIGHT POLE TYP
TO
SEE NOTE 2. TOB END SAFETY BERM � 2• SEE DWG 26-E-DWG-0151 FOR LIGHTING-OVERALL
F E 2363521.3 N 954830.61 E 2363659.26 N 954881.31 SITE PLAN,
i N 954869,32 N 954985.82 3. SEE DETAIL 7 ON DWG 26-C-DWG-0031 FOR
N 954817.48 236 5 3.44 l E 42 E 2363700.8 E 2 6 037.5 TYPICAL ROAD SECTION.
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N 954777.94 p, N 954782.64T. �/ �aa T 'C �63664 1, �� J� COMPANY E 236384fi.46 .
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ENGINEERING @3 & RESTROOMS W-BEAM GUARDRAIL, NCDOT >i�rr�/�/ r N 954894.$9
& SURVEYING MCC STANDARD SPECIFICATION E 2364010.31
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N 954753.24 N 954735.62 N 954782.15 50.19' W-BEAM GUARDRAIL, NCDOT
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D• w SECTION 862 FOR DETAILS f STORAGE VOLUME: I
BUILDING �y 2. SEE STRUCTURAL DWG 26-S-DWG-0153 FOR
n� 10,140 CY FUEL FARM DETAILS.
U f\ o A-1 N 954711.79 ( O 3. SEE STRUCTURAL DWG 26-S-DWG-015* FOR
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N 954fi43.27 20.00 T J �i tyt CHANGE ROOMS & RESTROOMS DETAILS.
L'1 13.66' 45.13' i. W 5. SEE STRUCTURAL DWG 26-S-DWG-0154 FOR
to E ,236?568.87 �( 23.6T� - ( V) MSP FACILITY FOUNDATION PLAN.
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N 954589.76 N 954611.91 CRUSHED STONE N 954648.50 N 954693.13
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CY N 954679.62 STANDARD SPECIFICATION
H'� ASPHALT
DUTY RIPRAP SECTION 862 FOR DETAILS
ASPHALT PAVEMENT D03t E 2363929.42
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FOR TRENCH PLANS
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SECTION 862 FOR DETAILS
x: 1 - - - - & LOCATIONS - - - - 2 - - - - - - - - - - - - - - - - - -
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MATCHLINE - SEE DWG 26-C-DWG-0 FOR CONTINUATION
HOLD FOR FINAL LAYOUT WORK SAFELY
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DROM AND ALL THE WFORMATON THERON REw=THE PROPEM OF UM APPROVED FOR PERMIT
RESOURCES WC. AND SFNLL BE RERIRNED ON DEMAND. If 19 ISSUED ON THE
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o DOMED OR COMMUNIGTD TO ANY DRET PURPOSE THAN THAT STATU ON THE
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j OF THIS OWNG SN7>UIE.R ACCEFTWE OF THE AR04E.,CONDITIONS AND COPYMff.• SUITE 100
c_ CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
cQ
C_ STAMP/SEAL DURHAM, NC 27703
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O i LICENSE: F-0480
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PROJECT NO. ACTIVITY NO. BY MMODYY SUBJECT CLIENT SAP NO.
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TENTHS 0 RICHES 1 2 3 4 5 6 7 8 9 10 WITHS 0 AIM 10 20 30 40 50 60 70 80 90 100
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REV MMDDYY REVISION ISSUE DESCRIPTION R HK C P REV MMUUYY REVISION HK ISSUE DESCRIPTION ORN C AP P P A REFERENCES APP ORE 05/12/14
9 8 7 5 4 2 CAD FILE: P:\CAD\Civ\26-C-DWG-0111.dwg
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1

TEMPS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
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1

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-- \ — —
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TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
NOTES:
-- _ 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
245 --- -\ \\ \ 1 1 , 11 I t \ \ \ /, - t, \\ " 2. SPOT ELEVATION EQUALS FINISHED SURFACE
1 \ ELEVATIONS.F - - - _ - - - - - - - ` - - - - - - - - - - - - - _ \\ 1 1 11 �, i 1 I it \ ; // /I^ �i 3. REFER TO DETAIL 5 ON DWG 26-C-DWG-0022 FOR f-F
" o' RIP-RAP OUTLET PROTECTION WHERE INDICATED.
DELINEATED WETLANDS BY OTHERS '
DATA PROW r If
�� �v A 1 1 � � � } , �� � 1 11 v - �` . ^ • =�" � � - . A v^ " , " ^ _ " . moty ~ . . " .� �- . _ _ - . _
4
I \1
?B \ \ \ \ \ \\ \\ 50 FT WETLANDS BUFFER \ \\ H\\ \ \ \ R , \
O
235
240
LNJ Lu
t)
Ltj
LIMITS OF CONSTRUCTION \ \ \ \\ \ \� \ \\ �\ \ RIPRAP - 24 ,- z
0242
c
ry
101 \
v v v
;_ • `\ \ \\ \\ \ I i I I i J i I \ \ STORMWATER POND \ \ \
\ _ \ \ 100-YR EMERGENCY ELEV = 246.46 n
25EIYR LE V =245.00 a \
245 \ ■ ' i
244 _ r \ ao - - -
N _ RIPRAP OUTLET v'
p - - -- - - _ ._ .__ - I - - - - - - - _ \ 0022 PROTECTION p
G -1
244 - -- - - 243 \
.�60' ' ( 1/ /r ! 245 - - _ \ \\ RIPRAP I o0 t HEADWALL ' d
w '33 / / / ! M 243 \ \ 6" d50 INV 239.50 z a ^� �
c, \ w v\ / , 1 / / / t' N 95484-4.68 - �`c�$' .`° N
\ ° \ \ E 2363472.43 a
3 / ! 250 249 \ 1 0022
s;gI ( 238
240 0 5 10 20 40
S/0.75 x i I i , \ \ x 248.40 w 1" 0 -0„ o
-
N 954844.68 -2 uH
r li • �.. L \ / r �d / .G
s MATCHLINE — SEE DWG 26-C—DWG-0206 FOR CONTINUATION WORK SAFELY o
_ CWMI*ff a
'THIS OR WING AND ALL THE WOMMION THERON RENNNS THE PROPERTY OF R9KA APPROVED FOR PERMIT
RESOURCES HNC. D(C PT WITH
I� ON . U I T BE ILUKA n
i ��THAT. �" wlar>FH '• rz ER>,sr � � O AMEC NORTH CAROLINA, INC. a
COPIM OR.COMMUNICATED TO ANY OTHER PURPOSE THAN THAT STATED ON THE RESOURCES NC LLC
N PARMUI R ENQUIRY, OROER•OR COHORALT WITH 09W N WAS ISSUED. ACCEPTANCEOF G. STILSON D. ELMORE G. WYNN } 4021 STIRRUP CREEK DRIVE
i THEENG s THE AeovE�HronaNs Arm CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. SUITE 100
U STAMP/SEAL - `��1 I Jt�t DURHAM, NC 27703 ��� g
���`Q CN ,CA O���i� CLIENT PROJECT NO. AREA AURELIAN SPRINGS MINE & CONCENTRATOR [phone] o A
ESS! •�i LICENSE: F-0480 Ul
M-AS-00003
= PROJECT No. ACTIVITY NO.
i BY MMDDYY SUBJECT CLIENT SAP N0.
D 06f05/14 SUED FOR PERMIT SMP MBE M DRE GAW 4098 -
� �>,F (cl 5� OSN MBE O1/13j14 CIVIL
ti 175276
C 05/02/14 DIED FOR PEi<Mff SMP DBE MBE DRE GAW i�� GIN DRN SMP Ol/13/14
B 03/24/14 ISSUED FOR APPROVAL SLIP MCR MBE DRE GAW ��i� g �G , SCALE PACKAGE CODE GRADING & DRAINAGE PLAN DRAWING NO. REV.
,- A o3J14/u ISSUED FOR INTERN4L RenEw SMP MBE GAW REF NUMBER TITLE �U11111�a��� CHK MCR 03/20/14 d
As NOTED 26—C—DWG-0203 D
j REV MM DYY REVISION ISSUE DESCRIPTION IDRNICHK APP ,APP , 77P'7P REV MMUDYYI REVISION ISSUE DESCRIPTION DRN CHK A P AP APP REFERENCES APP DRE 03/21/14
9 7 " �" `) CAD FILE: P:\CAD\Civ\26—C—DWG-0203.dwg
n:
v `/ 1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EPfIHS 0 MM 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0201 FOR CONTINUATION NOTES:
M I j 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
2.�0 ' 1. { ! •� �-\ �/ N v o ��� o / oa M iH 2 .- �� 2. SEE DWG 26-C-DWG-0042 FOR POND LINER DETAILS
I 0 N a _ N q0 ccq. a c:H \ I ! �+ 3. SPOT ELEVATION EQUALS FINISHED SURFACE c
F l !! '` lry \ </ ELEVATIONS. I
\ 4. REFER TO DETAIL 5 ON DWG 26-C-DWG-0022 FOR
!/ j� RIP-RAP OUTLET PROTECTION WHERE INDICATED.
1 IN, - DELINEATED WETLANDS BY OTHERS / ( ( `� / ! V � � \
/ 1
1 1 DATA PROVIDED BY ILUKA
-,230 \\_ \� I l ! LIMITS OF CONSTRUCTION ! ( \
LINED CLEAN WATER POND
/ (SEE NOTE 2)
/ ( I 100-YR EMERGENCY PONDING ELEV = 248.59
EARTH SAFETY BERM \ N /
( / o T NORMAL POOL ELEV = 245.00
ROCK SAFETY BERMS ' 0042
7
t - ' / t• BEGIN SAFETY BERM
l / . 1 / i N 955239.07 3:1 i I ( 3,1 - / 3:1 \
• a
HPI 00
\ i
238.20 x N N j I \ -
0032 NIPPLACEROUTED
z77
o 1 /� � - _ \ 1 { t I i \ \ ffi IA \ Z
\ HEADWALL fk
RIPRAP OUTLET INV 234.60 coat 233 O
D ti - - ' / ?w - \ \ PROTECTION N 955129.82- _ _ /- �I \ \ 1 �� E 2363815.08 \ 21.35 Q
< \
240
d t ' tt } t \ i � \ "' p
_ ( }
KEY NOTES: 1�
\ \
245 1. SEE DWG 26-C-DWG-0221 FOR STORMWATER
c\I PIPE PROFILES.
p 50 FT WETLANDS BUFFER \ S t* 1 _� \ \ o
Ike
LLlLj
ZOP
` � TOP OF BERM = 250. K)` 1 1
CONCRETE STAIRS
\ ^ �,. - - - - - - -' �`' ` ' ' - " • �'\ \. \\ I I \ c Q032 � cra mm P,v Z
CTj '40 \\ �� �`\ \ �� - \ 250 v \ _
Q _ -- - - - v• A / / 1 \ \ RETAINING WALL 2 .7 f� 241,00
<� S` \ - _ \ t 1 \ (SEE DWG 26-S-DWG-0157)
TOAOF9F �{ - ��\ \\ / I \ (�U J 245 M li
1 HEADWALL £'` t \_ \ 4TA0 > .0 x
INV 235.OA p
-. ice N 955088.37
0'-
240 E 2363834.64
Ll
9 9
1 y ?4S / 1 __\ � \ � � \ ` \ ^ \� \\ \ \\\ 240.) P J FIFE 241 0 4 0
f C I FIRE HOUSE 1
FFE = 241.50
xCIL
1 ! � �- � / / � - - - - �\ \ \ \ \\ \ \ � - \ ����-✓ `mot� ,a�-`''\� `� ��,,'� �`t 1 C �� .�
5
i _ _ \ \ \ / / c RIPRAP OU11ET BEGIN SAFETY BERM`
- - -_ - - r / FIFE DUMP249.0 \ \\ \ \ \ - V. / \ oozz - PROTECTION- N.955041.16
STORMWATER POND i \ \ \ \ - \ \ z
100-YR EMERGENCY ELEV = 246.46 / -- - - - - /! i \ 240 4003E 8
1 WEIR ELEV = 245.00 w \ \ \ t \ .-
25-YR ELEV = 244.72 \\ \ \ 1 _ v'
C7 1 - - 15' WIDE 248.50 x x 248.
lL�0 \�� 237
t i ACCESS RAMP f/ \1 1 \\ \ .. '�- -� :: \ - / 2 M 237
_ 240- RIPRAP OUTLET PROTECTION- i / / F \ I \ \ \ 39 ^�_ _ _ /- - . _ __ - - - HEADWALL �o
( / 0022 / / \ i I 1 t / \ D
39 , 1 0041 INV 237.00 a
240 i N 955031.75 �ya�
N / 248.50 x x 2�.50 I t t i "S --- ---- _w E 2363989.36 r a
240 �_M / i r I 15' WIDE 1 l o z
ACCESS RAMP 1 t o EARTH SAFETY BERM tO
0 15% GRADE t 1 1 245 - N ao4� / 0 5 10' 20 40 N
/ 245 1"=20'-0` o
MATCHLINE SEE DWG 26-C-DWG-0207 FOR CONTINUATION o
WORK SAFELY
o
R22�u��C AND
ALL THE THOMaF]+nNR°o NS THE PWM IS THE UM - mmeart®ems
AND APPROVED FOR PERMIT
ca oDroH THAT, Exc�T)M MY OTI THAN T T ILUKA RESOURCES NC LLC AMEC NORTH CAROLINA, INC. a
t -.. COPS OR HAT, (CM V TO ANY atl R PMM, IHM THAT STATED ON THE
M1 PAROGIAM EHJQ WI OFDM OR CON XT WITH WHICH IT WAS MM. ACCEPTANCE C. STILSON D. ELMORE G. WYNN � 4021 STIRRUP CREEK DRIVE
OF THIS DRAWING SM S ACCEPTANCE OF THE ADOYE COtmNONS AND COPMW.^ 00
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. SUITE 100
STAMP/SEAL tttiUtE�A� DURHAM, NC 27703 ���
CA. O��i AURELIAN SPRINGS MINE & CONCENTRATOR 905 829-5400 n
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A 03/14/14 1s5um Fat tMrERwu REVIEW SMP M� caw REF` NUMBER TITLE ���ntt 1S3 CHK MCR 03/20/14
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TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 E70NTHS o aM 10 20 30 40 50 60 70 80 90 100
MATCHLINE — SEE DWG 26—C—DWG-0203 FOR CONTINUATION
/ //^ // / ( / �� i ( w' ��( ������ \ ttt��� �' _ _ _ o _ _ _ t. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
F { )�`j f j� �\ J ' f �( - - - - 2. SPOT ELEVATION EQUALS FINISHED SURFACE
! \\ / /i 1 ,/ // ! a L \/ i \ V S/r � ice/ L ? f� \ o ELEVATIONS.
/ / / / ! / V N \ \ r= 3. SANITARY ABSORPTION FIELD AREA TO REMAIN
`.t \ ! / / / I / 1 f �( �� \ // ( 7/� � � \ iU _ UNDISTURBED DURING CONSTRUCTION. SEE DWG
I , \ , , / (, � ( x 246.5 , - f
p I _ MEASURESG-o3o3 FOR TEMPORARY PROTECTION
�--- 4 . 2 .75 ��249��0-�- � 4. SEE DWG 26-C-DWG-0121 FOR ACCESS ROAD
.QO �J VERTICAL PROFILES WITH ELEVATIONS.
/ 5. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AWAY
25 .OQ FROM AND AROUND ALL STRUCTURES, CONCRETE
j�
\ �( i ' ' -245~ 6. REFER TOC DETAIL 5 ON DWG 26-C-DWG-0022 FOR
\ / j --I RIP RAP OUTLET PROTECTION WHERE INDICATED.
�Ql N"
\ \ \LIMITS OF CONSTRUCTION MAIN ENANCE STPRAGE C � 1 `r - _ - - - - / / ®=
\ \ { ! I { �( C �C �fl S Y� ��� = �� ��, �r ✓ { J 1 — a.
SHOP BUILDING i
FEE 250.50 FFE 250.50 i
\ V A \ \ \ V A EQUIP _NT
�����/ AGE_
,aao 5;�� /„��'\ �`J L �y � .. _`` f�'�� � — .._- - - -"'� � ''' / �, 50
/V a O.00{ G �I ,x 250.00
9:$0 49 80 i
\ Q ~�
�`-J��'`1� 249.$ = 49. x
250.0 250 0\ C.4
w r 0 250.00 / SECTION B
J31 (SE
E NOTE 4)
_
1 \ I / /� \ I \ _ —J� �✓ \ / —l ' 1� t t JPr -
V/ �4gx
\ �/ C/ L �1 1t lJ � � �� _ I 249
RDNALD LUKE XEL ER, SR:, FT \ 1 V v - r //- --
D.B. 2409X u a. 237 \ I !! \ It \ J��/ ( /� J � �lJ �� -- _
D.B. 'U. 4Q \ I /1 /I ` / < b- �C l/ - 2 0.00 249.50 x 249.9
cr-
252.30 x r \ x r - ., N Q
STRUCTURE A2
- ti \ - - - _ i \ / � D Cxi2a1 WEIR 24810 O D
�_ _ _ - _ \ � INV 243.10 (E) �O
- _ - _ ( i �% J J� ( \C INV 242.60 (S) 1\ I
V / (���Q 00('� j 1 N 242.50 6 �1 i CD
/ I i J� V �J1 �� IN 954694.66
\ / 255 50.50 ( ,� ( { PA
ftKING 34 SPACES �r E 2363516.44 I
C�M TOPSOlLI Q \��J G / 12,047 SF /i \C jj��f fl U KYNNOTES; 1D
BERM 1. SEE DWG 26-C-DWG-0221 FOR STORMWATER
PIPE PROFILES.
I
a -- J \ 11
11 ! LLj
\
251
250
!!! \ \ \ \ \ M 2sO 250 ._ 249
551,
\ ( \ II rJ RIPRAP OUTLET
PROTECTION ,
^�_...�=�E�_ —}sue- \ =-•E—a- � --.-. �,E�—__.�i�t' ____ rn_ / \/ \ � \� � � .- /
2.11.76 \ \ \\ \ \
I A 5 72'35'10" rJ \� VA \\ i\ - - - - - Np
SOIL - - SANITARY
BERM l \\ - _ ABSORPTION
FIFI
V)
r
B
s \�,. ` �`\\ � \\ /! SEE NOTE 3
V)
/ \
( 0 5' 10' 20' 40' ul
MATCHLINE — SEE DWG 26-C-DWG-0209 FOR CONTINUATION _ o
WORK SAFELY
eras CxDN W AND ALL THE WORMATCONN THERON RDOM THE PROPERTY OF auxA APPROVED FOR PERMIT
RESWRCES W. NO SHALL BE REWRNED ON DaM. rr tS WO ON THE
CONMON THAT, EXCEPT M9TH MRTTEN PERCaOON, ITFP M=NOT SE ROMM. AMEC NORTH CAROLINA, INC. a coart0 oR CxwMuwcATEn TO ANY OTHER PIS Tww nNT STAlEO ON THE
� ILUKA RESOURCES NC LLC,v PARRCULAR ENQUaO OtaTER DR OONIRiOF THE WrMSM rt DM NS AN 00PO .' C. STILSON D. ELMORE G. WYNN 4021 STIRRUP CREEK DRIVE � �
aF Tras CxuwaCc suss of THE AeoYE caranars xm txwrraatr SUITE 100
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
` A STAMP/SEAL DURHAM, NC 27703 �
t GAI<<ii�i CLIENT PROJECT N0. AREA AURELIAN SPRINGS MINE CONCENTRATOR
[phone]
R� if LICENSE: F-0480 to
M-AS-00003 <r
BY MMDDYY SUBJECT CLIENT SAP N0.
: PROJECT NO. ACTIVITY NO. CIVIL
D 06/05/14 ISSUED FOR PERMIT SMP MBE MBE ORE caw = AL = DSN MBE Ot 13 14
40981 175276 / /
C 05/02/14 DIED FOR PERMfF SMP MBE MBE ORE G4W
B 03/24/14 ISSUED FOR APPROVAL SMP MCR MBE ORE GAW �O'FvIN ¢`'�i�`~ SCALE PACKAGE CODE dRN SMP O1/13/14
cHK MCR D3/2o/14 GRADING & DRAINAGE PLAN DRAWING No. REV. a
A 03/14/14 ISSt1ER FOR IMERNAI RENEW SMP MBE CAW REF NUMBER TILE /i��Sq 8. EGG��� - - -
y REV MD W REVISION ISSUE DESCRIPTION D CHK APP APP REV DD REVISION , "ISSUE DESCRIPTION CHK AP P : P P REFERENCES l i j I I t1 AS NOTED APP ORE 03/21/14 26 C DWG 0206 D
0 9 8 7 5 4 3 CAD FILE: P:\CAD\Civ\26—C—DWG—O206.dwg

TEHtHs 0 INCHES 1 2 " 3 4 5 6 7 8 9 10 tacHnts 0 MM 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0204 FOR CONTINUATION NOTES:
/ 245 - ` / - - - - - - - - - - - / 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES,
EARTH
c / _ \ tg e \ 250 w /f 2. SPOT ELEVATIONS EQUAL FINISHED SURFACE C
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M o "� 250 F 6 SAFETY 3. SEE DWG 26-C-DWG-0121 FOR ACCESS ROAD I
/ 249 / i / // // a w 253 coat BERM VERTICAL PROFILES WITH ELEVATIONS.
4. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE AWAY
249.50 / -x 252,6 2 2.20 - _ ( FROM AND AROUND ALL STRUCTURES, CONCRETE
t1495 / / .� - - \ l i r \ � PADS, ETC.
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/ 1 I \ / / 5. REFER TO DETAIL 5 ON DWG 26-C-DWG-0022 FOR
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E 2364037.59
3 HIGH REDI-ROCK WALL, SEE
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GUARDRAIL, SEE DWG \ -S-" / --s-
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STOCKPILE AREA
N TROMMEL / . 1. SEE DWG 26-C-DWG-0221 FOR STORMWATER
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T/PEDESTAL 255.00 // / ( 2. STRUCTURAL STONE MAT WILL EXTEND TO
�' / / EXISTING GRADE. ALL TOPSOIL AND
254.40 x
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(� \ LL --�- - /- --------x PRIOR TO STONE PLACEMENT.
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TENTHS 0 RICHES 1 2 3 4 5 6 7 8 9 10 DGNiH$ 0 MM 10 20 30 40 50 60 70 80 90 100
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250 j I 250 - �� -i 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
/ 250 250 'f""-' w / I / f M 2. SPOT ELEVATIONS EQUAL FINISHED SURFACE
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/ o I o I o / / 3. REFER TO DETAIL 5 ON DWG 26-C-DWG-0022 FOR r
/ cV I ( U _f RIP-RAP OUTLET PROTECTION WHERE INDICATED.
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/ 5 / N 955057.171,11
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CN / ! t / I { 1 I I N 954931,54 /! ! f ti PIPE PROFILES.
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MATCHLINE - SEE DWG 26-C-DWG-0211 FOR CONTINUATION
a
WORK SAFELY
IM DRAWW AND ALL THE WORMWN�HEtmM ROWNS M PROPEW OF LM APPROVED FOR PERMIT cormurt®� �
RESOURCES W_ AND & L BE FnW n ON DOWD. If IS ISSUED ON nff O
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"f+ COPIED OR COMMUNICATED'R)ANYMPA PURPOSE CH TWAT.STAffD ON EP
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mmtS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGMNS 0 MM 10 20 30 40 50 60 70 80 90 100
MATCHLINE — SEE DWG 26—C—DWG-0206 FOR CONTINUATION NOTES:
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\ ! 2. SPOT ELEVATIONS EQUAL FINISHED SURFACE
\ ! a \ ti' rn SANITARY ABSORPTION \ ' ELEVATIONS.
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DWG
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LIMITS OF CONSTRUCTION
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TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
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9 1 8 1 7 6 1 5 1 4 1 3 1 2 CAD FILE: P:\CAD\Civ\26-C-DWG-0210.dwg

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 mm 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0208 FOR CONTINUATION NOTES:
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\� • ,RGq 9� \ I J !I 2• SPOTELEVATIONS,CATIONS EQUAL FINISHED SURFACE
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I

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 mm 10 20 30 40 50 60 70 80 90 100
255 LIMITS OF CONSTRUCTION
255
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100-YR EL DURING N NUNK FENCE OPERATION 247,81
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9 8 7 6 5 1 4 1 3 2 CAD FILE: P:\CAD\CIV\26-C-DWG-0231.DWG
1

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________ - __,-_ __ �_ �_,.__�____�_._._ N 955447.47
I - m I CONTROL JOINT (TYP) - SEE DETAIL E 2363535.34
- ' � -�__ ----- - -2 ON DWG 26-C-DWG-0031 _ _ �__ /// /
F t- N 955435.51 - - - � ^ N 59 5373.13 __ -- 1 RIPRAP / ti� F
E 2363798.56 _ E 2 rZ3816.85 ' _- - N 955557,80
E 236350 . 8
_
�\ C> b C' o lo C' G�
N \
/ N 955473.13
E 2363551.78Ll N 955545.08
\ �7 J
t V > . 1 \\ // E 2363530.68
N - - - - - - -,- - - 12.5' - - - -12.5'-= - -.- - - - 233�� 234
C> o . <b > 01 <b > 411 , 11C 1B �/ 23A _'`23S
\ 2 _
E -- . ___ _ _ _ THICKENED EDGE - SEE DETAIL-- I - _ - - - -
�� . _-- 2A ON DWG 26-C-DWG-0031 \ E
(TYP ALL SIDES) _ \
245 -
/ E 2363558.7✓ \ \\
__ _-__� �_ �: N 955482.tO� _ - - - �
-v \ ___CONCRETE EMERGENCY SPILLWAY __
E 63 .35
�- __
z \ \ 6
- 240 rn ca 23
Y ��_ \
N 955512,67_._ N 955527.07
234 \\ i
--- _ - - E 2363580.01.- 2363575.78
33
2 -
W CONTROL JOINT (TYP) - SEE DETAIL ---
2 ON DWG 26-C-DWG-0031 //232235
�I
D 23� SEDIMENT POND 0 I D
�j C ��
1*50
�. ^ ,., � .�> . � / PLANT NORTH
0 2 5
-- 10' 20 C J
230 r � - 1"=10'-0"
240 10' 10, 25' 10' 10' 3' \ ,N 955346 37
PLAN
E 2363725.62
N 955408.75 - - - - � - - - - - -
100-YR EMERGENCY
EL = 234.34
E 2363707.33
TOP OF WEIR
EL = 233.00
\ 236.00 10 15' 1 236.00
11
�, RIPKAP A u/ TOP Of WEIR
SEDIMENT POND EL = 248.00 NON-WOVEN
2 GEOTEXTILE FABRIC N
3
PLANT NORTH 100-YR EMERGENCY CRUSHED STONE PAVEMENT031
L 0 2' S 10' 20' THICKENED EDGE - SEE DETAIL 2A EL = 248.58
ON DWG 26-C-DW-0031 25 SEC li ON 4
NTS
1"=1 O'-On 250.00 10 250.00 AGGREGATE ROAD - SEE DETAIL
w PLAN 3 ON DWG 26-C-DWG-0031
N 11
C THICKENED EDGE - SEE DETAIL
r TOP OF WEIR EL = 248.00 2A ON DWG 26-C-DWG-0031 TOP OF WEIR EL = 233.00 27' 25'
SUBBASE COMPACTED TO
100-YR PONDING EL DURING THICKENED EDGE 98% STANDARD PROCTOR fi" AGGREGATE BASE COURSE 22'-4" TOP OF BERM BEYOND
NORMAL OPERATION = 247.81 SEE DETAIL 2A ON DWG 25 TOP OF BERM, 6" MESH REINFORCED � (NCDOT AGGREGATE)
100-YR PONDING EL DURING
BEYOND A I -
T l T 3 MATCH EXISTING
n 26-C-DWG-0031 250.00 CONCRETE, 4000 PSI 003 NORMAL OPERATION = 233.59 236.00
� NORMAL POOL EL DURING - --�- --- - 1
a. OPERATION = 245.00 (MAX) 1 SECTION A 3 `- GRADE SLOPE EXISTING GRADE
SEDIMENT POND 1
�? NTS BOTTOM = 230.00
1yA 4 `� 371 in
Li
B OO4 6" AGGREGATE BASE COURSE 7 6" d50 RIPRAP e Li
CLEAN WATER POND f (NCDOT AGGREGATE j
BOTTOM = 233.00 / ) r -.` 10 15 SEDIMENT NON-WOVEN 0 22
POND BOTTOM GEOTEXTILE FABRIC 3
LINED CLEAN WATER POND - 2 6" MESH REINFORCED CRUSHED STONE PAVEMENT 00 1
SEE DETAIL 2 ON DWG 0 1 CONCRETE, 4000 PSI 230.00
26-C-DWG-0042 FOR LINER !ir W
SECTION D SECTION SUBBASE COMPACTED TO
0 98% STANDARD PROCTOR NTS
NON WOVEN
SEC !l DN B CAGEOTEXTILE FABRIC a
co
`m NTS 12" d50 RIPRAP SEDIMENT POND EMERGENCY SPILLWAY N
oo2z 0201 NTS o
CLEAN WATER POND EMERGENCY SPILLWAY
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C 05/02/14 ISSUED FOR PERMIT SMP MBE MBE ORE GAW 7 0409 1 j
- B 03/24/14 ISSUED FOR APPROVAL SMP MGR MBE ORE GAW �?y!`• �4&/S Np '•�� SCALE PACKAGE CODE DRN SMP Ol/13/14
........cN w.� EMERGENCY SPILLWAY DETAILS DRAWING NO. REV.
A 03/14/14 ISSUED FOR INTERNAL REVIEW SMP MBE GAW REF NUMBER TITLE � �`� CHK MCR 03j20/14 p
REV MMDDYY REVISION ISSUE DESCRIPTION RN CHK A REV MMDDYY REVISION ISSUE DESCRIPTION N CHK P A APP APP REFERENCES �s�iE `i111�>> AS NOTED APP ORE 03/21j14 2&-C-DWG-0241 D .
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9 8 7 6 5 4

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MAT 10 20 30 40 50 60 70 80 90 100
F 11 \ 1 v 255.00 EL = 246.46 RGENCY F
/ EXISTING GRADE
X \ ( I TOP OF WEIR
3 EL = 245.00
�1 15
' 248.00
\
} I
1 1 I I I i /ry
NON-WOVEN 6" d50 RIPRAP
i 1 I I I GEOTEXfIE FABRIC 022
l I i 1 1 1 I I I
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NTS
1 1 1 \ I TOP OF WEIR
250.00 EL = 245.00
E 15'
/ / '
N N N \ cV N I N N N / 239
\ i
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244.00 t5% GRADE SLOPE -
/ I 1
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239 ' - -
6" d50 RIPRAP
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I 1 �
NTS -- — - -
240
D D
cq
a N
/ } 25-YR EMERGENCY
/ / } N 954808.73 -� N 954794.28 EXISTING GRADE EL = 241.94
1 68 E 2 631 9.6 -
� TOP OF WEIR
3 EL = 241.00 i� N 954821.57
25 t 243.00 4 954834.58 E 2 63286.71 NRIPRAP
-
N / \
w - - - _ 2A2 240 c
- - - NON-WOVEN 6" d50 RIPRAP 0022
- GEOTEXTILE FABRIC
g _
N N — asa °A
z
N
_ - SEC77ON C l N
- 246 \ NTS
- - - A TOP OF WEIRLt
-
/ l =
/ - N 954804.63 N 954790.21
243.00 EL 241.00
- - \ 20, /
E 2 3100.8
- - -236310 1 \ - 3 MATCH EXISTING /
. - - - 250 - - - - - - \ -tt 240.00 5% GRADE SLOPE h" 242 = - - - - - _
r . EXISTING GRADE tik _
/ \1 s; / / Z
N 954815.92 qi
- - - - - - - - - - - - - - - � � \ \ 6" d50 RIPRAP 0022 // k5 E 2363254. 245 N
NON-WOVEN TIE ! N 954804.05 °J
254 \ `� GEOTEX FABRIC ( // E 2363270.50 - B
o - - - - 246 - - - - a
SEC77ON D �/ // // � I PLANT NORTH
�yh Z NTS / / 0 2' 5' 10' 20'
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.1 1

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ll l \ v ( t / - rr/i r = � r'r�- ��� } li 1 I AVA\�// 1((((/JJtl NOTES:
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AURELIAN SPRINGS, CONCORD CONCENTRATOR AND MINING UNIT
F RELOCATION, DOCUMENT NO. 26—C—RPT-0001. F
2. ALL HYDROLOGY CALCULATIONS WERE PERFORMED USING THE SCS
UNIT HYDROGRAPH METHOD WITH A TYPE II STORM DISTRIBUTION
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CONCENTRATION USINGTED OF 5H MINUTES. METHOD WITH A MINIMUM TIME OF
iiitI �J [ (11 (VA \\
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r r t V 11 j iV A /
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_ "- � i l / J ( J / ! / i r -- V A / / J I A - __ � V A --. r ,�i� ♦ ) { 1l / 1 / \ \ � v ( I 1 ( .�
DRAINAGE BASIN 1 l l l l ?+� I I I t _ r _ / A _ zoo-
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1

TENTHS 0 RICHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
NOTES:
--. -- .,� � _ �vv� `' v / -,. ._ /
j/ / / I \ v V A / - - / / �- t \ 1 (i v - \ A \ \ i / / 1. REFER TO STORMWATER HYDROLOGY AND HYDRAULICS REPORT FOR
} 1 /ii ' Av I I 1 1 I 1 (Jl -
{ / / J v / i / ( I f / / / \ \ A i /t l/ } l l J ( / I I AURELIAN SPRINGS, CONCORD CONCENTRATOR AND MINING UNIT
i / // / / ✓ ( 1 / l l / t / / ) / / / i \ } / / A \ \ } 1 I l / J I i 111 I ( I / I \ \ 1 / / ( I 1 / A \ / /I ` RELOCATION, DOCUMENT NO. 26-C-RPT-0001.
\\\ \` 1 1 / / / /// /// i / / / / / // / / I \ I t �/ / / / \ \ /
// It ,,/ III1 �\ {\ \v � - - - - / I
/ J 1 }V A vv / _ / IV ( ( t( {i // f //1 /%% \\v // j/ / 2. ALL HYDROLOGY
NIT HYDROGRAPHAMETHOD WITH ARTYPERFORMED 1 STORMUSING THE DISTRIBUT1ONS
//// 1 j/- / ff/ ( 1 It // /f/Il 11 iv v vvv V 1f/ / // / A i 1 I I / / l / r AAv /
} } } l / / / / �, / //i FORA 24-HOUR STORM EVENT. TIME OF CONCENTRATIONS WERE
CALCULATED USING THE TR-55 METHOD WITH A MINIMUM TIME OF
V } I/ ( /' / 1 ( / /I 1 } } f 1 { v \ ! II////f ���` //// / CONCENTRATION OF 5 MINUTES.
/� 3. PRECIPITATION DATA WAS OBTAINED FROM NOAA ATLAS 14 FOR
/I / ROANOKE RAPIDS NORTH CAROLINA..
If
O \ \ i { y } } i } } t I / / /f / 11 1 II I l 4. LiDAR TOPOGRAPHY SHOWN AT 2-FOOT CONTOUR INTERVALS.
j - -- - - �
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L� <v
BASIN: PROCESS PONDS
11 } \ V } AiAA Av
DRAINAGE AREA: 8.60 ACRES ! ( } A i \ A VAv v �t ! /„ /// / / t t / // /ll// i / /t i/ t ti 1 I ( l t v / / / // // LEGEND
BASIN:
IN: POST
-O- �ST,^SEDIMENT
M-E"NT PON/D
BITUMINOUS PAVN GCN: 98 PROPERTY LINE
DRAINAGE AREA: 6.98 ACRESTC: 5.0 MINUTES 76 CONCRETE PAVING
E
TC: 18.6 MINUTES CRUSHED AGGREGATE
1IiII STUDY POINT 1 UNPAVED STORAGE AREA (BARE SUBGRADE)
W ODS WETLANDS BUFFER
I { ill '/
2a0'
_ �dSTJ: POST N RTH ! f I
\Ao\ i\ 1 V V A i \EMERGENcruWnY �► /DRAINAGE AREA: 11 .81
/ / / � - t f I I 1 \ i 11i }\ \ \ l \ v v
////// 1 { 1 } I } ii } \ A \ V\ v \ \ i, / / } \ vvAv \ STUDY POINT \ _ T �� ACRES / / / / vv t
I i\ � � I � - � _ DRAINAGE BASIN '-
_ t/ / J } ` \ i \ CN: 72 f / - / / t J i / / - / /
I ( V �i, � �"�'� \ DELINEATION TYP. / / f f ,�
1 I v / } Tc: 1.9 7 MIND _ES
1 ! ( 1 I { \ j / �\ t ! l TOTAL DRAINAGE AREA: 96.17 ACRES
A �� i, i / � „ �i.' III /�-- //// / // / �/ / � ' - - -
✓ WATER 1 r
I Zg ° "` POI �� ! / I I I SUB-DRAINAGE AREAS:
33 I - � - � --- / � 1 I J l' "� / l- ` - POST EAST - 28.18 ACRES
/ TIME OF CONCENTRATION J �.. /
TIME OF CONCENTRATION f \ 1 1 t ! / ( POST NORTH - 11.73 ACRES
FLOW PATH TYP. FLOW PATH, TYP. I i / 1 i \
\ \ } \ \ \\\ 1 J 1 I \ 1 PROCESS MPONDS - D8.83- ACRES
_ _� i 1 l - -
\ \ \ \ \ \ \\\ \ L I! _ ` POST SEDIMENT POND 6.98 ACRES
DRAANAGEPARERW129 , I !I,illif " � .,,f / : /,1 F ,� \ \ f �► \ \ \ \ 1 I } I } \ _ POST WEST - 12.99 ACRES
\ ( f / r - _i \ i \ \ \ \ \ \50 FT WETLAN=S BUFFER \ \ ACRES „i - _ �' / / I` / I 1 \ _ \ \ \ } 1i (/ / ` - \\ -_ - \ \
/ „� � \ i r, ,I� � \ \ � \ STORMWATER POND OFFSITE - 6.14 ACRES
D \ \ i \ \ \ 1 1 \ \ \\ 1 ' i 1 �,I'V Y r ( I l Y STORMWATER POND ONSTTE - 8.21 ACRES
\ 4 / / / // 1 A V \ \ VAi \ t v A V -A �` - i \ \ v CN: 72 } . ji �i � �illl'' J L/. / f/ 1 -V \ { \ - �
1 A t I _ I / / / ( 1 v V } I A - v v \ \ POST PLANT - 10.05 ACRES
STORMWATER POND \\ "� VAA V ` v /
1 i ROCK DAM - 3.06 ACRES
T ' 20. IN TES f / 1 �\
i \ EMERGENCY SPILLWAY ,l / �.- / / � \ } }
Pots pl. i _ ! ,: ~
f I / j i 1 f / IMPERVIOUS SURFACE AREAS:
,- - \ \ ,, ,. ,�/ \ / -- } \ \\ \. .Y 1 \ \ \\ � ♦ + I, I / i � / I I Ir - � � / PROPERTY LINE ,- / I 1 I \ / } /
/ \ i TOTAL IMPERVIOUS AREA - 18.35 ACRES
CULTIVATED FIELD i A i i V i 1 I 1 i {
/ i i I 1 i l \ \ \ POND LINER - 7.92 ACRES (43.2%)
- - v 1 I i 1 } �V 1 / / // ! ' BASIN: STORMWATER POND - ONSITE v v f + - Arm Rom+ v _ - 1 // / i1 \ ' I A \v v_ _ _ �i /I ( 1 ii I 1 t 1 i A v v GRAVEL - 3.75 (20.4%)
}v DRAINAGE AREA: 8.21 ACRES 1 I I v 7 /!� !J t 1 / t } _ v v v CONCRRIPRAPETE
- a64 (3.ACR
+ / ! G � � / / / / \ ,� \ I �. �'27p_ - - ? \\\ ,• / // t ! j �.- -_ -_. ,. -.. - -- \ \ \ 1 CONCRETE - Q.14 ACRES (0.76%)
l - -
\ \ / / / / \ ASPHALT - 5.08 ACRES 27.7%)
CN: 83 ,l ! 1 �{ {- �,v � v � t:� � �' - I I i I I � , ....�I� / / v �. v � _ __- , / / ,, _ - -. v t
J ( i� / �- --
TC: 7.1 MINUTES - _ � � -rJ CULTIVATED \ a�a s J \
BUILDINGS - 0.82 ACRES 4 47%)
FIELD \ TARS . J
1 \ _ ;i 1
DRAINAGE BASIN
DELINEATION, TYP.
BASIN: POT EAST
i
i!1 ' / I I
1 t DRAINAGE AREA: 28.18
..;mot I \ \ o \\ A ) v ACRES
1 v � CN: 64
\ \ \ \ V A v 1 1 ! I 1 /l / / A / I I !I 1 \ A \ / / �v TC: 24.7 MINUTES
v v \ \A \ V A v\ v/ 1 I I I I I i i t / 1 / 1 i I ! ♦ 1/ V/ I �' sNavx /. . \ 1 I i ( I A V \ v v \ i _ / / \
I I i / } I / / r 1„ / } i } / / V \� ���\ \V / C
vA \V AA VAV A \ / I III I IIII I / / / / %'" \ i v -� / - V v v v� - r/
\ \ BASIN: STORMWATER POND - OFFSITE / ! � 1 I
II ( i _ \ ( / / v
III I ( I t \ v / / v -- -� _ _ _ � _ _ / I / r --' -.-
-� } \ I I v DRAINAGE AREA: 6.14 ACRES / _ v / STUDY POINT / ( r _ _ I , ( / ,� r / l
1 1 i A V A / I I Ili
CN: 68 / / _ v / ♦ / / 1 ( J / A v v
�--
I TC: 22.0 MINUTES
AURELIAN SPRINGS ROAD
ENGINEERING -
/ J 1 ) v 1 } t / / sURvenNc or�cE
.. CHANGE ROOMS
AND RESTROOMS
/t -
�� -� v v .- - '' � vv \ i V A BASIN: ROCK DAM
/ f / / t - �\ // I I I I i //�\ i // // /t// // / _ / �/ / \ \ \ \\ \ I ( I BASIN: POST PLANT - / \ i \ \ DRAINAGE AREA: 3.22 ACRES
DRAINAGE
AREA: 10.05 ACRES CN: 75
CN: 85 TC: 15.6 MINUTES
- - - - -
v
TC: 7.1 MiNUTES
\ 240
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CONDRM TINT. E(WT WITH WRIM PERMR> IX IT MUST NOT K REPRDDIRS;D, � ILtJKA RESOURCES NC LLC AMEC NORTH CAROLINA, INC.
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,..c> COPED OR COUNMATEO TO ANY OTHER PURPOSE THAN TENT STATED ON THE
PARnWLM ENDURTY. ORDER. OR CONRNCf WITH MOM IT WAS ISSUED. ACCEPTANCE C. STILSON D. ELMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE
OF THIS DRAWING SIGWIES ACWTAN M OF THE AewE coNomoNS MD COPYRIM
CLIENT PROJECT MGR. OEPARTMENT MGR. PROJECT MGR.
SUITE 100
+a_ ^ STAMP/SEAL ���� CA �i�� DURHAM, NC 27703 a
��� �N•""' Q ��i CLIENT PROJECT NO. AREA [phone] A
M-AS-00003 AURELIAN SPRINGS MINE 8c CONCENTRATOR
•QlO y LICENSE: F-0480 Kos
<> = 0409 1 PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO.
v- D 06/05/14 ISSUED FOR PERMIT SMP MBE MBE ORE GAN CIVIL
PERMIT14 ISSUED MR �� 175276 DSN MBE 01/13/14
B d/24/14 ISSUED FOR APPROVAL SUP MMCCRR MBE 1� GGAAYWj S EG SCALE PACKAGE CODE DRN SMP 01/13/14 POST-DEVELOPED DRAINAGE DRAWING NO. REV. ¢
��/I+ 111 CHK MCR 03/20/14 0
A 03/14/14 �suED FOR INTERNSI REVIEW SMP MBE GAW REF NUMBER TITLE AS NOTED BASIN MAP 26-C-DWG-0252 D
REV MM D REVISION ISSUE DESCRIPTION CHK P P AP REV MM DYY REVISION ISSUE DESCRIPTION DRN HK A A P REFERENCES APP ORE 03/21/14
Q Q
J v 7 6 5 4 3 2 CAD FILE: P:\CAD\CIV\26-C-DWG-0252.DWG
c 1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHG O MM 10 20 30 40 50 60 70 80 90 100
\ END DOUBLE
_�ROW SILT FENCE G SEtB�GK ( .' T 1. GENERAL NOTES SEE DWG 26-C-DWG-0003.
N 955611.50 \ IN _ N 955702.77 \
F N 955623.32 (::3: / /��/E 23635 ? E 2363573.51002i SF \ ,. ! {\ E 2363737.83 \\ \,! 2. NO WETLANDS OR STATE WATERS ARE LOCATED
y - •• WITHIN THE LIMITS OF CONSTRUCTION FOR THE
!• \ DRAINAGE BASIN \\ \\ PROPOSED CONSTRUCTION ACTIVITIES.
DELINEATION (TYP.) \ \ 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL
N 95556 , \N 955649.81 \\ \\\ TBE HESES DRAWINGS AND THEINED IN ACCORDANCE
WITH
4 \ - _ TOP OF BERM: \ \ \
\ E 2363501.9 zIII 236.00 \ \ ALL MEASURES SHALL MEET THE MINIMUM
E� 2363670.95 \ \
\ \\• ,� 235\-}-- \ \\ \\ \ \\ REQUIREMENTS AS DESCRIBED BY THE STATE OF
DALE 8. 17UlANEY ET c<'> i \\ \\ -5, 29133 N 955547.81 \� T - \ \ \ i \ ' NORTH CAROLINA-
UX D.B3 2252, PG. 629 } ~PI 1 '63 E 2363� 531.93 230 \\ \ \\ \\ \ 4. ANY SEDIMENT ACCUMULATION IN THE PROPOSED
TRACT "C" y \ } \ \ \ \ \ \\ \ \ \ RETENTION PONDS AS A RESULT OF CONSTRUCTION
P.C. 6, St.. 141-A 6 - \\ } \ \ \ . ' SEDIMENT POND O \ \ \ \ \ ACTIVITIES IS TO BE REMOVED AT THE END OF
22 \ . \ LIMITS OF \
. - \ DRAINAGE AREA = 28.90 Ac \ \ \ \ \ CONSTRUCTION.
\ CONSTRUCTION \ ' SEDIMENT STORAGE REQ'D \ \ \ \
ZONE l RIPARIAN BUFFER (30 FT) \\ (67 CY/Ac) = 1,936 CY \ \ \ 5. CONTRACTOR SHALL REFER TO AND ADHERE TO THIS
SEDIMENT STORAGE PROVIDED \ \ \ \ PROJECTS SWPPP, WHICH THIS PLAN IS A PART OF,
ZONE # RIPARIAN BUFFER 20 FT } \ PREPARED BY KLEINFELDER AS REQUIRED BY THE
w ® EL 233.00 = 2,694 CY 1 \ \
l \ \ ( ) i \ \ \ NORTH CAROLINA DENR GENERAL PERMIT
CLEANOUT EL (34 CY/Ac}
0241 l = 231.50 \ NCG0200000.
25-YR HWL = 235.05 { \ \ 6. FOR EROSION AND SEDIMENT CONTROL DETAILS SEE
DWGS 26-C-DWG-0021 AND 26-C-DWG-0022.
50 i� WITLAND DUPTER ; �V A l } \\ \\ ( 7. SILT FENCE TO BE REMOVED AT END OF
E \ \ \ - ' } \ \ r } CONSTRUCTION UPON FINAL STABILIZATION OF SITE.
\ \ \ \ \ i . \ i \ \ i \ SB ! \, STABILIZE AREAS DISTURBED BY SILT FENCE
TEMPORARY SLOPE DRAIN 1 B \ REMOVAL.
1 \ \ \ \ \ } N 955456.71 TSD \
POND i _ } ; } \\� ,/ I (6) 18"0 HOPE �� \ 8. SEE GRADING & DRAINAGE PLANS FOR FINAL
226 I _ l E 2363544.83 } GRADES.
I 1 . ,1 N 955471.51 i, i o uT TEMPORARY 6
E 2363554,31 i} } \ i N \ DIVERSION DIKE B aoz2 TD 9. FLEXIBLE GROWTH MEDIUM (FGM) TO BE FLEXTERRA
MANUFACTURER'S STANDARDS &HP-FGM OR APPROVED EQUAL. APPLY
PER
DNS.
-�� V \ J• / ` I A ., v
{ SUGGESTED LOCATION OF q aw m
\ \ / 0 - - *� SHALL BE REMOVED UPON FINAL STABILIZATION OF
\ 10. STORM DRAIN AND CULVERT INLET PROTECTIONS
}TEMPORARY FILTER BAG �` \ �, { o } / sue-- - n.�_n
ZINC 5ETU1`CK �� \\ \\ \ \V \\ V A \ \ - `. "� ' '/ • �! - \ \, �^�a� \ / / - �= -� SITE.
/ a /
p 11. CONTRACTOR SHALL ADD CHECK DAMS ALONG ANY
NEW DRAINAGE DITCHES WHERE NEEDED TO REDUCE
\ \ \ r \\~\ \ \ \ \ \\ - - *' - - - - - T - -� •^` % _ 1 ` 9 \ / I o i j I \ 1 FLOW VELOCITY AND/OR EROSION POTENTIAL.
T
�SILT FENCE OUTLET } ( l
0022 M TS
�. Av v_ � � � � 1 I I { \fi�r } } A . _ ` ^ - `' � -\ - v- _ " A - _ • - " . / ` , 1 � I ! f I t I
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_. _ _.. � � � - - _' _ _ _ _ - _ \\ \} } 1 1 1 � / 1 1 \ \' �\^ " - - " �,/ ( . \ _ p " _ _ p ` � '�"' . , !1• _ I /'�� �W / ! � � .�' !- \ / KEY NOTES: tO
SF DOUBLE ROW SILT FENCE J ` ! r 1 , - \ \ / 1. CONTRACTOR TO PROVIDE DEWATERING OF
DEI_INEATPD fJE7lANDS BY OTHERS _= _ \ 0021 J t // / i i P \ f/ Z SEDIMENT BASINS DURING CONSTRUCTION
DATA PROVIDED BY ILUKA \ t \ ! / 1 � -\ \ F=- THROUGH A US FABRICS US 205NW FILTER
- \\ \ i \i j I i I I } } I 1 \ \ . \ ' T \ . =M1 �_� ' \ \ }' /� • 1 �! / /f,f/ e \\\\ i ( Q BAG, OR APPROVED EQUAL. FILTER BAG TO
BE PLACED ON A STABILIZED STONE PAD
SURROUNDED BY SiLT FENCE.
250- - - ( j / / 1 J J ( ! }I V V A V ' "v. ^� A'�\ - / • r SILT FENCE
"J-HOOK" TYP. Y
N `� a `N' `� Cp
- TP 3 v /• t i 1 I I v v I w
DOUBLE ROW SILT FENCE o021 SF \\ / / } J I \\ \ p
,n `-' N 955023.39 - ` \ �-,� ' \•` - - `/i/ • •/ ` 1 I ! 1 iI \ \\ \\ \ \ % c
,� • �'� _ i _ - i " 1� - i I /�� t � v v v v � cs
\ E 36 342.10 \
\\ 255 \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ _SUGGESTED LOCATION OF \ \ \\ U
\ \ \ \ \ \\ \ \ i \ \ E \ \ \ \ \ ao22 SILT FENCE OUTLET TEMPORARY FILTER BAG
LIMITS OF v . ��
\ \ \ \ \ \ \ \ \ 1 CONSTRUCTION - N 955035.59 /. h �' `\ cq
\ \ \ \ \\ \ \ \ \ \ \ \ G �► - _ \ TEMPORARY 2 TD
N 955121.79 \ \ DIVERSION DIKE A oozz f
SILT FENCE �� \u - _ _ / !\� � : \}. " 2363773.29 \ \\ \ \ ✓
V A \ \ V A V A V A V "J-HOOK , TYP,
\ \ \ \ \ \ \ \ \ \ \ \ \ \ ( / N 1155023,85 -\ { } } } i \ \\ \
\ \ \ \ \ \ \ \ \ \ \ N 954875.90 } \ - f - - 1 \ \ LU
"' A A V A V A /! 2363555.52 t ` \ { ' l vu \ V 41
Q \ \ SILT FENCE OUTLET
n \ BEGIN DOUBLE \ \ \ Qoz2 N 954879.57
1 \ \ \ \ \ \ \ \ N 954886.56
\ ROW SILT FENCE \ \ \ \ \ \ \ \ \ \ 23632 0.70 \ � ` _
a 3 N 954841.97 N 954856.00 \ \ \ \ \ \ \ E 236325 .2 ^ , 238 - ti - - 1 - \ \ \ \ L�
\ oort SF .E 2363057.6 \ 2 6 t 5�51 \\ \ \ \ \ \\ �► ` - - y �, - - - g SILT FENCE OUTLET
\ - \ \ \ \ \ w �► y 24p \ a
N 955057.51 \ \
\ \ U
\ � '� \ N 955041.82 \\ \\ \ z
--� ��`�•' �
30'x15' TEMPORARY SEDIMENT TRAP r p 2 - - N 954967.66'` -' 3$3$4fZ12 i N V)
i oo2t 4 DEEP, p4 \ 37 , - N 955023.69 I i { t,S
\ f \ \ \ DISTURBED AREA DRAINED: 0.5 ACRES \ °` e ty
363849 0 I } t �
7 N 954980.29 L
{ �= DRAINAGE BASIN 2
DELINEATION (TYP.) I { I ( i ( I\ \\ o24z ' - �* ' \ STORMWATER POND O J ' �_ - - - E 2363 .70 E 236384 .13 e I //
SB PHS 1 DRAINAGE AREA = 10.30 AC f / / \ N 954971.90
FINAL PHS DRAINAGE AREA = 14.35 AC 2363800.17
SEDIMENT STORAGE REQ'D 67 CY Ac = 961.5 CY i a \ CL
/ ! y SEDIMENT STORAGE PROVIDED ® EL 241 OO = 1 654 CY //// / - - \ \
260 1 1 +* f / / l l h i / i I �+ 1DA \ ( / } - I /,/ /�� � DRAINAGE BASIN \ g
\ \ 1 / - ,� \ CLEANOUT EL 34 CY Ac = 239.30 DELINEATION (TYP.) ( \ \ \ \ o.
/� / �� 1 1 / 1 } ( / ? v PHS 1 25-YR HWL = 241.71 i / / ` ( \ 240 ( \ (o
FINAL PHS 25-YR HWL = 241.94 / i i { I \ 0 10 20 40 80 'P
v "=40'-0" o
<� �\ �. ^ � _.f = _i � � Imo_ �. -- -_.-�. - - � _ 1_._.�� � •_� L _ 1._._� _ � _ ._..-,�= � _ --`' � �`' / ,= / / '' .� � l_ .,s. ...L�}_ '� {��s. _ _ ova � � �. � ,.f/
MATCHLINE - SEE DWG 26-C-DWG-O303 FOR CONTINUATION WORK SAFELY
%US MWxi MA M.I.THE D✓FT WATION THERM REKAM THE PROPERTY of auw APPROVED FOR PERMIT
U RFSOMM INC. AND SHALL BE REN M" ON DEIMM. IT IS ISSUED ON THE p
I COPIED ON THAT. UNOT WITH W Y OT PFF/AISSN)N, R MUST HOT BE REPROOUcm. � �UKA RESOURCES NC LLC AMEC NORTH CAROLINA, INC. a
s� COPIED OR HAT. EX CATEO TO THEY EN I' MIRPOSE IT MI IHAT TTBTPD ON 1HE
N PARTMM ENOUlW, ORDER, OR CbNI 10M WITH WHICH rr WAS ISSUED. A00MANCE C. STILSON D. ELMORE G. WYNN ) 4021 STIRRUP CREEK DRIVE aMel&
n - OF THIS DRAWING MM ACCEPTANCE OF THE AWYE C OM IONS AND CDPMMfr: SUITE 100
STAMP SEAL 1U nIt CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM, NC
/ `��11a•.....//�,f CLIENT PROJECT NO. AREA AURELIAN SPRINGS MINE & CONCENTRATOR [phone] 703 A
i> O� oti SSt �i� J M-AS-00003 LICENSE: F-0480
o
tr
�AL PROJECT NO. ACTIVITY NO.o BY MMDDYY SUBJECT CLIENT SAP N0.
= 40 81 CIVIL
tEl 175276 DSN MBE 01/13/14
a? C 06/05/14 ISSUED FOR PERMir SMP MBE MBE DRE G4W i i•'•�NGiNE'r-P:'�
= 8 05/02/14 ISSUED FOR PERMIT SMP MBE MBE DRE GAw .........., '� SCALE PACKAGE CODE DRN SMP 07/13/14 EROSION CONTROL PLAN DRAWING N0. REV,
�
G
A 03/24/14 ISSUED FOR APPROVAL SMP MCR MOE DRE GAW REF NUMBER TITLE rrrll 1E111� CHK MCR 03/20/14 d
`.' REV MM YY REVISION ISSUE DESCRIPTION DRN CHK P A P REV MM REVISION ISSUE DESCRIPTION RN CH APP APP P REFERENCES AS NOTED APP DRE 03/21/14 PHASE I (INITIAL) 26-C-DWG-0301 C
C� Q
8 7 4 3 CAD FIFE: P:\CAD\Civ\26-C-DWG-0301 .dwg
c_'
1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
I j J I I I \ \ J 1. GENERAL NOTES SEE DWG 26-C-DWG-0003.
SILT FENCE / / ` /
V A� N 955780.56 \ " SILT FENCE I I ! J ( l 1 I f ( i \ \ I ( J J /
\ F } E 2363946.0fi \ J-HOOK (TYP.) ° SILT FENCE OUTLET 9 N 955892.47 N 955854.50 \ ` ( I \ e e J l / / /
\ t 1 1 I I I -' / -' -� 2. NO WETLANDS OR STATE WATERS ARE LOCATED
\\ \ �� �� 1 0022 E 2364327.41 r \ \ 1 1 \ \ l / f WITHIN THE LIMITS OF CONSTRUCTION FOR THE F
F S. 1 \ \ ' - - 240 - - - e �`�fO E 2364396.92 \ I I 1 } 1 I I I 2y5 J J // r 'e e
1 \ ( / PROPOSED CONSTRUCTION ACTIVITIES.
\ N 955762.63 \Nllt�
a, } /
\ 45 x2O TEMPORARY SEDIMENT N 955838.74
\ \ 2 e 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL
\ \ E 23639455 J \ TRAP 0 3.5' DEEP E 2364343.1 ( 1 \ \ J J / j r_ 0021 � \ 1 / BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
\ DISTURBED AREA DRAINED: i I \ J / i /v \ O.BAC / / / I I A V A \ \ A 1 1 f\ DRAINAGE AREA / 24L50 / ' 1 \\ \ \ - \ J l j / THESE DRAWINGS AND THE SWPPP. ADDITIONALLY,
/ END SINGLE ROW3 \ i \ \ \ \ ( f j / / REQUIREMENTS AS DESCRIBED BY THE STATE OF
1 / / t / / ALL MEASURES SHALL ME THE MINIMUM
DELINEATION (TYP.) / ! SILT FENCE 0021 SF \ \ \, \ \ \ \\ \ \ \\ \ / i l I e e l / / ! / NORTH CAROLINA.
N 955798.87
-TEMPORARY STD
! i \ \ \ `.` ,. a
\ \ \ j E 2364413.25 - -\ \ \ i \ / / / / I ! J J / / / 4. ANY SEDIMENT ACCUMULATION IN THE PROPOSED
\ \ DIVERSION DiKE BE00622D / e - - \ \ / / i f J ( RETENTION PONDS AS A RESULT OF CONSTRUCTION
/ ACTIVITIES IS TO BE REMOVED AT THE END OF
@�.. o�O°b f! �- J r r - - j \ \ \\ \ \\ \, i 1 / / / / // j iJ j jj / !i CONSTRUCTION.
" Alt \ V
239.50 - *� „ �� 10
.� / /` / �'r / \ \ \ \ � I I / / / // / I I j f / 5. CONTRACTOR SHALL REFER TO AND ADHERE TO THIS
PROJECT'S SWPPP, WHICH THIS PLAN IS A PART OF,
NORTH RED 13 NA�DE RLDGENERAL, ASREQUIRED BY THE
240.50 i /` / r // // I I i /� I i I // //
/1 / /` /rf / e el I // t/ // r/ // /` !` 1 /` NCGO200000.
\ � \ LiMITS OF CONSTRUCTION
T / J i / i t i 6. FOR EROSION AND SEDIMENT CONTROL DETAILS SEE
M T$ - / / / �, - ` __ - - - e / i / / ( / / / / / t / ! / / DWGS 26-C-DWG-0021 AND 26-C-DWG-0022.
9� 7. SILT FENCE TO BE REMOVED AT END OF
E i i �/ 1 t I r ` / TP r r e / f CONSTRUCTION UPON FINAL STABILIZATION OF SITE.
�' r r / / i f STABILIZE AREAS DISTURBED BY SILT FENCE E
\ I ) s _ � - /` // REMOVAL.
` \ wee - - - - - - e,//! 1 / f r /r / / j/ j / 1/ /, // �/ // // // f f I I I 8. SEE GRADING & DRAINAGE PLANS FOR FINAL
S.
DRAINAGE AREA9.
DELINEATION (TYP.) / // /j /` /` J /r /r r e e r// // // t/ /` HFLEXIBLE
FGM OR APPROVED EQUALMAPPLYB PEFLEXTERRA
MANUFACTURER'S STANDARDS & SPECIFICATIONS.
\ /`0 ��•_ TEMPORARY
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TENTHS 0 INCNEs 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
NOTES:
MATCHLINE - SEE DWG 26-C-DWG-0301 FOR CONTINUATION _
77-7� 1. GENERAL NOTES SEE DWG 26-C-DWG-0003.
\ / / 1 243.50 \ - - / \ l t ( \ I 2. NO WETLANDS OR STATE WATERS ARE LOCATED
F 11 1 1 t V // / �i�� v� 1 245.00�- v v i vv vv v v / - / /// /' / r T 1/ j / ll (I I } 1 // WITHIN THE LIMITS OF CONSTRUCTION FOR THE
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\ \ I ( J ( I I I `248.50 AV // TEMPORARY 6 T� \\ \ _ - ' /i -� J { l J 1 1 J 1 v 11 ~ -
_ / / } 1 I r /
DIVERSION DIKE 8 W22 `� - . -- / � ! .r r r' �- ,,• , \ ( ( 1 J I ( 1 � ~ � f , 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
( I ( ( / J / / THESE DRAWINGS AND THE SWPPP. ADDITIONALLY,/ 1 J {
ALL MEASURES SHALL MEET THE MINIMUM
REQUIREMENTS AS DESCRIBED BY THE STATE OF
NORTH CAROLINA.
\ \ l \ \ / / / / , / /\ 4. ANY SEDIMENT ACCUMULATION IN THE PROPOSED
/ / �' � --- `" 1 ! / I / .. 1 -� �- RETENTION PONDS AS A RESULT OF CONSTRUCTION
( 1 / // / I J A - - /
ACTIVITIES IS TO BE REMOVED AT THE END OF
CONSTRUCTION,
/ , ' DRAINAGE AREA ( ( // I ( \ \ i / 1 5. CONTRACTOR SHALL REFER TO AND ADHERE TO THIS
C M TS \ \ ✓ / f / , ( DELINEATION (TYP.) I f/ / ( I 1 ) \ / ' PROJECT'S SWPPP, WHICH THIS PLAN IS A PART OF,
\ l\\ ( 84)
� 1 I l \ ) \ i PREPARED BY KLEINFELDER, AS REQUIRED BY THE
I / / J NORTH CAROLINA DENR GENERAL PERMIT
f / / NCG0200000.
i I \ \ // / / \ 1 ( 1 \ \ \ / 6. FOR EROSION AND SEDIMENT CONTROL DETAILS SEE
\ I ! BEGIN SILT FENCE \ ~ t \ \ / / / \ I f / d i I 1 1 \ \ \ \ / M TS / ) DWGS 26-C-DWG-0021 AND 26-C-DWG-0022.
N 954520.41 v t V A -
t! \� E '2363069.81 \ \ \ \ t t /^ - - - \ \\ l - f / // / /- - ~�\ ` \ \ /j tII \\\ \\ \\\ \\ / 7. SILT FENCE TO BE
CONSTRUCTION UPON REMOVEDSAT END OF OF SITE.
STABILIZE AREAS DISTURBED BY SILT FENCE E
REMOVAL.
8. SEE GRADING & DRAINAGE PLANS FOR FINAL
1 GRADES.
RONALD LUKE XEE f ER, SR., ET tt i\ \\ \ \ ~ -) I\ \\ - / / // / \ //i' \ )1 1\ \\ \\ \ \ \\ \ \\ // / ' 9. FLEXIBLE GROWTH MEDIUM FGM TO BE FLEXTERRA
L ! ~ \ \ _ / // / \ \ \ \ \ \ \ / HP-FGM OR APPROVED EQUAL. APPLY PER
D.B. 2409,P G. 237 \ \ \ \ / r _ / 11 / ^\ \ \ \ ~ J/ \\ \ ~ \ / //
D.B. 325�'G. 40 1 \ \ \ \ / - - - -_ / // - I / \ \ \ \\ \ \ ~ ,Sf \\ \ \ - - - / // ' MANUFACTURER'S STANDARDS & SPECIFICATIONS.
10. STORM DRAIN AND CULVERT INLET PROTECTIONS
I \ \ I N 954545.85- - - / N 954571.74 ! \ \ \ \ \ \
- - - - - - - -a.- --- - - - - . - - __� - -- - / - - - I / A A \ V / /
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\ / E 23'63440.21 / / E 2363528.49 ! \ \ \ \ \ \\ \ \\ \ \ 1 // / /' // 1 SITE.
t \ \ \ \ ~ ~ 245 11. CONTRACTOR SHALL ADD CHECK DAMS ALONG ANY
N 954513.50 \ \ \ \ \ / // NEW DRAINAGE DITCHES WHERE NEEDED TO REDUCE
N 954451.30 1 \ S 72'35'10' W, ~ \ / ! / t/ ` \\ \\ \ \ \ \ \ \\ \ \\ \ \ ~\ / f r / ' FLOW VELOCITY AND/OR EROSION POTENTIAL.
1 \ € 2363322.67 \ ,
E 2363121.00
AREA TO REMAIN / �/, --
TREE PROTECTION FENCE \\UNDISTURBED. INSTALL �i ) A\ \\ \\ \V A\ \\ \V A A� � ~ ~ v~ - - -._
\\ / AROUND SANITARY FIELD - ~ \ \ - 250 " - _/ D
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APPROVED FOR PERMIT oo.�xr
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TERM 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIG fm 0 MM 10 20 30 40 50 60 70 80 90 100
NOTES:
MATCHUNE SEE DWG 26-C-DWG-0302 FOR CONTINUATION
T T �. .� T r .r� T �� -7 — T 1 e ��" 1. GENERAL NOTES SEE DWG 26-C-DWG-0003.
/ I 1 ( 1 f // // 10,
AREA TO REMAIN // / V// // / // \ I 2. NO WETLANDS OR STATE WATERS ARE LOCATED
F / j 1 / ( , ( , I / 1 ! _ 265 - - - UNDISTURBED. INSTALL 6h t I WITHIN THE LIMITS OF CONSTRUCTION FOR THE
r ! t 1 / j ( } I ( 1/ ( / ( ( ( I / / / / // TREE PROTECTION FENCE - / ,ti / / \i 4 I PROPOSED CONSTRUCTION ACTIVITIES.
AROUND SANITARY FIELD
PERIMETER. SEE DETAIL 7 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL
ON DWG 26-C-DWG-0022 ' // rr A\ / / \ } BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
i / THESE DRAWINGS AND THE SWPPP. ADDITIONALLY,
DO NOT DISTURB
J / f I v/ / / 1 \ ALL MEASURES SHALL MEET THE MINIMUM
/ EXISTING FARM ROAD .. .. ! .. �95
� .. .. ---III / / \ \ REQUIREMENTS AS DESCRIBED BY THE STATE OF
M TS 1 t j N 955126.51 f - / ! -- \ NORTH CAROLINA.
' '2364662.50� / / E 2364779.57
r
I 4. ANY SEDIMENT ACCUMULATION IN THE PROPOSED
RETENTION
TIES ISO 0 BE EMOVED ATDS AS A RESULT THE END CONSTRUCTION
OF
,� I / / j J / I ( ! ! ( 1 / ( r'' � / r r ,. _- . -' ✓ 1 ,� � } I CONSTRUCTION.
r,-'' ,- - _--
DRAINAGE AREA / / / / ( { I 5. CONTRACTOR SHALL REFER TO AND ADHERE TO THIS
M TS J/ /( {f , 1 - / / /J ! f ( _ �� _ J J l // / 1 i 7 DELINEATION (TYP) ./ // - - -\V / // I I �� PREPARED Bw KLEINFELDERAS REQUIRED BYNTHE F,
( - - _- A\- NORTH CAROLINA DENR GENERAL PERMIT
�, 1 i / / / - — - - - - -- _ \ - -�.- _. - __ - - 1 1 NCG0200000,
PL / PLC/ / r rr 105�r 89 �\ / / - - - ` - - - - - `
�L �r E� f�E PL P� PL P� , / pL / 6. FOR EROSION AND SEDIMENT CONTROL DETAILS SEE
74'44`79" W /PL PL PL p< _� DINGS 26-C-DWG-0021 AND 26-C-DWG-0022.
t , 1/ / �---��
N.C. � D vORDINgTE; 1 I / / / � V 1
/ / '� -~'''r I � 7. SILT FENCE TO BE REMOVED AT END OF
1 ( l35 93 .54 I 1 1 r _v / / r / v v / 1 \
i f / ( ( ( N � / / 1 f , \ t I / / / f � / .---�-'"� I , CONSTRUCTION UPON FINAL STABILIZATION OF SITE.
E l l l 1 / / , IE 13030 .45 / /� I 1 / T f ` i v STABILIZE AREAS DISTURBED BY SILT FENCE
/ J I CO BINED1 FACTOR 9 0000545 REMOVAL.
I
8. SEE GRADING & DRAINAGE PLANS FOR FINAL
' -- - ( l / 1 / l I 1 l 1 f f } / 1/ f ✓ /// // - /// ( GRADES,
9. FLEXIBLE GROWTH MEDIUM (FGM) TO BE FLEXTERRA
HP-FGM OR APPROVED EQUAL r --- - - tl /1 /t /1 +!/ /// Il j ( Jl t j / �0 - - 'rr '\ \\T MANUFACTURER'S STANDARDS &APPLY
SPECIFICATIONS.
- 10. STORM DRAIN AND CULVERT INLET PROTECTIONS
SHALL BE REMOVED UPON FINAL STABILIZATION OF
. SITE.
L, 250. E _ _ 1 f ( . / V 11. CONTRACTOR SHALL ADD CHECK DAMS ALONG ANY
/lf! ` \\ NEW DRAINAGE DITCHES WHERE NEEDED TO REDUCE
LIMITS OF CONSTRUCTION , M FLOW VELOCITY AND/OR EROSION POTENTIAL.
O r
- - -
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COPIED OR COMMUNICATED TO ANY OTHER PIR". rr W THAT SEATED ON it1E
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C OF THIS DRAING Slate A�rwxE OF THE MINE COMMONS AND COPY14W. CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
SUITE 100 ca
STAMP/SEAL DURHAM, NC 27703 a
7 ``111 H I i t A IAA 905 829-5400
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REVISION ISSUE DESCRIPTION CH P REV D RNHK REVISION ISSUE DESCRIPTION D C APP A P APP DIRE 03 REFERENCES /AAfjj111� AS NOTED /21/14 DYY PHASE i (INITIAL) 26—C—DWG-0304 C
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TENws 0 INCHES 1 2 3 4 5 6 7 8 9 10 EN'HTHS 0 MIA 10 20 30 40 50 60 70 80 90 100
\ END DOUBLE - e 1 pCK t '"` SF -' L�QIE
N 955611.50 \ ROW SILT FENCE n ING SETS 4- g V \ 1. GENERAL NOTES SEE DWG 26-C-DWG-0003.
N 955623.32 3 / r N 955702.77
E 2363533.22 /` E 2363573.51 oort SF \ 2. NO WETLANDS OR STATE WATERS ARE LOCATED
� 2 7:8
\ WITHIN THE LIMITS OF CONSTRUCTION FOR THE
F � .. -tea .. '
4 \ N 955649.81 T PROPOSED CONSTRUCTION ACTIVITIES.
\ - - `-- - --- - \ '- PS -- E 23 3670.9 � PS ''q 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL
- N 955561.60 \ - j BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
�y \ THESE DRAWINGS AND THE SWPPP. ADDITIONALLY,
E 2363501.9 ALL MEASURES SHALL MEET THE MINIMUM
\ v v rr _._�-
`- -� \-- ----- REQUIREMENTS AS DESCRIBED BY THE STATE OF
©ALE B. DULANEY, ET } v v v v <? :2g�33' F \ N 955547.81 NORTH CAROLINA.
UX D.6. 2252, PG. 629 \ \ ?a N41.63 \ .93 '
\ \ \ _ 4. ANY SEDIMENT ACCUMULATION IN THE PROPOSED
TRACT G" \ } t \ \ \\ 1 \ RETENTION PONDS AS A RESULT OF CONSTRUCTION
P.C. 6, SL. 141-A \ } \ \ ACTIVATES IS TO 8E REMOVED AT THE END OF
226 \\ \ J \ LIMITS OF 2 PS # CONSTRUCTION.
\ CONSTRUCTION \ \
ZONE ! RIPARIAN BUFFER (JO FT) \ oz4t \ 5. CONTRACTOR SHALL REFER TO AND ADHERE TO THIS
PROJECT'S SWPPP, WHICH THIS PLAN IS A PART OF,
SEDIMENT POND
DRAINAGE AREA = 6.98 Ac PREPARED BY KLEINFELDER, AS REQUIRED BY THE
\ \ \ ZONE !! RIPARIAN BUFFER (20 FT) } NORTH CAROLINA DENR GENERAL PERMIT
1 1 f \ } SEDIMENT STORAGE REQ'D NCG0200000.
V V I \ > \ \ TP (67 CY/Ac) = 467.7 CY 4
\ \ 1 \ \ N 955471.51 SEDIMENT STORAGE PROVIDED M 6. FOR EROSION AND SEDIMENT CONTROL DETAILS SEE
\ 1 { I -~ ✓ I J \ \ EL 233.00 = 2,167 CY N
DWGS 26-C-DWG-0021 AND 26-C-DWG-0022.
CLEANOUT EL (34 CY/Ac)
50 FT WETLAND BUFFET? = 230.50 7. SILT FENCE TO BE REMOVED AT END OF
E \ \ \ \ \ \ 34- P r \ } \ \ \ \ / CONSTRUCTION UPON FINAL STABILIZATION OF SiTE.
1 \ \ \ \ \ �` I Ir \ } \ \ r STABILIZE AREAS DISTURBED BY SILT FENCE E
- } N 955456.71 � '
E 2363544.83 \ \ SB / 3:1 3:1 REMOVAL.
i \ \ 1 / i
\ \
\ \ \ \ \\ \ \ } \\ \ \ POND ) r 8. SEE GRADING & DRAINAGE PLANS FOR FINAL
226 t ( } } } \ 1 GRADES.
FGM 9. FLEXIBLE GROWTH MEDIUM (FGM) TO BE FLEXTERRA
\ HP-FGM OR APPROVED EQUAL. APPLY PER
MANUFACTURER'S STANDARDS & SPECIFICATIONS.
0241 ' 10. STORM DRAIN AND CULVERT INLET PROTECTIONS
\ \ \ SHALL BE REMOVED UPON FINAL STABILIZATION OF
ACK SITE.
'4 ,\ f ti \ \` - - - \ \\ \ \ \ \ \ - / / ^ } ( • ' t Y .�. I�' 11. CONTRACTOR SHALL ADD CHECK DAMS ALONG ANY
NEW DRAINAGE DITCHES WHERE NEEDED TO REDUCE
FLOW VELOCITY AND/OR EROSION POTENTIAL.
PS
245
FGM - z
- _ - \\ \\ }} } l V V I I \• / \ . _ - -! 3 SF DOUBLE ROW SILT FENCE
DELINEAPED WETLANDS BY OTHFRS
DATA PROVIDED BY 1CUKA
Ix
TP
O
-REFER TO GRADING & DRAINAGE 3a
PLANS FOR DETAILING OF ACCESS
ROAD AND BERM STABILIZATION \ I I I TV
Z
MEASURES (TYP) } I I V
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° �. - 1 1 1 V V V } } V 1 V } } A �� oort f y' N
N 955023.39
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LIMITS OF V \ � i � l \\ '^ �^, ^ j� � „ ( - " \
\ V V A \ \ --- N 955035.59 �^ X. 1 OP 1 \ �7
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2363494.64 ~ N 955121.79
\ - a - `� tp
\ \ \ \ \\ \ \ \ \ \ \ \ 1 E 236,77
\ \\ STORMWATER POND N 955023.85
\W0212 EMERGENCY SPILLWAY \\ \C \ \ M- 235 23-63555.52 \ J „ \ V •. } } ~�, I
-- -
BEGIN DOUBLE \\ \ \ \\ \ \\\\\ \ \ \\ \ �* N 954875.90 ,� ^ :>\.
ROW SILT FENCE \ \ \ \ \ \ N 954886.56 245 PS \ i. C0
\ 3 N 954841.97 \ N 954856.00 \ \\\\ \ \\ \\ \ �E.\R6 218.94 E 2363 5.28- - - - - _ _ \ C1P CULVERT INLET PROTECTION - p
\ f SF \ t \ 1 \ oozz
2363057.E \ E 236 ` �51 \\\ \ \ \ \ N 954879.57, _ - }
\ E233210. FGM \\ , f \ N
- - ,� Q v v A�Y� N 955057.b1 ALu
�\�€ � 3'17 Z
N 955441.82 \
1
12 \ 1 ca Z N
\ / \ \ \ \ - _ FGM - 1 / - "� A5 N 954967.66^ N 955023.69 u o Li
\ i 1 \ \ PS FGM \ \ / . SQ r ! E �63742.37- 6384' \ : w
\ \ STORMWATER POND , \ 9 02 I d \ J p
\\ \ \\\ \\ \\ \ PS DRAINAGE AREA = 14.35 Ac s \\ \ N 954980.29 01.69� l .q Q
}
`�, \ \ \ \ I V \ \ \ SEDIMENT STORAGE REQ'D (67 CY/Ac) = 961.5 CY - E 236382 .70 E 2363 4 .13 c a
\ \ \ \ ? ( \ SEDIMENT STORAGE PROVIDED 0 EL 245.00 = 7,565 CY _ - - \ \ \ N 954971.90
\ \ im- \,CLEANOUT EL (34 CY/AC) = 237.50 _ \ 2363800.17 // \ ?_40 cn cam
OUTLET GP v \ \ g�� 37
\ \ / 26p 1 / / J 2 \ 6" d50
237 I ( ( 2 80'
\ V \ '- - OUTLET PROTECTION �a �
� � 14` 20' 40'
1"=40'-O' 64
oozz
MATCHLINE - SEE DWG 26-C-DWG-0313 FOR CONTINUATION WORK SAFELY
m
0
DMWtG AND&L THE WOfaTM MICH REM4NS 7W FROPERfY OF UM APPROVED FOR PERMIT
`.. RES01lR�S INC.AND SHALL BE RENRNED ON DEM4/D, It IS WO ON t}IE
CONS WT. °f�xtnt"� °N' rt �r NUT DE RE Rown, AMEC NORTH CAROLINA INC. a
COM °R C0A1 m, ofo 70 R °Ttv THAN THAT STA1E° ON � � ILUKA RESOURCES NC LLC vvrnaluR ENDU�21', ORDER. OR coNm�rLT WITH wrap R ws ISSUED, AccEvrtracE C. STILSON D. ELMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE OF tt� DRA W sICWM ACCEROM OF NE AME CONOR10tS AIM 0DPM%ff.' SUITE STIRRUP
SEAL CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
00
A STAMP/ tttlultlj DURHAM, NG 27703 �
N GAq ���i CLIENT PROJECT N0. AREA ICENSE�9 F-0480 a
O �� AURELIAN SPRINGS MINE & CONCENTRATOR c"I
ESSi ''•�i M-AS-00003
SEAL PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO.
- b
DSN MBE Ot/13/14 CIVIL
C 06/05/14 ISSUED FOR PERMrr SMP MBE MBE DRE Gaw :2�', Fyl�tS��4 '�\ 17527E
�' C .,,G NE .• ti4:� DRN SMP 01/13/14 0
B 05/02/14 ISSUED FOR PERMIT SMP MBE MBE DRE 0Aw ' g' � SCALE PACKAGE CODE CHK MCR o3/20/14 EROSION CONTROL PLAN DRAWING NO. REV,
A 03/24/i4 ISSUED FOR APPROVAL SMP Mat MBE BE Gaw REF NUMBER TITLE Atli Itit� AS NOTED PHASE 11 (FINAL) 26-C-DWG-0311 C
REV "RMD, REVISION ISSUE DESCRIPTION RN CHK REV MMDDYY I REVISION ISSUE DESCRIPTION I DRN CHK AP AP APP W REFERENCES APP ORE 03/21/14
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TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MIA 10 20 30 40 50 60 70 80 90 100
NOTES:
MATCHLINE - SEE DWG 26—C—DWG-0311 FOR CONTINUATION
1. GENERAL NOTES SEE DWG 26-C-DWG-0003.
250
2.
\\ (n / // // / / G7 �h 7 \\ _ r y FGM r - FG PS NO WETLANDS OR STATE WATERS ARE LOCATED
F / � � PS . WITHIN THE LIMITS OF CONSTRUCTION FOR THE F
\ \ // / /
240 PROPOSED CONSTRUCTION ACTIVITIES.
3. EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
A I 1 Q _ F p .. �' J PS THESE DRAWINGS AND THE SWPPP, ADDITIONALLY
\ i A I i C7 MAINTENANCE STOXGE r s o.. �. . / 2S2 I l " �' " 1 I'\
p$ ' J
- cr, r . All MEASURES SHALL MEET THE MINIMUM t 17f SHOP �TLDI i .a,. y / l f .:/ "_
�� REQUIREMENTS AS DESCRIBED BY THE STATE OF
NORTH CAROLINA.
4. ANY SEDIMENT ACCUMULATION IN THE PROPOSED
CONCENTRATOR r' RETENTION PONDS AS A RESULT OF CONSTRUCTION
/ ENGINEE NG 1 ( CHANGE( E ' �"(" - �� - - _ _BUILDING - yy ACTIVITIES IS TO BE REMOVED AT THE END OF
\ \ v �} 8 R / MCC
SURVF�ING ( I \ ✓ CONSTRUCTION.
1 g TEMPORARY O C7
OFFICY REOQ
i aD22 CHECK DAM 5. CONTRACTOR SHALL REFER TO AND ADHERE TO THIS
I i 1 r E v I --
� PROJECT S SWPPP, WHICH THIS PLAN IS A PART OF,
PREPARED BY KLEINFELDER, AS REQUIRED BY THE
/ �. { 1 ! ) � � Cr � � / .' : :/' �-' '. ; ,� _ _ � �✓ 1' � � � ��. 'i f NORTH CAROLINA DENR GENERAL PERMIT
NCG0200000.
3 THICKENER ROIdGPER
E
g3UIL.DING v , 6. FOR EROSION AND SEDIMENT CONTROL DETAILS SEE
W2i DWGS 26-C-DWG-0021 AND 26-C-DWG-0022,
BEGIN SILT FENCE \I i / �L v \ - � V 250 s n y PS
STORM DRAIN 3 \
N 954520.41 ff 1 I y 2 \ \ f p$ \ _ - t (P \� ' 4 (� f_' 7. SILT FENCE TO BE REMOVED AT END OF
_ - - - - - \ - , \ INLET PROTECTION i CONSTRUCTION UPON FINAL STABILIZATION OF SITE.
E 2363069.81 \ 0022 .,_�_ _... _. J"
E f cJ li L {SEE NOTE 10)
STABIUZE
AREAS DISTURBED BY SILT FENCE E
REMOVAL.
TROMMEL STOCKPILE
FGM ✓ \ \ BUILDING / AREA 8. SEE GRADING & DRAINAGE PLANS FOR FINAL
J t . / I GRADES.
RONALD LUKE KEETER, SR., FT SR PS r \ s \ \ `-
UX 9. FLEXIBLE GROWTH MEDIUM (FGM) TO BE FLEXTERRA
44T4NG '44 SP ES. \ d'
D.B. 2409, PC- 237 \\ PA' \ \ r \ � `� ~- HP-FGM OR APPROVED EQUAL. APPLY PER
D.B. 325, PC. DSO � \ P&,640 FLOCGUTANT a v. ,:' MANUFACTURER'S
y\ 260 25Q \ \- -1.: �LOCC ING STANDARDS & SPECIFICATIONS.
1
255 CULVERT INLET
ooz2 10. STORM DRAIN AND CULVERT INLET PROTECTIONS
- - r
PROTECTION � \\, - .ti\ ( � \\ p ' � R �-' i ' SHALL BE REMOVED UPON FINAL STABILIZATION OF
~ CIP CULVERT INLET i /' - \ - 253 r 4 SITE.
PROTECTION / /' . . _ \ �,` \ \ \ \. RR '
d50 11. CONTRACTOR SHALL ADD CHECK DAMS ALONG ANY
N 954513.50 _- NEW DRAINAGE DITCHES WHERE NEEDED T4 REDUCE
i \ S 72.35'1 D'-W_ _ � , y �, . . A' ,, A A -�-_--
N 954451.30 I \ / - -- 255 - 5 -�I ..-& —�7 -
2363322.67 }--\-� �A
T 'F- r- -�" FLOW VELOCITY AND/OR EROSION POTENTIAL.
E 2363121.00 / �' \ \ 25 \ i
I 4 RIPRAP t P \ \� A - 253 52
RR o022 6" d50 r \ _ -�\-- _
\ PIED
(SEE DWG -C-DWG \ \ " ; " \:" 2
LIMITS OF CONSTRUCTION \ \ 1 . D
FOR TEMP. PROTECTION � . :..�.`C�'. . .\ �`--'c �- 1 . , `'.;LL •..� . � - " . �'. `- ',. " - '=�'� . ;�,-' ,- -'
'MEASURES)
SF SILT FENCE f % ' I CIP
CULVERT INLET
PROTECTION
\ op PRAP OUTLET PS
2y? \ 0022 PROTECTION ! \
l
DAMES WAYNE BANKS, ET UX
D.B. 1636, PG. 396
1 R
P.C. 5, SL. 317_ l / 1
SR ` /
260 y ( z
4 RIPRAP
RR 6"
f Z
25g \ PS _ / / •`�: `.a, i r . " tiaS -'`fl - 4`\,�, W22 j 6" d50
1 �
i q i A .
EMPORARY ty
STORAGE �}
RIPRAP OUTLET QP O
PROTECTION . ooz2 TO I
.% o
LJEll-
i
N y
i CIP , CULVERT INLET 1"2
0022 PROTECTIONLw
� , 263 a 26 262 p
ui
71
i BI� \ N 954163.11 I ti N 954177.42 / D'6 " . L
1 E 2363584.11 �'� I > , E 2363 ,'z 8 / v o. o tf 1E- J - - -- - Z �B
.'. w wr � w - w m_ w - —- 260 ^- _ _ -- � - 260
r-----... +>~---'-----w---- -.�
� 258 - r e o q a — — w —�yr - - - - - - - - - PS - - - - - - x- - - _ � — _259 v v P: G v o.
-v��-�-�-, J �
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> GNZRIK.,
........... . .. .. END SILT FENCE ,t __ :�� '. .. W. _.:. . ,- _. >:� _ __. 54 25 . 1ed."?
�i 32. 16 . ti::. ;:. o. .. — —
_, :.:w . .. -::.. ..
N 954169.72 3 27 a
::= "
E 2363639.40 0021 SF AURELIAN SPRINGS ROAD — _ _— 0 10' 20' 40' BO' 'D
- DRIVEWAY CULVER 64
TEMPORARY $ CID
CHECK DAM o022 1"=40'-O"F of
�) 7
WORK SAFELY
1M DRAWING AND ALL THE INFORMATION THERON ROANS THE PROPERTY OF nuw+ APPROVED FOR PERMIT
i' RESOURCES INC, AND SWW. BE REWRNED ON DOAWD. IT IS is M ON THE p
COPIED ON LIAT, EIMMIMAT w 0 MMMANY OT PNa RMON, R MUSR NOT R� REPRGoucED. �.,UKA RESOURCES NC LLC AMEC NORTH CAROLINA, INC. a COPIED OR COMMIRY RED Ib ANY OiR#R WRPQSE LN4I 7FAS STALED ON THE
OF THIS R WN SI. WIES CE COTPM,F WITH WHICH R WAS INS AN COMMIT.*
C. STiLSON D. ELMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE
OF 1HIs DRAWING SRXS ACCFPTMNM W THE AB04E WNDDiWS AND coPrPoaR' SUITE 100
A STAMP/SEAL 1151 NtY� CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM, NC 27703 ame
a-
\,`\�N CA ���' CLIENT PROJECT NO. AREA AURELIAN SPRINGS MINE & CONCENTRATOR (905) 8 29-5400
R i LICENSE: F-0480 .t
ri
��' Q"•' E 31� �i �� M-AS-00003 �
PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO.
c 06/05/14 ISSUED FOR PERNff SNP NBE MBf DRE GAW (((04 9 1 175276 DSN MBE Ot/13/14 CIVIL
B 05/02/14 IS%!ED FOR PfRNR SMP MBE MBE ORE GAW % i �A � �4�� SCALE PACKAGE CODE DRN SMP 01/13/14 0
A 03/24/14 ISSUED FOR APPROVAL SMP NCR MBE DRE GAW REF NUMBER TITLE i���yq g �GG ` CHK MCft 03/20/14 EROSION CONTROL PLAN DRAWING NO. REV. o
REV M D REVISION ISSUE DESCRIPTION N CHK APP APP REV MDD REVISION ISSUE DESCRIPTION URN CHK AP APP A P REFERENCES ��i�ttliHll�� AS NOTED APP ORE 03/21/14vi
PHASE 11 (FINAL) 26-C-DWG-Q313 C
9 8 7
6 5 4 3 CAD FILE: P:\CAD\Civ\26-C-DWG-0313.dwg
1

rENM 0 INCHES 1 2 3 4 5 6 7 8 9 10 0 MM 10 20 30 40 50 60 70 80 90 100
NOTE-S:
MATCNLiNE - SEE DWG 26-C-DWG-0312 FOR CONTINUATION
1. GENERAL NOTES SEE DWG 26-C-DWG-0003.
-- -- 250
N / 251 / I� I / I SEE DWG 26-C-DWG-304 FOR // f \\// // / // \ I y 2. NO WETLANDS OR STATE WATERS ARE LOCATED
F / - t / ( N 1 I N P255 M I , 265 TEMP. PROTECTION MEASURES 6h r t 1 WITHIN THE LIMITS OF CONSTRUCTION FOR THE
I ( / / ti \ / / / \ i PROPOSED CONSTRUCTION ACTIVITIES.
CIVIL
J 1 250 24si FGM t /
RIP 4 1 ( ( ( 1 I \ r ALTERNATE SANITARY f / / \ / r / \ I 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL
- ✓ ABSORPTION FIELD
i 6" d50 , RR \ v t t
/ i / \ � BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
�� I� / / PS / I i r/ r v f \ THESE DRAWINGS AND THE SWPPP. ADDITIONALLY,
PS 1 1 I ! / // l/ ` `\ \ REQUIALL REMENTS AURES S ESCRI DESCRIBED BY MINIMUM
THE STATE OF
i / / I
/ PS STORM DRAIN l l / Jl ! t II i I / � f tf
—/-- I INLET PROTECTION 3 P 1 / I t j ! I I ( t n / ' / I r // / 11 \ \\ NORTH CAROLiNA.
0022 1 _
(SEE NOTE 10) 1— —! — — — - ( L — — — — / / // V i
/ ( I RETENTION PONDS A A RESULT OF CONSTRUCTION
4. ANY SEDIMENT ACCUMULATION IN THE PROPOSED
FUTURE BERM (BY OTHERS) \ \
ROAD PIPE CORRI qR ACTIVITIES IS TO BE REMOVED AT THE END OF
l _ CONSTRUCTION.
ftu
�! - - 5. CONTRACTOR SHALL REFER TO AND ADHERE TO THIS
65 ! - - r \ J / S PROJECTS SWPPP, WHICH THIS PLAN IS A PART OF,
FGM SR0 g I L t 7 / r I -- "—_v / - _ i PREPARED 8Y KLEINFELDER, A REQUIRED BY THE
f �— NORTH CAROLINA DENR GENERAL PERMIT
7Y
NCG0200000.
I
P'= —Pt r Pt Y/! S 6, FOR EROSION AND SEDIMENT CONTROL DETAILS SEE
�—
r S 74'4 � Pt Pt Pt Pt t Pt DINGS 26-C-DWG-0021 AND 26-C-DWG-0022.
!K-C.j CMIntIOHUlNA7E f i / / / ( T / / / // / \ r r � \ i 1 7. SILT FENCE TO BE REMOVED AT END OF
( ( IV �36 03.45 t 1 t // i 1 �� \V I
i / J / / / / / � � f CONSTRUCTION UPON FINAL STABILIZATION OF SITE.
N. AVED PS I l 1 I / / / r �_ / ice ( STABILIZE AREA DISTURBED BY SILT FENCE E
E r SOVERSIZETOCKPILE J l I I �COMB!¢JFp( FACTOR: 1�t0000545 1 JI // i J / // // r �1 v1 i I
/ REMOVAL.
AREAll
( 8. SEE GRADING & DRAINAGE PLANS FOR FINAL
CULVERT INLET PROTECTION GRADES.
( I / / I ` ! t �� / / r/ \ 9. FLEXIBLE GROWTH MEDIUM (FGM) TO BE FLEXTERRA
1 JI
HP-FGM OR APPROVED EQUAL. APPLY PER
MANUFACTURER'S STANDARDS & SPECIFICATIONS.
X CD
RIP OUTLET f I / / / J I / \ 10. STORM DRAIN AND CULVERT INLET PROTECTIONS
' OP 5 i /f J // I / l t / _/ \ SHALL BE REMOVED UPON FINAL STABILIZATION OF
OD22 PROTECTION J f t l v v Ste'
11. CONTRACTOR SHALL ADD CHECK DAMS ALONG ANY
NEW DRAINAGE DITCHES WHERE NEEDED TO REDUCE
tLIMITS/OF CONSTRUCTION �! FLOW VELOCITY AND/OR EROSION POTENTIAL.
PS
r,? \. i SR 1 T t J i
o ' s i PS // t
CO A c.ti
I FGM 1
t / /
N \ .'
NOW 4R FOR1t,ERLY 1S7E D. S7RICKLQhID
f ro W B. 16, PG. 312
Lit 6p �. ` "^- CULVERT INLET
Lu
l . . �.Z _ � PROTECTION j
i = 7 1 CIP
Lu PS AN
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i C
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FGM ( i - - -
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V v -a v ... _ \ S 14'22'02" E-02
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AURELIAN SPRINGS ROAD 0 10' 20' 40' 80' 'to
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WORK SAFELY
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„CO EN" "TO ' 7 T M� A "°N 7 ILUKA RESQURCES NC LLC AMEC NORTH CAROLINA, INC.
c � OR caMMW. ORD m R aRA Ev n * tww n S sr U oM�
PFRRCUlAR ENQUIRY. ORDER. OR CONIR1Cf wRH M'! t R WAS asuEo. �cEPrwcE C. STILSON D. ELMORE G. WYNN � } 4021 STIRRUP CREEK DRIVE
OF IM ORWM SR r� of THE ABM CM OM pro CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
CL A STAMP/SEAL SUITE 1, a
cQ
DURHAM, NC 27703 ame
s���t1CAR /, CLIENT PROJECT NO. AREA AURELIAN SPRINGS MINE & CONCENTRATOR [phone] I A
«> .` < . M-AS-00003 ni
•. ..t Q/r i LICENSE: F-0480 v
10Z' E1090
ARPROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP N0.
G OB o5/14 �St1ED FOR PERMfF SMP MBE MBE DRE GAW F � I 175276 DSN MBE 01/13/14
/ F DRN SMP 01/13/14 d
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B 05/02/14 ISSUED FOR PERMR SMP MBE MBE DRf GAw rr C' ' -.G...•• 'G���� SCALE PACKAGE CODE o
A 03/24/14 xsUEo FOR APPROVAL SMP MGR MBE caw REF NUMBER TITLE Ei, E;�1�� CHK MCR 03/20/14 0
REV D REVISION ISSUE DESCRIPTION D N CHK APP APP AP P REV M YY REVISION ISSUE DESCRIPTION CHK APP A APP REFERENCES � l� AS NOTED APP DRE 03/21/14 PHASE II (FINAL} 26—C—DWG-0314
9 g 76 5 4 7� CAD FILE: P:\CAO\Civ\26-C-DWG-O314.dwg
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TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 E6HTHS 0 MM 10 20 30 40 50 60 70 80 90 100
NOTE'',.
\ pl.
\ - - - '" r i / •• - v - U 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
- - - - - - - - - ' -.pti ,\ _ - /'lr. `I� F
F - - - - - - - - - - - - - - - -
�f
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DALE- E. DULANEY,, ET UX D.H. 2252, PG. 629 P���\ , � • \\ r f , ��J \\
TRACT 'C" — — — — , ' ` —
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v A \ 230 -
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30, BUIL HOLD FOR SUCTION AND
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240
dr
cl
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O
v \ / 1 I c
1 50 FT WETLAND BUFFER
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W
x , _ L'1
( I THERE ARE NO PROPOSED i �n
UNDERGROUND UTIU71ES i \\
t
` _ ' _ ` • ( " " " i , ``� � ON THIS DRAWING
�> C c
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(17 I I
17,
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DELINEATED WETLANDS BY OTHERS ^ J " / t / I I I - 3
DATA PROVIDED BY ILUKA / - / — Q
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zi
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64
MATCHLINE — SEE DWG 26—C—QWG-0404 FOR CONTINUATION WORK SAFELY o
'-3 mmmn©ms o
lHIs MWW AND AM THE RNORMATION THEM REMNNS THE PROPERTY OF UM APPROVED FOR PERMIT<. RESOURCES IIC. AND SHALL BE RMfM ON DEMAND. IT IS WM ON THE fl
I COPIM O THAT, UNKYf YIRN ARRTEN PERMISSRIN° IT MUST NOT BE ON THEE, ILUKA RESOURCES NC LLC AMEC NORTH CAROLINA, INC. n
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OF THIS
ENWfHS OROER. 01T CON E OF THE wrroa+ rr WAS Iss M ACCEPTANCE C. STILSON D. EIMpRE G. WYNN 4021 STIRRUP CREEK DRIVE
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CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. SUITE ,
00
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A STAMP/SEAL ``w° QA� �/�i DURHAM, NC 27703 a
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d'yQ /59<:F M-AS-00003
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A 04/30/14 ISSUED FOR IMIERML REVIEW SMP M� sAW REF NUMBER TITLE rf rI t 11�t CHK MCR 05/01/14 0
REV MM DYY REVISION ISSUE DESCRIPTION DRN CHK APP APP P REV MMDDYY REVISION ISSUE DESCRIPTION DRN CHK A P APP P APP REFERENCES AS NOTED APP I ORE 05/19/14 26-C-DWG-0401 C
9 8 7 6 5 4 3 CAD FILE: P:\CAC\Civ\26—C—DWG-0401 .dwg

TEW M 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIQfTHS 0 MM 10 20 30 40 50 60 70 80 90 100
—_ __
M\\ NOTES.
\ \ t
\ , \ K—%vA
1. SEE DWG 26—C—DWG-0003 FOR GENERAL NOTES.
— , `E }=� _ _ V �—sir- \ � . ` _ _ t ,� / �� � � r� = � �� wSr_.�1 F
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;D — — — — ON THIS DRAWINGEli
Id
CI
r If
z
a
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MATCNUNE — SEE DWG 26—C—DWG-0405 FOR CONTINUATION WORK SAFELY Q
IM
ORAW *am Au.IM rcIFORMAT01 TNERON REMAINS THE PROPERTY OF R.wa APPROVED FOR PERMIT
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STAMP/SEAL DURHAM, NC 27703 � � EL
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c�j 9 1 8 7 6 5 4 1 3 2 CAD FILE: P:\CAD\Civ\26—C—DWG-0402.dwg
a_ �

7ENnis 0 INCHES 1 2 3 4 5 6 7 8 9 10 Enffm 0 MM 10 20 30 40 50 60 70 80 90 100
NOTES:
245 - - - \ 1 1 1 1 I ( \ \ \ , (, \ 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
- - - - - - - - - _
, DELINEATED WFTIANDS BY OTHERS
DATA PROVIDED BY fLJKA
If
Z50 I \\ t 1
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1 \` \� - / /� \ C
i \ / /
Cn MATCHLINE - SEE DWG 26-C-DWG-0406 FOR CONTINUATION o
CIDWORK SAFELY
IM DROM AM &L M WORMWN MWN BEMM 7W PRaIEW of a.UrA ON hE APPROVED FOR PERMIT
BESO n M arm%WLL BE kE UM ON DaM. rt IS ISSUED p
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L. DP i}RS IXtANTNG SxR1Bs ACCEPENlCE of TlIE tBWE CONDmoNs a+o COPYRMNi
SUITE 100
STAMP/SEAL CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM, NC 27703 ��� :2
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\ t11111 o i CLIENT PROJECT NO. AREA [phone]
a
AURELIAN SPRINGS MINE & CONCENTRATOR `
CAF? � i, LICENSE: F-0480 �
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40 8y DSN MBE 01 13 14
CIVIL
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REF NUMBER TITLE tx ti AS NOTED 26—C—DWG-0403 C
" REV M REVISION ISSUE DESCRIPTION DRN CH P A REV M YY REVISION ISSUE DESCRIPTION DR HK APP AP AP A ra r a e►c��
REFERENCES APP ORE 05/19/14
Q
O 7 q 3 CAD FILE: P:\CAD\Civ\26-C-DWG-0403.dwg
2 �

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 t]OM 0 MM 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0401 FOR CONTINUATION NOTES:
� - 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
2. ^sh , N N N q0 N o N \ I / ITIC
2. FIRE PROTECTION LINE AND NOTES FOR
Lo
F ' ! 1 ry \ t INFORMATIONAL BID PURPOSES ONLY. FINAL DESIGN
i ! " ( ! AND CONSTRUCTION BY OTHERS.
3. ALL UTILITIES SHALL HAVE A MINIMUM 3-FT COVER.
\ DELINEATED WETLANDS 6Y OTHERS / I / /! , / i ( 1
1 \ DATA PROVIDED BY ILUKFl / ^ � � / ` / ! \ � i / � � 1 4. SEE DWGS 26-C-DWG-0051 AND 0052 FOR
- 230 UNDERGROUND UTILITY DETAILS.
5. POTABLE WATER LINE AND NOTES FOR INFORMATIONAL
BID PURPOSES ONLY. FINAL DESIGN AND
CONSTRUCTION BY OTHERS.
WETLAND BUFFERX
V \ Ll
. „ • �� ^ • ^ �\\ - � • _ - . " " • . /� ` � • . j!. • ^ 1t A/ � I I i - \ it � I
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7 INV 236.17
N 955194.29 i \
0051 E 2363962,85
.Q v • . /_ . " _ ,. " _ I } RIPRAP GROUTED Q
i. IN PLACE
/ \
�• , , " • \ ` � \ \ HOLD FOR SUCTION
( STRAINER DETAIL AND I I $3 - Q
FINAL INVERTS-
12" HOPE PROCESS
� � :• -_ \ . t 1 ` y \ \ PUMP SUCTION LINE . O
�' � `� t - " " • . ` � - ` " ^ " ' " i � 1 1 � \ � "� \ � , ?_40 ' 20" HDPE DR C'�
hFIRE
p ^ t \� � \ �A l - � ' 'PROTECTION p
C) ! -� - / • \ - - _ ' _ - - -a . 1 ' tt` '� , \ \ \ \ `\ LINE
\ } INV 237.00
N \ / 1 _ \ \ � 16" HDPE PROCES955155.39\ \ PUMP SUCTION LINE - ge-
2356 .26
p \ jl 5• LIMITS OF CONSTRUCTION D \_ \ \\ �\ p
LIJ
AO '�' N 95513638. \ _
I C \\ f HOLO FOR I ..
j \ CONNECTION DETAIL \/ C'
r l i \ ...�...� `\� \ "� �� \ ! ! % / i \. '��� 7 v 1 (,, `,,�-Ji- 245
12"x9O' HDPE RISER 12"x90' HDPE RISER
c - - 1 ` \ \ \�\ / !// \ INV 235.75 6 INV 236,25
PROCESS PUMP SUMP 0051 _N 955061.45 N 955093.38
24 HOLD FOR FINAL�� \ E 2363958..111>_ 0051 E 2363995.73
0PIPING r
- - T _ \ \ \ \ � \ (\ DISCHARGE DETAILS
1 INVlO"x9V HDPE RISER
INV 235.75 1
20"x90' HDPE RISER N 955064.50
E 2363968.48
INV 235.75
955058.27 =� TV 6 �1
2363947.23
HDPE D11
PROCESS WATER LINE 1
\ \ \ f / OLD FOR FINAL v
i HOLD FOR STORM WATER PUMP \ \ \ \ /
- SUCTION LINE DETAILS " ' - - - \ \ \ \ \ y / PIPE SIZES
20" HDPE DR11 - 210
WATER LI
/ \ PROCESS WATER LINE - N a,
1 ,o- / .. ,,,, .. \ 8 x90` HDPE RISER
i r r .. r \ INV 244.83 �p
r - ' . i i f / I / / -f / i \ N 954934.39 0051 \ ' • _ ;, /� �`_- 23 MB
i t 1 E 2363687.92
<" �' _ N 955002.47- 23 - a
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FE 23 9 14
239'� ,,, ,� \ '1 ( - 239 - /i N 954998.08 �� / I237 - / / . ..,. � i I __ _ 1 HDPE DR9 FIRE
y i i " v _ - 240 _E _3 3 64.88 PROTECTION LINE �1
Cn 8 HDPE DR11 STORMWATER - a
24p / " i PUMP DISCHARGE LINES - N 955005.45 - to
/ / / 6 8 x90' HDPE RISER I I o-- - it 6 0 5' 10' 20' 40' In
INV 244.83 i , t y ry - - E 23 40 . 2 c"I
m f / /-/ 0051 N 954915.16 `� 1i �' It t\\ 245 ® 1"=20'-0" ci
1 cn
r - / 245 f E 236368co
3.02
MATCHLINE - SEE DWG 26-C-DWG-0407 FOR CONTINUATION ^ - - - _ - - cn
WORK SAFELY O
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Wt'IED OR COMMU Y. ORO TO ANY WRA ('WnN W ICH I TNAS STATED ON'tiff
FARIKIUTAR ENDUSO'. ORDFR. OR CONTRACT wm1 wl�cxt rt Nts ISSUTD. ACCEPTANCE C. STIISON D. EIMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE
n' THLs ANo CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.STAMP/SEAL SURH 1,
i !� �1t11Ur� 905 829-5400
DURHAM, NC 27703 ��� a
� �i� CLIENT PROJECT N0, �� AURELIAN SPRINGS MINE & CONCENTRATOR t � � ` '
`�`��\1*V�' • 5��.� M-AS-00003 a
LICENSE: F-0480
v =_ PROJECT NO. ACTIVITY NOD
i eU � wo �' DSN MBE 01/S/14 SUBJECT CLIENT SAP N0.
<� - eIViL
n> "'„ c� a c7:E01 175276
C 08/05Ji4 ISSUED FOR PERMIT SMP MBE MBE DRE GAW ;•o a DRN SMP Ot/13/14 0
B OSJi9/14 ISSUED FOR APPROVAL SMP MCR MBE CAW SCALE PACKAGE CODE
& o . UNDERGROUND PIPE UTILITY PLAN DRAWING N0. REV.
A 04J30/14 9EED FOR 9TR7tNM. REVIEW : SMP MBE GAW REF NUMBER TITLE r��Oj j ' ^' M\��� CHK MCR 05/Ol/14 6
" REV M DYY REVISION ISSUE DESCRIPTION CHK P AP REV MUD REVISION ISSUE DESCRIPTION DRN CHK A P APP A AP REFERENCES <!//1It � AS NOTED qpp ORE o5/1s/14 26-C-DWG-0404 C
F-
8 4 7� CAD FILE: P:vCADvCiv�26-C-DWG-0404.dwg
2 `/ 1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EWIT HS 0 Mu 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0402 FOR CONTINUATION NOTES:
___ '- ---._ -- --�----, f _ - __.-_ - (" '-_7� - ® ) 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
CD
y 250
��~f V�✓ `a` - �- - '� �_ 0 u q 2. FIRE PROTECTION LINE AND NOTES FOR
F ONLY. FINAL DESIGN
INFORMATIONAL BID PURPOSES ON
It ) \/ C� ✓ / � �1 �I� (C� � r7 /`� - t/,-,j�V� Zj �Gs �c�77 �/. �� \ Q I N \ i /• AND CONSTRUCTION BY OTHERS.
_ � { � \ V� �� ✓ � �- 1 ! \l \r - ��- / 3. ALL UTILITIES SHALL HAVE A MINIMUM 3-FT COVER.
4. SEE DWGS 26-C-DWG-0051 AND 00 FOR
�1 ��jj UNDERGROUND UTILITY DETAILS.250
52
��� -- ��- - ---- �- \/ a 1 i ! 1 1 I 5. VERTICAL BENDS SHALL BE PROVIDED FOR ALL HDPE
�� PIPE AS NEEDED TO MAINTAIN MINIMUM COVER AND
ACCOMMODATE INVERT ELEVATIONS INDICATED HEREON.
j N� \ 1 i r 6. POTABLE WATER LINE AND NOTES FOR INFORMATIONAL
BID PURPOSES ONLY. FINAL DESIGN AND
I \ ! } � � CONSTRUCTION BY OTHERS,
- f 7 --- 240 - - --! v i
Ap
E
Lc) 1 l! 1 /J /l ll JJ j
iZ
ti
i �MAKEUP
�
O DISCHAR EATER $
INV 243.00
�y N 955182,16 0051
D E 2363995. Lv
CID // # /
2R5
y� MAKEUP WATER
C1 DISCHARGE
INV 243.00.
CJ N 95517795 0051 / I I , / / / / / // f / I 7 ` / / 1 KEY NOTES: tO/ I LINED CLMIFYING POND / / / / / / / / /
E 2363992.49 9 < / /
N /' JL. 1 I ! // / // /f / / / // f r F / / t 1. SEE DWG 26-GDWG-0222 FOR PROFILE
\® /�� 8"x45' HOPE BEND 1 /
! / / � / � I t I WITH INVERTS.
INV 246.00
N 955168.46
� E 2364017.39
C 8"x45' HDPE BEND1 l I I t 1 /f / �/ / // // / � ` / �, ( / a
INV 246.00
'- - N 955165.21
Lu E 2364013.13
��
Z 20 HOPE DR9 FIRE
11
U � PROTECTION LINE 1
F` INV 236.17
¢ INV 246.00
c \ N 955124.20 1 i THICKENER OVERFLOW OUTFALL
`f ( q I E 2364025.16 1 TOP 240.00 t� / / 1 / / �'\ " III I 1 / ! /// / / / / / / ` -
I _ INV 246.00 1 l INV 228.75
' %N 955110.06 I N 9s5125.61 1 N 955125,46 0051
V. eq / E 23fi4029.96 E 2364135,14
1 1 20" PLUG VALVE r3
N 955101.87 3
\ \✓ E 2364018.86 0052 1 RIPRAP GROUTED IN PLACE
I 1 1 0032 I
20"x97 HOPE RISER 1
\ INV 236.17 �i 1 i 1 ( / / / / !
w 02 N 955097. / I I I i / I / // / I
`J 2364020.28 0051 HOW FOR PIPE REDUCER
1.00 AND CONNECTION DETAILS 1 I I 1 / tl / / !/ !/ // !! tl // /// // /' I I j /"
< 1 N 955092.52
r_ E 2364039.66
11 N 955106.87 -7 -_ _-_- -- %� -7INV !41.00
!
N 955091.11 V I 1 4.9 7 -1 //
/ 1- t - - 240
E 2364034.86 _____ _.�____. __ �-_� _�.______.__�____._ ./
ci- HQPE DR 13.5 THICKENER �� / -( -� _ ®_ 7 / - j 1 1 /
1
I 8" HOPE DR9 PROCESS OVERFLOW LINE j_ I___(.- i / i // / / l z
MAKE-UP�UNE (WELL) T - t 245 / / 11 !
\ r F I ---- - -- t--- ! -- / / e !, - I / I N V)i
8 x45 HDPE BEND \ SIN POND PUMP SW POND PUMP
DISCHARGE7 DISCHARGE I - 1 -
N / INV 241.00 ayye 0051 INV 248.00 INV 248A0 0051 / _ _. / /
\ N 955038.26 1 N 955080.81 - - 0 ( - T j \/
E 2364050.37 N 955081,66 \ - �i� J
< � � E 2364156.21 � � � � 1 � / � � � � ��
E 2364153.34
\- 8"x45' HDPE BEND - - - _ - _ _ Cf / / _ ✓ -��'' \\/ L' 1 m J� D
� I 1NV 241.00 ���� Q � �•--../ � / j _ �:. - / / ��f j`� -`� �`�✓��-��% ����'��� ��yC--�� / s I / a
L)7� L --- - --7 r - - - - - /
E 2364054.58 ar% c� ems" / � � � c a� a
1 - -8" HOPE DR 11 STORMWATER ( 7 50 - p 60 2 G Leo `�� ��o I 4/ In
" POND PUMP DISCHARGE LINES - -- - - _ h / ! -� 2 L 4 0 5 10 20 40In
I $ HDPE DR9 PROCESS..MAKE-UP � --- ---�--=0 - ----- / I a
t - LINE (MUNICIPAL WATER) // 1 /J /j I "' - T-ry 2�8 - _ - �J# I "1 =20 -0" o
/
MATCHLINE - SEE DWG 26-C-DWG-0408 FOR CONTINUATION WORK SAFELY
1H IS C+*= AND ALL THE WORMTION THEM FWANS THE PROPERTY OF NUM APPROVED FOR PERMIT
, RESOIMM W_ AM SHALL BE RETURNED ON DMW. IT IS ISSUED ON THE p
I COMM TIAT. EXCEPT WITH WRHTEN POWSION, IT MUST NOT IE REaRWM, TT T Tu ^ c T 77� AMEC NORTH CAROLINA, INC. a
,c CORED OR CMUNICATED TO ANY MM PURPOSE TWA Two SrATED ON THE 1L V 1,L"� j�EE,,7Qvy�CES NC LLC
PARTIMM OMNOI ORDER, OR CWV=W TH MC H IT WAS MO. ACCEPTANCE C. STILSON D. ELMORE G. WYNN ( � 4021 STIRRUP CREEK DRIVE
OF TINS NG sus THE AeovE t�E>oIt>axs AND CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. SUITE 100
STAMP/SEAL ��� CAR 4r DURHAM, NC 27703 � �
��� �N R0 1 i1 905 829-5400 a
4 % F •.<i CLIENT PROJECT NO. AREA AURELIAN SPRINGS MINE & CONCENTRATOR ( ) r A
j�O:¢e� y% M-AS-00003 LICENSE: F-0480
AL i -
- PROJECT NO. ACTIVITY NO.
40981 � _� BY MMDDYY SUBJECT CLIENT SAP N0.
:' CIVIL
v I
14
5 ",� �G \�� ORN SMP 01 DSN MBE /13/14 .r
C 06/05j14 ISSUED FOR PERMIT SMP MBE MBE DRE GNAW ���Ci'•. IN ��\� 175276
/ q B. �G �� SCALE PACKAGE CODE / / UNDERGROUND PIPE UTILITY PLAN DRAWING NO. REV. ct
B 05/19/14 ISSUED FOR APPROVAL $HIP MGR MBE ME CAW '/�rrlI1111��
A 04/3D/14 ISSUED FOR IRIERNN. REVIEW SMP MBE GAW REF NUMBER TITLE CHK MCR 05/01/14
AS NOTED 26-C-DWG-0405 C
REV M DW REVISION ISSUE DESCRIPTION DRN CHK APP APP APF APPREV MMDDYY REVISION ISSUE DESCRIPTION IDRN CHK APP 'APT APP A P REFERENCES APP ORE 05/19/14
9 8 7 6 5 4 3 2 CAD FILE: P:\CAD\Civ\26-C-DWG-0405.dwg
1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
MATCHLINE — SEE DWG 26—C—DWG-0403 FOR CONTINUATION NOTES:
245 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
F II I \\ f / // I � EC� ( '� (Q�q Q�Ip�( } \ j �� - _--_- - =- - - - 2. FIRE PROTECTION LINE AND NOTES FOR
/\ / , / / / ( 1lQ { } �i \ `J`� p \/ �\/` \ \ r INFORMATIONAL BID PURPOSES ONLY. FINAL DESIGN
-�C�� AND CONSTRUCTION BY OTHERS.
I \ \ \ / '/ / // f/ p�QpE J Q } � �p �Q��Q �✓ /" �C � _ \ \ ' _ 3. ALL UTILITIES SHALL HAVE A MINIMUM 3-FT COVER.
—
} i \ I /' / / / ( ��� Jp _ pQ _ Q /(����o'�! \ 1 (/ p \QQ✓ 4. SEE DINGS 26-C-DWG-0051 AND 0052 FOR
UNDERGROUND UTILITY DETAILS.
5. POTABLE WATER LINE AND NOTES FOR INFORMATIONAL
1 I 1 1 I �Jf ( {�� o ( BID PURPOSES ONLY. FINAL DESIGN AND
i I I I \/ �l� �Ea \ l�/�/Q �Qpf ��p �✓Q I� `f1�� - CONSTRUCTION BY OTHERS.
���/// jC v HOLD FOR FRI
UNDERGROUND UTILITY C
�p�7C RISER LOCATIONS p
MAINSHOP Y c y {UI D
/ 8" FIRE RISER ( (�
8" FIRE RISER '
CONEYARI� / I fQ� /� / p f. / N 954728.73 Q
\ \ \ \ \\ \\ \\ } \ \ p\/ p EQUIPMENT \ J 1� V l \ \�L�j� , p/� �- `E 2363379.44 005i E 2363440.85
\ \ \ \ STORAGE
CC\ (35,000 SF) \ j
p�/ � �Qq N 954714.24 N 954731.22p 0
i \ \\ \\ \\ \ \ \ \ ( � �J ��/ j�� 1�p ", { �Q/ \ - - E 236M TW. 5 E 2 3472.73i
E ` \ \ \ \ \ � �� E \/ l n �tC 5 (/� i 2"x2"x2" PVC TEE - E
\ j \ \ \ G Qac� QC� C7 p V Q' q �� ,
I \ \ \ \ \ \ \ I i \(/\a - ✓ 1 Q J C � 954724.07
\ m\ \ \ \ 1p a - Qp�
® 474.83
/C Q \� V p C� i ( E 2363
ppia V�� /. 1 . i i yV
aQ2"x90 PVC BEND 2" PVC POTABLE r
I ' \ \ \ 1 i \ -J L -j V t� J� �/�L �Q \ � l � � \ ��\\ WATER
���``j \Qj� Q �\ N 954707.09 E /� FIRE FOAM TOTE
Q/ QQQ�pQ;�pj Vp \ y E 2363416.95 LINE F
\ 7au( Q ` .- - i / / 10" P D / f
f i / \\ ` \\ Q -✓ l Q�J �1p �i \ 1 V Q - - - " - - PROTECTION LINE RE
-8 HDPE DR FIRE
/ i \ J ! l\ \ y EE \ VpQ' tiG'} p QI\ ✓C Q \ J�Q \ - PROTECTION LINE - / 8" PIV
.54678.72 F-
f I \ I // / \ _. 1 v �-.,-�`J��C-���Q`.- 1 Q� p �����✓v `-'-` �'�-/C_---�Qp - - - - - - � �,� �' Q� ,.E 2363455.57 j�
RONALD LUKE KSETER, sR., E( I \i // // /� ; , \\ Q S p C VpQ_\ .-�i�/ Z
UX - ` ' cQ�CC�p\\//cQQ Qa/p� C�� J\1 Q� " -
t3.B. 2409, PG. ?_37 ! �Q(�� ( � J N 954688.31 ' O
7.8. 409, PG. 40 1p��Q ���J Q �C �Q \ a 1 Q l 8 x90 HDPE BEND 8» PN
\ ` of } N 954658.82 N 954674.95 i� gk�'4
2363394.93 Q -E 2363449.92 - 250 - N 954694.19 - O
D / \ I I 25 \ \ \\ / - - - _ �N-�- \ \ n p C Q 10 x8 4 HDPE TEE a O D
/ � � \ \ � � _ \ 1, � � � 1` -J) �N 954676.76
�� - h E 2363456.09
QQj �p Q/' cnc� //�
- - - — — -- \ _. - b Q<
7.55 PARKING 34 SPACES �\ V��KM
• -- -----
o
12,04 KEY NOTES: 1�
�7 SlF
f ` l j \ �� - -� -. -_ RFRN! A - - - - \ \�S Q� ✓QQ �d Vp U QQ<QI�QQ
_ I 1. SEE DETAILS 1 AND 4 ON DWG
-_. i. -� - \\ Q Q� p / �t Q p N NFORMATION 0052 FOR UTILITY CROSSING
v--
60
HiE
� -�
- -
`=_ 250 � W
\ \�.
SEE DWG 26-C-1DWG-0502 FOR
_ - ABSORPTION DETAILS
\ 155 AREA TO MAIN UNDISTURBED
- - - - - - - UNTIL FIELD ON)
I
j
SEE DWG 26-C-DWG-0100 FOR 7
\ \ -LOCATION OF BID ALTERNATE
---X.— FIELD
V - x -
I A 271,76 \ // \ \ \ V
` - -
LIMITS OF CONSTRUCTION \ \`\ \ 1 -
" ANT,
\ I \ \ \\\ E \ i SOR ON '
FIE . z
g \\ \\ \ \ ! / / Wg
\\ \ r I \ \ I 0 5` 10' 20' 40' 64
IL J J..6
� T
< MATCHLINE SEE DWG 26—C—DWG-0409 FOR CONTINUATION WORK SAFELY o
'THIS DR"Q W ALL THE WORWOxlN THMN REIWNS THE PROP W OF UM APPROVED FOR PERMIT �+J
RESOURCES INC, AND SHALL BE RETURNED ON DEMWD. IT IS ISSUED ON THE 0
CON[NTION THAT EXCEPT WITH WRITTEN PERIMN, M, IT M,nMsr NOT BE REPRODUCED. AMEC NORTH CAROUNA INC. a
COPIED OR COMMUNICATED TO ANY OTHER PURPDSE THAN THAT STATED ON 7M ILUKA RESOURCES NC LLC
PARIMAR ENGMRY, OFM OR CONTRADr NTH Waal IT WAS DIED. ACCEKAHCE C. STILSON D. ELMORE G. WYNN 4021 STIRRUP CREEK DRIVE
Of THIS DRAWING SIGNIFIES AOCEPrANM 01 THE ABM CONDITIONS AND CaPrRw. CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
STAMP/SEAL DURHAM, NC 27703 ame 0-
SUITE 100
4 f,F`7� CLIENT PROJECT N0. AREA [phone] a A
" }f4409
SSlp�i�`� M-AS-000d3 AURELIAN SPRINGS MINE & CONCENTRATOR LICENSE: F-0480
PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP Nd.
ER�1 _ 175276 DSN MBE 01/13/14 CIVIL
v, C 06/05/14 ISSUED FOR PERMIT SMP MBE MBE DRf GAIN ��i ,� ti N .;
F5 SCALE PACKAGE CODE DRN SMP 01/13/14 0
B 05/19/14 ISSUED FOR APPWVA s11P 11 ORE cnw •,,� ""'r✓G �� UNDERGROUND PIPE UTILITY PLAN DRAWING NO. REV.
ii� B. ia ��� CHK MCR 05/01/14 d
A 04/30/14 ISSUED FOR NTERW REVIEW sw MBE GAIN REF NUMBER TITLE 1 M M I I I t t�
AS NOTED APP ORE o5/ts/14 26—C—DWG-0406 C
REV MMDDW REVISION ISSUE DESCRIPTION C K P P REV D REVISION ISSUE DESCRIPTION RN CHK A P P AP REFERENCES
c�
R? 8 7 6 5 4 3 1 2 CAD FILE: P:\CAD\Civ\26-C-DWG-0406.dwg
1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 60 90 100
MATCHLINE - SEE DWG 26-C-DWG-0404 FOR CONTINUATION NOTES:
18.5 LF Of 6" HDPE i 584.55-
INV 245.t8 ^� r �r /� N 954855.02 � t. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
N 954844.36 - - �- 8" HOPE DR11 STORMWATER PUMP DISCHARGE LINES ---------, -- -- - `- - -~
F E 2363513.t9 - DRt7 DRAIN UNE 2% - "-238 - ; - -. - -.--__ __ _ ___ _ -___.�____ _,. _.__ . _
G , � r s% $7-- - ss a ss ss ss `- - _ 2. FIRE PROTECTION LINE AND NOTES FOR
-- ' ► r r '-"..� -r INFORMATIONAL BID PURPOSES ONLY. FINAL DESIGN
_
249 4 , ► - » N 954962.94 - � - --- AND CONSTRUCTION BY OTHERS.
i `� 6 PIV �- 12" HDPE DR9 FIRE PROTECTION UNE - = --- �z . .
Ay i N 954831.03 N 954862.92 „ « » 12"x10"xi2" HDPE TEE m 10" pry N 954965.48 (
- -- E 2363641.34 _- 12 x6 x12 HDPE TEE a_
f i N 954824.00 i fT�$T - -_-.--_-.-, -- - ,:-- -- - N 954943.64 - - -N 954932.69 - -T-^ p 3. ALL UTILITIES SHALL HAVE A MINIMUM 3-Fi COVER.
Q' +' - - N 954870.99 8 x90' HDPE BEND , -- r� ~-___ I N 954961.58 E 2364001.98, {)
( " E 2363886.97 E 2363890.18 / 4. SEE DWGS 26-C-DWG-0051 AND 0052 FOR
E 2363561.59 ?S- i - 6" HDPE DR9 FlRE E 2363638.97 INV 247.33 8"x90' HDPE BEND „ « i E 2954961.58
N 954891.15 INV 246.33 12 x8 x12 HDPE TEE
"' PROTECTION LINE ( I' b UNDERGROUND UTILITY DETAILS.
6 PLUG VALVE i _ _ _ _ ly _, ; E 2363690.0E N 954896.88 1. FlRE HYDRANT
INV 245.75 f' BID ALTERNATE 2" \ /- ✓" E 2363698.92 ! . $" GATE VALVE N 9549E .33 / I
i' i - SEE DWG 26-C-DWG-0501 FOR PUMP STATION ( '" 42"x45' HDPE BEND 5. SLOPE FOR GRAVITY SEWER LINE IS 1.0% MIN.
0052 N 954826.59 �I �' / HDPE DR11 SANITARY ' \ AND SEPTIC AREA PLAN AND DETAILS „ ) N 954916.22 42 x45' HDPE BEND E 2363944.05 INV. 234.64
E 2363518.40 SEWER FORCE I ( 2 x45' HDPE BEND E 2363793.16 INV. 241.90
� INV 247.50 2. ' } fi. POTABLE WATER LINE AND NOTES FOR INFORMATIONAL
,FUEL " � - / 2 x45 HDPE BEND .I INV 248.00 �. N 954911.60 10" HDPE DR9 FIRE N 954972.15 BID PURPOSES ONLY. FNAL DESIGN AND
FARM 2 HDPE DR11 SANITARY ,�,' N 954808.31 --^\ / N 954889.14 » 12 PN E 2364d51.36 I
E 2363606,9E / I 1 INV 247.50 1 42 x45' HOPE BEND E 2363844.95 PROTECTION UNE / CONSTRUCTION BY OTHERS.
SEWER FORCEMAIN / / N 954961.36 12" PIV
E 2363693.85
C i v / \ S / N 954842.03 /. / INV. 243.33 - / N 954962.84
j. ( - 1 ` ` -.- E 2363987.95 E 2363993,13
12" HDPE DR9 FIRE L I E 2363668.10 N 954874.37
- CLEANOUT ((�� as - E 2363824.61 12 x12 x12 HDPE TEE 12 PIV
/ f PROTECTION UNE i . % 2 46 6" PVC 1.0% INV 248.54 tl I / / » " /
2"x90' PVC BEND' - TOP: 252.77 / f ` t N 954962.22
N 954759.01 i , 10 LF 6" PVC ® 1.0% N 954830.94 / / I s 9 N 954959.5E I
. .__ _ E 2363593.95 . \ 39 LF 6" PVC C/ CLEANOUT 3 / E 2363687.69 j ! ( I . ' ' 10" FIRE RISER " E 23639 0.51 - - - - /
E 236399t 29 _
Zot/ T? i TOP 251.9 ( _ _ ( 6 -
r U 12"x8"x12" HDPE TEE 3 CLEANOUT 1.0% / i / / a 12 x8 x12 HDPE TEE )
OP 251.09 f INV 248.21 / / . ( (. O " i. FIRE HYDRANT -
N 954893.28
E 2363901.74 »N 954752.24 " "--m / 42 HDPE OR 13.5 005t �
E 2363588.64 INV 601.08 HOSE BIB N 954611.37 / / ( i THICKENER OVERFLOW LINE 8 GATE VALVE . -
" N 954801.08 N 954802.49 / E 2363648.fi3 � / � (, / � �� N 954924.6E
E - RE HYDRANT
i 8 PIV E 2363610.00 N 954799.08 E 2363650.32 / E 2364001.53 / _
FIRE HYDRANT i N 954751.d$ �-- 6"x90' HDPE BEND I / i 1 \ \ CONCENTRATOR /
WITH MONITOR / E 2363611.E 2"x90 PVC BUILDING - - - / _
r"" E 2363584.6E R ( N 954785.77 I / ( l \ � - / " 10" NDPE DR11�- -
\ 8" GATE VALVE ' ENGINEERING BEND E 2363663.9E I \ - - - - - - - - - - --
I.E. 24fi.50 I MCC - W{ �zr7i ircz�ir�iiZzzi
�N 954730.$3 N .E. 246.50 2 & SURVEYIw N 954799.08 I \ HOLD FOR FINAL , PROCESS WATER UN -
E 2363515.73 OFFICE. I E 2363611.63 6" FIRE RISER 6 i UNDERGROUND UTILITY -
E 2363576.4E N 954789.14 l --
6 ( E 2363675.44 005t i \ \ RISER LOCATIONS AT ALL
U-s • t ' N 954765.13 51 6" FIRE RISER , / ! ( N \ \ "OLD FOR FNN. 4 �' ,/r
2363619.64 N 954777.26 - N 954785.74 / / I i RM LAOAIM -_ BUILDINGS `) HOLD FOR FINAL
� _� i PIPE SIZE
8" HDPE DR9 FlRE 12" PIV 1 E 2363632.3E E 236,3669.18
i PROTECTION UNE ( N 954733.03 1 „ - i
(✓ E 2363594.27 6"x90' HDPE BEND 2 PVC TEE (
- -'-� » ». . " N 954743.9E 1 N 954782.77 y + L 1 /
i 12" HDPE DR11
Z - 12 x6 xt2 HDPE TEE 2 /E 2363659.63 / 1 I } �. PROCESS WATER
0 10 HDPE DR9 FIRE N 954730.17 E 2363642.13 I V / I 1 1 Z
PROTECTION LINE \ 1 . I . LINE
I- E 2363595.11 r N 954754.11 - -
i ~ C LINE
LE
WATER _ ,\ \\ . THICKENER OVERFLOW RISER
1 0 12x8". "
i x12 HDPE TEE Q
�� 11 - - / R N 954823.54
TOP 256.00 - Z
Z LT i I \. \ 0051 INV 245.50 -RMCHER /n 2364031.191
O 6" PIV / 2"x90 PVC BEND \ 1 y . E
10 PIV D \ » , N 954742.17 \ N 954812.65 BUILDING 0 Z
U N 954724.30 2 PVC TEE i N 954731.09 „ \/ � \ E 2363842.71 w " » » »
N 954722.54 '\E 2363598.27 2 PVC TEE E 2363671.54 �{ \ \ \, \ 6 6 WET FIRE RISER EI x6 REDUCER $ PIV
E 2363592.87 / \ ® N 954822.42
\ E 2363604.64 J /4 N 954734.79 I I \ \ \ N 9154788.97
/� ) 7 E 2363932.53 E 2364d27.38
<PARVIN E 236364fi.38 \ �/ ✓ \ FIRE HYDRANT 0051 E 2363943.34 245' p
-255-D7� ( \ ?� 1 Ifv J� / ,6�0 Slr 1 I � 8" GATE VALVE \\ - - / // L�
tJ , 12" PIV. \ 12"x10"xt2" HDPE TEEr v j�✓�/ \ J �
D - ,G,J `�-I-l�^--� \/ 1 N
0 N 954721.72 . N 954704.6fi { L \ . E 2363753A3 - - _ . I .
1 (� E 2363597.59 E j2363607.52
p ' 1 HOPE DR9 FIRE
2" PVC POTABLE ? n \ �V - " 8"PRO PROTECTION UNE _
C) N 954646.22 12" HDPE DR9 FIRE v �WAER LINE i l N J \ \ \ 6 HDPE DR9 FIRE /. C�
\ \ f7l , PROTECTION UNE ! 'S3 / 1 KEY NOES:E 2363572.91 PROTECTION UNE , - /. UNPAVED OVERS 7_E
CO \\ TROMMEL STOCKPILE AREA ct� 1. SEE DWG 26-C-DWG-0222 FOR PROFILE
N ? 6 \ 12"x6"x12" HDPE TEE �} a \ \ BUILDING WITH INVERTS.
4 Si N 954651.49 \�/ /\ \ \ / / 2. SEE DETAILS 1 AND 4 ON DWG
E 2363618.19 j'� jam\/ \ / -
© 2 x I u `i \ �\ 6" WET
FIRE RISER // ✓ . Q 26-C-DWG-0052 FOR UTILITY CROSSING
005t \ / / N 954646.37 l` J J \ 6 ✓ .
\ 5 4 / 3. INFORMATION.
DETAIL 2 ON DWG 26-C-DWG-0052 FOR
N 9 4731 8
/ `
E 2363882.12 y . � W CLEANOUT DETAILS.
MANHOLE W/ { _ N 954655.41 \ Q 4. SEE DWG 26-S-DWG-0153 FOR DETAILS AT
„ 9 \ �, 8 HDPE DR9 FIRE \ 20 HDPE DR11 TIE-IN TO SUMP.
CHECK VALVE 6 PIV / \ �\ PROTECTION UNE „ '. � /� - q j/ PROCESS WATER UN
( TOP: 251.25 N 954650.32 \ 6 x90' HDPE BEND. f'
LL.J N 954641.25 E 2363614.22 / ( `� \ � � �f �j } \ \ ® N 954734.03 / � /
E 2363574.37' ! �N 954633.47 ���/// � U J \ / 6 HDPE DR9 FIRE j� Lu
y��tt F LOCCU(Al' E 2363889.60 PROTECTION LINE i
6"x90' HDPE BEND 63 31 � � Q � !�, / - - -- -
U N 954638.83 2 \ \ \ \ \\ \, _BUILDING » ®', V 1 \I, j // ' ,i HOLD FOR FINAL Z
1_ E 2363575.08 ti�( \ \ 6 PN ( 1 i y . PIPE SIZE �j
' (\� {` /� \ N 954665.72 F-.
�a1 l ' A SEE PIPING DRAWINGS FOR Q
�' N 954677.02 E 2363909,64
N 954602.72 ( ` \ \ CONNECTION AND TRENCHING DETAILS ( � �`
`-\! \ \ \. � E 2363864.51 ,�, � .
- / s , L 63 �y \ N 954624.65 ( ` \ a\ _ N 954fi77.12 f N 954722.98 i
\ �1 /
o / / \ \ - 5.2E "x90 PVC BEND �L364034.63. / N 954730.02
/ / \ N 954667.3$ E 2364058 6
E 23638E
N 954677.49 i X
8" PIV \ \ E 2363923.19 i 20"x90' HDPE BEND
�. E 2363863.71 w FIRE HYDRANT
N 954627.33 � � � � 2 ` � / �INV 247.08 ,-
/ 2"x2"x2" PVC TEE - \. \
\- E 2363783,96 \ - T
i I N 954578.03 as -c - \ \-_- \ \ \ \ \ \ 8" GATE VALVE 12" HDPE DR9 FIRE ! p23 N 954698.8E
» „ » �� E 2364071.40
ABOVE GROUND PIPING ROAD CROSSING -E 2363647.03 - L3 \-" \ \ \ PROTECTION LINE f __ ��
12 x8 xt2 HDPE TEE ' =N 954678.51 __" � �i
5 83 LF OF STEEL CASING 1.00% _ 256 -- \ v - - - -- N 954698.99 - -- __. _ „
0052 ( ) 24 CASING _ \ N 954600.6E \ V A \_N 954623.72 _ „ ti .� E 2363943.39 2 PVC PROCESS
/ " \ . \ _ \ - - : _. E?36 41.66- - 5 WATER LINE
24 CASING ICY. 252.83 \ E 2363�2 \ \ E 2363785.02 - ` - - -� �50 -
_i 24" CASTING INV. 252.00 2gs T N 954581.00 _ _ ram_ _r _� - �- - \ - �� - - - x �� i --�,�.
N 954557.81 E 2363667.80 \ - -� T r-t-r-fir r r r r r r r ► r r--�-Lr ► r 2 ' ,l
INV. 252.00 (E 2363588.73 r • \ ram, w \ r \ r-� w V r-_L \ '3 '
954554.93, V A \ \r_ w_ �.cr7 ' � i� 2.52
E 2363589.57
n i i n FUTURE PIPE RRIDO \ V - - 2X90' PVC BEND __ _ - - - - -- - - -_ -- - --- - - __ __ __ -- -- - �! - - - - -
r ( 24" CASING Q \ 8 x90' HDPE BEND ' \ \\ N 954644.40
\ \ N 954588.19 2 PVC POTABLE /
INV. 252.00 \ \ \ E 2363873.30 r_ w r -r- r ■ w r r - w
954552.05` \ \ E 23fi3fi94.10 WATER LINE 8" HDPE DR11 \ - i
2363590.42 _ -m.I.E. 247.50 _ ._ _ _ \___ _\ -_ _ -- PROCESS - » 4"x90' HDPE BEND - - - _ _ ' -��PR E WATER LINE - kioxEI"02"
v, ,_� , ,, «R \ 24 CASING \ \ \ - \ ., 4 x9 N H9546B$ND- " " „ � - - 4 HDPE DR9 PROCESS 12 x90' HDPE BEND
N 954560.01 \ N 954644.40 20 x20 x8 HDPE TE '
24 CASING - \ INV. 252.83 \ \ \ INV 248.25 HDPE TEE MAKE-UP UNE {WELL) INV 247.08 Iw 24' HDPE BEND Z
N 954552.97 E 2363632.91 - \ \ E 2363876.71 E 2363873.34 i - 3 _
INV. 252.00 _ _ N 954578.12 �4~ N 954670,83 INV 247.08 v�
N 95469E 49" 3
\ - N 954655.94 x4
N 954548.93 E 63608.9� L 24" CASING -� E 2363668.64 \ � 1 =� E 2363925.07 E 2363945.64 E 2364075.75 ?55 N 954694.45
IE 2363591:33 y N 954540.99 INV. 252.83 -\ 24" CASING y - \ �- �� a m 236 79.47 4i
- - -
X i LY E 2363630.85 N 9545fi9.48\ N 954558.93 -INV. 252.83 \\ - -\� \ �� _ ' - - - - 12"x12"x4" HDPE TEE i ' ' E 4 w B
24 CASING / E 2363671.17954568 0
\ \ E 363702.6 N 954575.24 \ . 2S \ ? INV 248.25 -
t; INV. 252.00 _ -I 2 PVC POTABLE \ \ \ E 2363669.48 \ ` 8 \. Sj - N 954651.74 i 250 ' �d
N 954546.05 WATER LINE 24" CASING , E 2363923.18
E 2363592.18 - =INV. 252.83 12 x6 xt2 HDPE
N 954660.70- .» r T�_ % - - - - �a V)
N 954572.3E \ .�, -. � �- T �---- _ � r�,_.- _ _�__ _ ��.- _ _____ � .,
j E 2363911.11 - - i . _ - - - -
" I /( \ E 2363670.33 \ \� t0 x90 HDPE BEND
J- 2 HDPE DR11 SANITARY \ INV 248.25 ! a
SEWER FORCEMAIN \ s `. ZS N 954647.87 �
?sue �,. \ - -,- - - _ E 2363920.67 _ ` 25 a
SEE PIPING DRAWINGS FOR HOLD MR
4 5 10 20 40 �
I.E. 248.75 MSP ~ \ e CONNECTION AND TRENCHING DETAILS ` - i i y ! - iv
n uN 954490.7E
FACILITY \ -
E 2363603.41 � - - \ - \- _\ \ \L -\ - - = - _ _. �: _ » _ - - '✓ /- - -- -/ / / '� - » "
MATCHUNE - SEE DWG 26-C-DWG-0410 FOR CONTINUATION WORK SAFELY
0
nDs HxawUID AND ALL THE D+FORHATION FOR PERMIT
THEM MAINS D#PROPEMY OF solo APPROVED
RESOURCES INC.AND SHALL BE fMRNED ON DEMAND. IT IS IS W ON THE F
ODM ORTMCDMONICATED 79 ANY MM PUMSE THAN THAT STATED' ILUKA RESOURCES NC LLC AMEG NORTH CAROLINA, INC. a
PMTfI " OWN, o mm. OR CONTRACr w" "c" IT WAS MUM. ACCEPTMCE C. STILSON D. ELMORE G. WYNN ee
a
� � 402t STIRRUP CREEK DRIVE OF THIS DPAWINC SICNN0 ACCEPTANCE OF THE ABWE 00NDMONS AND COPYIW. SUITE 100
STIRRUP
a
STAMP/SEAL CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. OURHAM, NC 27703 `�'�
A AA111111Y// m
\A CAR //j�/ CLIENT PROJECT NO. � AURELIAN SPRINGS MINE & CONCENTRATOR [phone] 0
4� rz
I
ESSt O M-AS-00003 LICENSE: F-0480
EAA •'P = PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO. i
_ = 4 9 t - 17527E DSN MBE 01/13/14 CIVIL
in O 06j05j14 ISSUED FOR PERMIT SUP MBE MBE DRE GAW � 2> � t _
B 05j19j14 i$UED FOR APMAI SMP MCR MBE DRE GAW �'�'o�G..... � � SCALE PACKAGE CODE ORN SMP Ol/13/14 a
'i,;Yq "' GG CHK MGR 05/Ot/14 UNDERGROUND PIPE UTILITY PLAN DRAWING NO. REV.
51 A 04/30/14tED FOR INTERNAL REVIEW SMP MBE GAW REF NUMBER TITLE / $ E G 1 Hi
//tn n1tA
REV MMOD REVISION ISSUE DESCRIPTION DR CHK AP P P P AP REV YY REVISION ISSUE DESCRIPTION RN CHK APP AP APT AS NOTED
REFERENCES APP DRE 05/19/14 26-C-DWG-0407
9 g 7 6 5 4
3 2CAD FILE: P:\CAD\Civ\26-C-DWG-0407.dwg
6,
- 1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EK*rrHS 0 MIA 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0405 FOR CONTINUATION NOTES:
.. ... .� r !� r- T 1� �...w1� .W.......- • �� T,
/ - 250 - - / I ( - 25 / �-C 1 �- � - t 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
_- 250 r1- 250 - / / / - \ - - / r - - / 2"x45' HDPE BEND
25 i I _ �y 2. FIRE PROTECTION LINE AND NOTES FOR
w ss 9s ss ss ss ss I _ -. `�.._.___ �� -- `Y / INV 262.OQ c
F - , , 8 HDPE DR11 /-"" � - - - » �- ,�,-_ / N 955151.26` INFORMATIONAL BID PURPOSES ONLY. FINAL DESIGN I
S70RMWATER PUMP 51 - INV 247.00 I / r 2 X45' HDPE BEND 1 -�-- - --_s - i AND CONSTRUCTION BY OTHERS.
I j �� N 955005.79 %'1 I^ » r ! / / ��`+ I � ANY 247.50 �� �-�-1----- � ® E_2364594.11
DISCHARGE LINES / 8 x90 HDPE BEND f ! I N 955056.77 � �-�-� (-- -- - t�- """ - � / 265 - C,
E 2364120.21 l INV 247.00 I I I - 2 5 - --- - �- - 7` I 3. ALL UTILITIES SHALL HAVE A MINIMUM 3-FT COVER.
4 1 _. 4� ! / ( E 2364265.82 � t �- -1_
PIPE CROSSING 1 --N 955032.04 251 - - - 7~� {fit
T 8 x90' HDPE BEND / - ti 1 I �� - - � / 1
0052 0052 INV 247.00 -E 2364170.76 �0 I 1 ( 1 - l ----- / SEE DWG 26-C-DWG-0100 FOR / y 4. SEE DWGS 26-G-DWG-0051 AND 0052 FOR
/ / ( 1 -- 249 / I _ -� - - / LOCATION OF BID-ALTERNATE SEPTIC { i UNDERGROUND UTILITY DETAILS.
N 955034.07 ! 1 t A t ( - -_ _-( t 4 / 1
INV 247.00 E 2364167.04 ! /! ° i t ( t 1 1 � �� �� 260 ABSORPTION FIELD / j \
N 955001.40 1 r / i 1 I \ 1 - C / m 5. POTABLE WATER LINE AND NOTES FOR INFORMATIONAL
`� �. ® BID PURPOSES ONLY. FINAL DESIGN AND
E 2364117.81 / �\ ~ �, 1} t �' \ � _�� / / /n E / CONSTRUCTION BY OTHERS.
/ 14" CASING t - / N / / ) 1 } } } A t 1 ( / 2 x45' HDPE BEND
t 1 I / INV 261.33 I a
/ INV 250.75 / / } \ / / n
i ( / / / } \ 1 1 1 � � � � � � �' ! N 955088.66
/ N 954961.53 l / / A } A } A } ( t l j E 2364559.90 9 f
/ E 2364131.81 // I / // } \ } \\ / /
/ 18" CASING 14" CASING / / / / f / ' ! st 5s-�_ss ss- ss ss-l--ss ss ss ss ss / ss ssINV 250.75 INV 250.75 2"x45' HDPE BEND �- �-
N 954960.82 N 954962.19 , / j I f / ( INV 251.50 / / �
I / / f f / BID ALTERNATE 2" HDPE DR11 I ! f!
E 2364129.23 E 2364134.21 y i I 1 @ / I / / N 955021.39 l / I f SANITARY SEWER FORCEMAIN
E 2364330.56 / � �
If
m2l\-S
6 ABOVE GROUND PIPING ROAD / / ! (E l l f f 8 x45' HDPE BEND t l / -
0052 - CROSSING (3) 39 LF OF ROA CORRIDOR 249 / INV 245.00
-_ STEEL CASING ® 5.1% N 954943.15
/ T 18" CASING f ( E 2364234.84 _ - - - /- - -
INV 246.75 - _- �J - _ l -- _ � t f /
N 954933.54 / / - / J' - 1O' �
E 2364156 27 / » / ¢ / ! ! ( 255 f 260
- -
" 14 CASING
14 CASING INV 248.75 8 x45' HDPE BEND
INV 248.75 INV 245.00 I / - - -�-� _ - _� - _ _ - � .L / 1
tl /
N 954934.86 t �-- -_ -�-- � f - -- � - - 270
' / If
N 954934.25 E 2364160.93 N 954939.76 _ /_ _ f _ T
u E 2364158.85 E 2364230.62
17 UIL SETS K r /
to
f / 1 ( 1 I / n ! �^'PI- PL^--t' P7 p�---'�-p� ••PL,---�--.- -- "'-f�' •• •• •• -�`----_ -.-... .._'
8 HDPE DR9 PROCESS T-'t j PL PE Pw P •• -; - /
Z ( by PL
MAKE-UP LINE (MUNICIPAL -� / -� -PE---�`H>H PI PL PE Pi' PE'• PE PE },
WATER) I / l
_ _�� - / ! I I / i / / ! / /
/ ( r
Lot-
/ 8" HDPE DR9 PROCESS
I I ✓ MAKE-UP LINE (WELL)
d � / � � � ! //i I % 1 / � t • I ! I I i ( l/ l I! 11 // // 1 ( tt � /!
UNPAVED OVERSIZE / / t / / !I I I I ! / / / / ,� // / / KEY NOTES: tD
STOCKPILE AREA / II 1 I I ( I / cV`O !
N.C. GRID COQRDINATFS 1. SEE DWG 26-G-DWG-0222 FOR PROFILE WITH
N 95493i.54 INVERTS.
I ! E 2354303.45 /
CD / I I N t f ( ! ! I I COMBINED FACTOR: 1.00005451 / t 2. SEE DETAILS 1 AND 4 ON DWG 26-C-DWG-0052
© FOR UTILITY CROSSING INFORMATION.
252
l
_ - _ - - - -
- t / // / / / LIMITS OF CONSTRUCTION / E
4
C
ii INV 246.00 f t INV 246.00
N 954788.78 f N 954790.19
E 2364274.91 / E 2364279.71 ' I � ! I
2"x90' PVC BEND 253 - / l 1 / ll / I ( / f / / ! ! f
_N 954727.98 /
E 2364129.90
M
253 25;
ti 2" PVC PROCESS 8"x4"x8" HDPE TEE,
WATER LINE 251 �� v INV 248.54
- \\ N 954752.31
OT , - 4" HDPE DR9 PROCESS \ - - _ _ - E 2364285.61 f / /
U - - MAKE-UP LINE (" WT
V' rr-- G- - INV 248.50
N 954758.52
«. 12" CASING \ ! / /) E 2364288.99 I / 1 1 / / / z
ri INV 252,00
N 954698.15
J E 2364134.70Id
B 12" CASINGL�
-INV 252.00 0 8" HDPE DR9 PROCESS
N 954698.74
E 2364136.62 - MAKE-UP LINE (WELL)
ABOVE GROUND PIPING ROAD CROSSING 6
c> ( \.(2) 70 LF OF STEEL CASING ® 1,43% 0052
a
�.� j/ // j It 0 5' 10' 20' 40'
-.- '• tV
to
oIf
- \ \.�i 1.\ .�� ��� ...I 1, 111 1 /00
MATCHLINE - SEE DWG 26-C-DWG-0411 FOR CONTINUATION WORK SAFELY o
`nss DRANMG AND ML THE NNOMATiON THERON ROOM THE PROPEW OF OM APPROVED FOR PERMIT
RE NRCES W. AND StN.L BE RENflNED ON DDAWD. IT IS �ON THE Q
CONDITION THAT. EXCEPT TO w Y OI PFAIAR OS T MUST NOT� R£PRODlN:E9. � II..UKA RESOURCES NC LLC AMEC NORTH CAROLINA, INC. a
wPNu OR coWMUNMarED m Axr oNEr PURPosE-Tww nuT srATEo ON THE
PARRCUTAR ENO M, ORDER. OR COND+Aa VM MACH IT W ISSIM ACCEPTAN7CE C. STILSON D. ELMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE
OF THIS DRAWINO SiONRTES ACCEPTANCE OF THE AME CDNIXOO 75 AND COPYRIGHT' SUITE 100
STAMP/SEAL ;H!!rrrrJ CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM, NC 27703 ame& a
1 A '. , CAR ���i CLIENT PROJECT NO. AREA [phone] ^ A
n �` . .........0 �F� AURELIAN SPRINGS MINE & CONCENTRATOR LICENSE: F-0480 c�r0
<� � ego ESStp 9, �,� M-AS-00003
�D,Q AL ` P ; PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO.
t4 981 CIVIL
175276 DSN MBE 01/13/14
/ / DRN SMP 01/13/14 `*
C 06 05 14 ISSUED FOR PERMIT SMP MBE MBE ORE GAW k�G���``~ SCALE PACKAGE CODE a
8 05/19/14 ISSUED FOR APPROVAL SMP MCR MBE DRE caw q "" EG , UNDERGROUND PIPE UTILITY PLAN DRAWING NO. REV.
n A 04/30/14 ISSUED FOR INTERNAL REMEw SMP WE GAw REF NUMBER TITLE I r r 111101, ` CHK MCR 05jOt j14 0
AS NOTED
R REVISION ISSUE DESCRIPTION R P REV MDD REVISION ISSUE DESCRIPTION DR GHK AP P REFERENCES APP DIRE 05/19/14 Z6-C-DWG-O4O$ C
EV M
t �J
6 � 3 2 CAD FILE: P:\CAD\Civ`26-C-DWG-0408.dwg
v
1

rEMS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHMS 0 MM 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0406 FOR CONTINUATION NOTES:
1. SEE DWG 26—C—DWG-0003 FOR GENERAL NOTES.
N 954459.46 ffi`T
\ { a \ a \NIT E 2363557.82 i 2. FIRE PROTECTION LINE AND NOTES FOR
F i f o OR i N INFORMATIONAL BID PURPOSES ONLY. FINAL DESIGN
\ {" FIEL / ' AND CONSTRUCTION BY OTHERS.
3. ALL UTILITIES SHALL HAVE A MINIMUM 3—FT COVER.
- j
SEE DWG 26—C—DWG-0502 FOR � ss $ 39 ! I 4. SEE DWGSRGRO 26—C—DWG DETAILS.
AND 0052 FOR
ABSORPTION FIELD DETAILS (AREA\ Jcm-f,mr,�o.i UNDERGROUND UTILITY DETAILS.
i TO REMAIN UNDISTURBED UNTIL \ { ss ss 5. POTABLE WATER LINE AND NOTES FOR INFORMATIONAL
FIELD CONSTRUCTION \ , INV. 257.08 !
\ BID PURPOSES ONLY. FINAL DESIGN AND
\ SEE DWG 26—C—DWG-0100 FOR N 363524.04 { /
LOCATION OF BID ALTERNATE FIELD \ E 2363524.04 { / L N 954435.47 c { CONSTRUCTION BY OTHERS.
\ \ \ 1 to
'0 0 I E 2363564.5 1 t
\ i t N 954426.62 I N 954447.47 /
\ \'\ N 954402.78 \\ i E 2363545.07 i E 2363 79.75 0/
• " v
6 1, 2 i
2" HOPE DR11 SANITARY
SEWER FORCEMAIN
t \ i (PROVIDE 3' OF COVER) '
/ I E
\ ` SANITARY /
( \ \ 6 ABSORPTION FIELD {
EXPANSION AREA /
DAMES WAYNE BANKS, ET UX
D.B. 16,36, PG. 396 \ \ 0 / {
P.C. 5, St. 372 i A l \ B R \ /z
ill ( ( ` \
� I i \� \ �\ \ f� N 954329.00
\ E 2363614.85 f O
D N 954305,16 ' 0
\ l E 2363581.49
LIMITS OF CONSTRUCTION
\ 1
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65 I
1
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o
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o
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WORK SAFELY
"S MOM(:Mro ALL DW WOW" MWN FEW=DW PROPERTY OF IM APPROVED FOR PERMIT
< RESOURCES MG Mm SW4L BE RET/M ON MAND. ff IS ISSUED ON 7!M p
OOM O W. EXCEFUMAT wTO AlW QT PERMISSION, 7 raUsr NOT �UKA RESOURCES NC LLC 11 NORTH CAROLINA, INC. a PAM OR CaAMUNICAIFD ro R ODIER PURPOSE DUN THAT SEATED ON THE
PARTR UtAR EHDU&iY, ORDER OR CON E OF TYRE *OCH R WAS ISSUED. ACCEPTANCE C. STILSON D. ELMORE G. WYNN 4021 STIRRUP CREEK DRIVE � �
OF THIS D24nNc AfxEPTANCE of lHE,�sovE corromal5 AND atr:
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. SUITE 100
A STAMP/SEAL DURHAM, NC 27703
t,> �� N CAR"/ CLIENT PROJECT N0, AREA AURELIAN SPRINGS MINE & CONCENTRATOR LIGENSE29—5400 F-0480 N
�> O " ...........ESSS M—AS-00003 d
� y PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO.
AL _ CIVIL I
m
3 c -0 7 5711 ISSUED FOR PERN(f S41P Nl MBE caw q 1 175276 DRN MBE 01/13j14
DRN SMP 01/13/14
B 05/19/14 1830E0 FOR APPROVAL SNP NCR MBE DRE CAW % O G N SCALE PACKAGE CODE o
{; A 04/30/14 ISSUED MR 11170Al REMEN SNP NBE>' GAW REF NUMBER TITLE �ti� B..,�GG``�. CHK MCR 05/01/14 UNDERGROUND PIPE UTILITY PLAN DRAWING NO. REV. o
REV M DYY REVISION ISSUE DESCRIPTION ORIN CHK APP APP APF AFF REV MM DYY REVISION ISSUE D€SCRIPT10N DRN CHK AP P JhirnlT� AS NOTED 26-C-DWG-0409 C
REFERENCES APP ORE 05/19/14
J 8 7 6 5 4 3 2 CAD FILE: P:\CAD\Civ\26—C—DWG-0409.dwg
I
1

TERM 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIOHM 0 MIA 10 20 30 40 50 60 70 80 90 100
MATCHLINE - SEE DWG 26-C-DWG-0407 FOR CONTINUATION NOTES:
- \ , '' < \�' I _ - - � ' - - - r � - 1 .._A j 6 ".. . - ' I , 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
- r TRUCK Wt3SI+
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' � •�n 2" HDPE DR 11 . ' ( � � ' � ` , \ - _ - I I . I 1 - - I - ' ' . ' " . " ' �'-'.� ' ' I ' r . � � � i"y ' ' r r - - - /�`�� 2. FIRE PROTECTION LINE AND NOTES FOR
F SANITARY SEWER I \ - - f ` - ~ - - -- - - _ .- _ r \/ INFORMATIONAL BID PURPOSES ONLY. FINAL DESIGN
FORCEMAIN � __'
- l \ -- _ - - - _ �! - - - _ i I -_ AND CONSTRUCTION BY OTHERS.
12" CASING , - _ -- ti - - = - -' - - I r _ ' �/ n I N 954597.19 - - - 3. ALL UTILITIES SHALL HAVE A MINIMUM 3-FT COVER.
' � -HOLD FOR FINAL E 2364112. 1
6 INV 256.50 I 1 " \ _ _ - - q
1 0052 N 954501.94 \ ' � � - _ _ - - - - - - �_ -- - - � ! - - - - r --- - - - -
4. SEE DWGS 26-C-DWG-0051 AND 0052 FOR rn' TIE-IN LOCATION
E 2363685.12 I \ . - - 1 - UNDERGROUND UTILITY DETAILS.
\ I /, 5. POTABLE WATER LINE AND NOTES FOR INFORMATIONAL
Q \ \ " - � w,
i I, I ` _ - _ - - - - - - - - - - - BID PURPOSES ONLY. FINAL DESIGN AND
N � ( \ ` - - - _ r - - - - - - - - - - CONSTRUCTION BY OTHERS.
l I I - 2" PVC PROCESS
1 I _ _ ; WATER LINE
2"x90 PVC BEND
I . 1 i I �' l .� � 1, . . _ - �.� ' ' . N 954594.31 / - - - - _
\ . ' - . - _ � , i . j/ E 2364113.65 / -
\ \ i /
v� . / cv \\ \�= '- � ✓ CONCENTRATE t/
I - N, . / \� �` w• / . / SUMP I / E E I - _
r
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i � f \ STORAGE AREA -
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p I 1 I - v'
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a I ti . WATER LINE �\ \ ; /
I / ` \.
I ( - ` \, . . . . . .
N 6 \ • I N
0 ( I \ 8" Hp
_ PE DR9 PROCESS � - �..� _ ,� � �. I
\ . 263 MAKE-UP WATER LINE {WELL) --__ _ ' ?_57
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w I \ - _- - - - � " - - - - - - --
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f__ _. _
I h� 8"x90' HDPE BEND � ____ - - _ _ _ - T ..--_--. - _ ._ _ ,-___IIIIIIII
I ti N 954297.91 �__ ; % --263 _ - \ - -- 265
Z ( / E 2363755.09 _ - - - ---A -- -
/ I _______-_ - _ ---
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n - '-'-_ '
r
ri- )- j _ 2"x45' PVC BEND _ - - -. -- -- - 272_ - - - _ J _- _ C - _ = I _ - -
- - - - - N 954238.94 _ 40' BUILDING SETBACK t_ __� _ �____ _ - - - - -� - � - - - - - ' --F--� -- -- h-� _-40' BUILDING .SETBACK
� - _ - - - -
f E 2363746.49 _
c -
27G
/I ` \ r - _ 265 _ - _ __-___ - - - - ---�
_ -
// ,��,0 2"x45' PVC BEND _��.� -_ ----__ _ ___ ._ 265 -
N 954225.48 _ - -----------_- \
iA // P Q.. C E 2363771.12 PHO f1 • FA NT ��------ _._ .-_ .-._.-. 2 ROANOKE K_EC7RtG`_vf r E3?S7-7tP--'�.-..._.. ~-~-- ...- ___- _.._. _`-'_ .--',____ --
. _ - -
/ l V � L l i 7RPORATION OVERHEAD f L C -� �_ -- - .�_ - -�- - - -
rh / o I Q I 4 N 954224.43 / / - �_ \
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q 4 E. ?�i6 771.4 N 954225.84 \ -Ex--,- E,-- -E _
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E 236 776.23
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�- EXISTING TELEPHONE I METER, TAP'..BACKFLOW PREVENTOR, �` D
PEDESTAL TO BE RELOCATED. I AND WELL JACK AND BORE. PERMIT LO AL CONTRO4_SET
BY CARDNO. SEE PLANS BY CARDNO. FIT IRON ROD SET FLUSH WITH GROUND
u ( i N 954340.62 E 2354222,51 ( 7 EXISTING FIRE HYDRANT TO BE
f RELOCATED. PERMIT BY EL 261.90 a
(O CARDNO. SEE PLANS BY ( _____. _-__:_ _.._.._ _ 0 5' 1O' 20' 40' In
CARDNO FOR RELOCATION. T -- EN
to
I 1"=20'-0" 1
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WORK SAFELJ ..
`M OMWMD um AM THE WOW" MICH PAWNS THE PROPERrc OF B.UM aoFltea+r®ma �.I
RFSOIMM MC.AND SHALL BE REROM ON 00AW. rr IS Is M ON APPROVED FOR PERMIT
COND" THAT, D=q WRH w ISH PEFUSSIN, R M)sr WT W REPRMM. 11 i V KA RSQUeEs NC I I C AMEC NORTH CAROLINA, INC. n
Oft C m>�cr wr M RTMWAS C. STILSON D. ELMORE G. WYNN 4021 STIRRUP CREEK DRNE
OF THIS.DRAWMC ACCEPTANCE OF THE AKNE CONW MS AND COFMGHr: SUITE 100
N CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR.
/� STAMP/SEAL s k S t:t I r/r DURHAM, NC 27703 m
I f� , �\`% CAP "'/, CLIENT PROJECT NO. AREA LCENSE9 F-0480 cv
�� SSi 1.2� / � AURELIAN SPRINGS MINE & CONCENTRATOR M
n M-AS-00003 .
t � � y<iy "% <r•
PROJECT NO. ACTIVITY NO.
SEAL BY MMDDYY SUBJECT CLIENT SAP NO, I
T s 04//,0+t+98a,¢. _i 175276 DSN MBE 01/13/14 CIVIL
m C 06/05/14 ISSUED FOR PERMIT :SMP MIS MBE DRE CAW I ��''F.Y "tN .' �N� ORN SMP 01/13/14 .*
6 05f19J14 ISSUED FOR APPRtWAL SMP MCR MBE ORE GAW �i� q B ' �G`�` SCALE PACKAGE CODE CHK MCR 05 01 14 UNDERGROUND PIPE UTILITY PLAN DRAWING NO. REV. ..
i A. : 04/30/14. � EDI I -.FOR INfERM REVIEW SMP MBE GAW . :..REF NUMBER . TITLE h11'llx / /
" REV MDDYY REVISION ISSUE DESCRIPTION D N CHK P A P REV MDD REVISION ISSUE DESCRIPTION D CHK P APP AMP . REFERENCES - AS NOTED qpp DRE o5/19/I4 26-C-DWG-0410 C
i'
c
i 9 4 3 CAD FILE: P:ACAD\Civ\26-C-DWG-0410.dwg
2 1

TENM 0 INCHM 1 2 3 4 5 6 7 8 9 10 BOHM 0 MM 10 20 30 40 50 60 70 60 90 100
MATCHLINE — SEE DWG 26—C—DWG-0408 FOR CONTINUATION NOTES:
\\ ABOVE GROUND PIS ING�ROAD CROSSI 6 ^i 1 l j (� t i 1. SEE DWG 26-C-DWG-0003 FOR GENERAL NOTES.
( / I
(2) 70 LF OF STEEL CASING � 1.43% 0052 f 2. FIRE PROTECTION LINE AND NOTES FOR
DESIGN
\ !- ��''' � f C
F — — f INFORMATIONAL BID PURPOSES ONLY, FINAL
AND CONSTRUCTION BY OTHERS.
12" CASING 3. ALL UTILITIES SHALL HAVE A MINIMUM 3-FT COVER.
INV 253.00
N 954633.46 _ — ' —
E 2364155.76 ` — _ f / i /� t / J lI 4. SEE RGR ND UTILITY
DETAILS.
AND 0052 FOR
� / I �� ll UNDERGROUND UTILITY DETAILS.
12" CASING �i C I I / f / �� / 5. POTABLE WATER LINE AND NOTES FOR INFORMATIONAL
INV 253.00 v / i 1 / BID PURPOSES ONLY. FINAL DESIGN AND
N 954632.90 \ / X /
�� / 1 j I Y CONSTRUCTION BY OTHERS,
E2364153.84v
— 2"x90' PVC BEND
N 954633.46
E 2364155.76
t I
2" PVC PROCESS WATER LINER
260
8" I 1
HOPE DR9 PROCESS MAKE-UP
LINE (MUNICIPAL WATER) i I
1 I
8" HOPE DR9 PROCESS
N MAKE-UP LINE (WELL)
I I LIMITS OF CONSTRUCTION
o I I N
Q TEMPORARY TOP I! 1
STORAGE AREA ( — — — — — — —
c
cli
t t
o
c)
D 0 In
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a
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8"x90• HOPE BEND - f\ 4 1
p , . N 954477.19
co ( E 2364366.30 1 m
N
if
j I 1
,n
(o — 1 \ - 265
�� \ 40' BUILDING SETBACK
J J 3 8" PLUG VALVE N 954416.03
/ N 954417.46 2364389.45
/ o 0052 E 2364389.03 METER, TAP, AND @ACKFLOW I I\ i
r PREVENTOR. PERMIT BY CARDNO.
,,� {{ ..d \ SEE PLANS BY CARDNO.Ld
I
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CIL Ex
PL
�7�Pi Q P� Pt Pt Pi
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S 30 002
................... .. .. .. ::: .. Y, _ _ _ _ W - - - -- - - -, _ _ —.. - __ _e _S 73°52'ST�W- ------- - -- - --- -- - -
AURELIAN SPRINGS ROAD
237.12 - - - - -
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Tres D "4G AND AM THE WDf MTM THOM REUNMS TW PROPM OF R.OxA APPROVED FOR PERMIT
R Rib AND %W.1 BE RER04M ON DEMAND. R ISWAD ON 7K
COMDmtO THAT. UWA WTni WRRiEN PEaM I R MUST T A REPRODHi D, ILUKA RESOURCES NC LLC AMEC NORTH CAROLINA, INC. a
o COP�O OR MT. fXMATED H AMY OfIffR NORPO tr MIL 7HAT SK I ON DU
PARM" E MM. OPOM OR CONK=WIN *" R M MM. ACCEM MCE C. STILSON D. ELMORE G. WYNN ( 4021 STIRRUP CREEK DRIVE
Lh OF TM DRAWM7O MM ACCEPTANCE OF THE AMW CONDR M AM COPYWW.'
CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. SUITE 100
STAMP/SEAL DURHAM, NC 27703 am
�,��`� CA���/��if CLIENT PROJECT NO. AR� AURELfAN SPRINGS MINE & CONCENTRATOR ( ) �r
Y t W+ l i 905 829-5400 °
(1A . . ... Q i� LICENSE: F-0480 cli
ESS1p` �i� M-AS-00003
` PROJECT N0. ACTIVITY N0. BY MMDDYY SUBJECT CLIENT SAP NO,
a> -040 8 175276 DSN MBE 01/13/14
CIVIL
= c �/05/14 DIED FOR rT SMP M� M DRE CAW C f �, I
��'•.Fw 5 . t�, DRN SMP 01/13J14
B 05/19/14 ISSUED FOR APPROVAL SUP Mat MBE DRE GAW i�f�y.. �G:•�� \�
IN SCALE PACKAGE CODE 0
., q G CHK MCR 05/01/i4 UNDERGROUND PIPE UTILITY PLAN DRAWING NO, REV.
A 04/30/14 ISSUED FOR INTERNAL REMEW SUP MBE caw REF NUMBER TITLE / B. �� a
�,,Irn',�Y�` AS NOTED 26-C-DWG-0411 C
REY DD REVISION ISSUE DESCRIPTION D CHK P P P REV DD REVISION ISSUE DESCRIPTION d N CHK P APP AP REFERENCES APP DRE 05/19/14
9 8 7 4 3 2 CAD FILE: P:vCADvCivv26-C-DWG-O41 1 ,dwg
�� 1

TENTHS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHTHS 0 MM 10 20 30 40 50 60 70 80 90 100
CAST FRAME AND COVER
F 174" CONCRETE GRADE RING
(AS REQUIRED)
166"
a:
"
a1
d:.
r \
°:;a ° n e a a a a,o a a a:.o a d .a a e,;o. a ° ej a a °:fa a,e a � a,o a,. a a ° `n•d.' e,e ae,. d,o a,o Ca, e,a o °:>, v a,° a,.
\2" HOPE D)11 SANITARY ~\\
/SEWER FORCE MAIN i
{ K SEE DWG 26-C-DWG-0407
i° „a FOR CONTINUATION
., i . r . :l6 as °,II i v v,a vi
' ° a a a e,° a•v r r, a,v a_fi a, e.,A(a, ° a`y a, a•o9'a• a, a,- ,a, a• d ${
e° f
o°e
ALTERNATE FORCE MAIN
LOCATION. CONTRACTOR TO
PROVIDE BID SEE DWG 26 AC DWG 0407
20"0 MANHOLE OPENING CONTROL PANEL j
ao FOR CONTINUATION
24"0 MANWAY
0"0+ INLET
E E
e°- O R A
6 STRUCTURE AA1 -
° PUMP TANK
RIM EL 251.00t
INV IN (E) 247.84
N 954812.89
q E 2363622.58
INV OUT (W) 247.00 6
N 954808.67
d= a
E 2363608.18
DOUBLE CLEANOUT
<:
0052
d a °
a° a a °•
J� 7 LF 6" PVC i$
1.0%
D .. TOP EW 1 a a tl..° a a a a d n :.d a.° p` n e .r a•. y
2-1/2" TAPER 4" STRUCTURE AA2 - 2
8 SEPTIC TANK 0502
CAST RIM EL 251.50±
COVER SECTION
AND D SECTION WEW INV IN N 54818.91 248,08
D G t�
E 2363643.13
>a INV OUT (W) 247.91
CONCRETE GRADE N 954 . 1R
174" ALUMINUM PLATE WITH PUMP INFORMATION E 2363643643,13
13
RING (AS REQUIRED) STAMPED IN PLATE TO BE ATTACHED TO INSIDE DOSING TANK CAPACITY:
8 5/ "0+ LIFTING HOOKS OF CONTROL PANEL DOOR IN PLAIN VIEW.
24" LIQUID STORAGE = 3112 GALLONS
27" TOTAL VOLUME = 3695 GALLONS q
WATERTIGHT ELECTRICAL 2 7 6
JUNCTION BOX <.v 22" PUMP HP 50.2 GALLONS PER INCH0
4 CAPACITY GPM 50 MAXIMUM DOSE = 753 GALLONS (15") M
PUMP COOLING = 653 GALLONS (13' �y
°a` ♦ a %,e. o %a a a°, a i >, r a..oa a %6I a i° a a o 'a %a', r o°a° ° i° _
v. p a; a a° ° < < ¢ 4a < d ,a • a,,. d • o > ;..d a- :va 50 UNUSED (ALARM) 251 GALLONS (6")
TOTAL DYNAMIC HEAD TOTAL = 1657 GALLONS 34
ll 20" ( ") HOSE BIB
- ,o .: .., ,o oy ,n a,o y a,° r,o a a, a d,y'. a, o,: a tl,.,a, s, a,. a, d, a, a,' y a, d, a, a,y a, a• a• 89
6"0 INLET OPERATING
3220
;; NG RPM J
SANITARY TEE oNO.
1 1
AT INLET IMPELLER NO.
i C FLOAT POLE ASSEMBLY WITH VOLTS 200 SEWER LINE
�VTTY SANITARY d >R /�
STAINLESS STEEL HARDWARE 8 l�
STEEL AILS AND HARDWARE AMPS FOR DETAILS "
SEE DWG 26-C-DWG-0407
8.5 PROTECTION LINE�E
�� ;. 12" EXTENSION
AT INLET PHASE 3
n [ r r
FLYGT
J aQ<
MANUFACTURER
0.Av
7
MODEL N0. C 3057 HT3
tl•y de4
2"0 OUTLET
-!f�
d •� DESIGN DATA:
PUMP STA T/ON PLAN PLANT "°'�' Z
d ALARM ON c;1z 245.26 d, AS SHOWN ,y
00
1. EARTH COVER = 5 FEET MAX
LEAD PUMP ON ® 2 `O p 2. ALLOWABLE WHEEL LOAD = 8000 LB MAX NdR
2; „ I 3. CONCRETE MINIMUM COMPRESSIVE STRENGTH = 5,090 PSI Q 28 DAYS f/
a, 4. UFnNG HOOKS ARE I" DIAMETER, ASTM A36 COLD ROLLED STEEL H�
m 2"BALL VALVE 5. SEPTIC TANK UD IS REINFORCED WITH #3 REBAR SPACED AT 12" OC GRID.
6. SEPTIC TANK BOTTOM AND SIDES ARE REINFORCED WITH 6 X 6 W8.0 X W8.0 WELDED 0 1' 2.5' 5' 10'
2"CHECK VALVE WIRE FABRIC. z
Tw 7. ALL CONCRETE SURFACES ABOVE THE LIQUID LEVEL ARE COATED WITH AIRLESS ASPHALT. " " 3
CASTING WEIGHTS 1 =5 -0 N
WEIGHT OF LID: 8.497.6 LBS w
1 WEIGHT.OF 'TANK: 17,222,8 LBS
TOTAL°CASTING WEIGHT: 25,720,4 LBS
16
z NOTES: a
0 1. SET PUMP ON FLOAT SWITCH ELEVATION WHICH YIELDS THE REQUIRED DOSE VOLUME OF U)
DOSING PUMP 753 GALLONS,
a 2. RECOMMENDATION.
CONTRACTOR SHALL INSTALL CONTROL PANEL ACCORDING TO PUMP MANUFACTURER'S NOTE: THIS DRAWING PROVIDED FOR BID PURPOSES ONLY. FINAL RECOMMENDATION, ; �
° 3. COORDINATE POWER & ALARM SERVICE PRIOR TO CONSTRUCTION ACTIVITIES cl-
�� a,v •.,tl,. + v;`a•+ a o a r °A
Av
DESIGN AND 0 C NSTR TI. ➢ UC ON DRAWINGS WILL
4, ONLY NON-CORROSNE MATERIALS SHALL BE UTILIZED WITHIN THE DOSING TANK AND FOR LL BE BY HALIFAX
C� s,e i a • a . ♦ vio v i• ° a° a a v°i:` v i v a`o°,a °,a v a:` ° i d'
v
tINV, 242.0 THE RISER COUNTY HEALTH DEPARTMENT m 4" AND UD (NO GALVANIZED, PAINTED, OR EXPOSED STEEL, �
2-1/2" TAPER 5. AUDIO VISUAL ALARM CIRCUIT MUST LOCK ON WITH ANY PUMP FAILURE WITH MANUAL
SECTION VIEW RESET.
i
3, 000 GALLON (LIQUID CAPACITY) PUMP TANK 6. REFER TO ELECTRICAL DWGS FOR ELECTRICAL DETAILS AND POWER CONNECTION.
0407 NTS WORK SAFELY
0502
1HIS DRMWM AND ALL THE RffORMAIM 1HFRON'REMINS THE TGROFERIv OF uua armart®ma
REsamcEs INC. ANo sHAu ee REIURNm'a+ oEuwo. R s ISM ON THE APPROVED FOR PERMIT
CONDITIONO THAT. CAT `ym' ANY OI � IT
MUST NOT AT REPRODUCED, ILUKA RESOURCES NC LLC AMEC NORTH CAROLINA, INC. n
n - CODU OR HONMUNLITED TO ANY OTHER,_PURPOSE IT THAT T BE P ON THE
TMRHCOIAR BMW, OR M OR CONTRACT WITH WHICH TT HAS MUM.ACCEPTANCE C. STILSON D. ELMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE
OF THIS DRAWING SIGNIFIES ACCEPTANCE OF THE AW& COlW IM AND CDPMGW SUITE 100.
STAMP/SEAL CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM; NC % 27703 am a
CLIENT PROJECT N0. AREA [phone] A
AURELIAN SPRINGS MINE & CONCENTRATOR LICENSE: F-0480 a
M-AS-00003
PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP N0.
N NOT 175276 DSN SMP 03/24/14 CIVIL
C 06/05/14 15SUED FDR PERMIT SMP MBE M� DRE caw TO BE SCALE PACKAGE CODE DRN SMP 03/25/14 0
B 05/19/14 ISSUED FOR APPROVAL SMP MBE M� a raw PUMP STATION DETAILS DRAWING NO. REV.
A 04/30/ia ISSUED FOR INTERNAL. REVIEW SMP MBE MBE caw REF NUMBER TITLE USED FOR CHK MBE o4/22/t4
REV MM REVISION ISSUE DESCRIPTION D CH APP REV M D REVISION ISSUE DESCRIPTION CH A P APP P REFERENCES CONSTRUCTION NTS /19/14 26-C-DWG-0501 C
APP ORE 05
9 8 7 6 5; 4 3 CAD FILE: P:\CAD\CIV\26-C-DWG-0501 .DWG

TENHMS 0 INCHES 1 2 3 4 5 6 7 8 9 10 EIGHMS 0 MM 10 20 30 40 50 60 70 80 90 100
NOTES:
1. FOR GENERAL NOTES SEE DWG 26-C-DWG-0003.
SIDE VIEW 24" CAST IRON RING & COVER WITH 2. ALL UTILITIES SHALL HAVE A MINIMUM 3' OF COVER. F
F i / CUTAWAY GASKET (GASTIGHT) STANDARD f
N 954544.53 �� � - ° ° 86 -- - °-" ° v ° ° j '" "Q N 954567.31 / F AS REQUIRfO 3. ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE
E 2363446.33 E 2363524.06 WITH NORTH CAROLINA SEWAGE HANDLING AND DISPOSAL
r� REGULATIONS AND SPECIFICATIONS, LATEST EDITION.
T Un
956 _ _ -- -- - -' "� ly / /// � PogER_6"-..- : •'i RISER-3* 4. REFER TO "REPORT OF SUBSURFACE EXPLORATION AND
/ , GEOTECHNICAL ANALYSIS AND REPORT OF DRAINFIELD
INV 254.v V
V 256.00 / CONCRETE GLEAN-OUT COVERS RISER-6"' ' _ EVALUATION" BY ATC ASSOCIATES OF NORTH CAROLINA, DATED
INV 255.15 AIW255.75 // 24" CLEAR OPENING, EACH END JANUARY 31, 2014, FOR SOIL BORING AND PERCOLATION
TEST RESULTS.
INV 255.5Q
INMT
A PERMIT IS
RED FROM THE HALIFAX
r- r
r 258' MLET 5 DEPARTMENT OFQHEALTH PRIOR TO CONSTRUCTION.
4" INLET &
° OUTLET PIPE 8` o NOTES:
1 oo AND FITTINGS m z
'n STANDARD p 1. SEPTIC TANK, ALONG WITH THEIR MANUFACTURERS, MUST BE APPROVED PRIOR TO NCDENR NOTES:
r o o n INSTALLATION.
2. SEPTIC TANK SHALL BE COMPLIANT WITH ASTM C1227. 1. SEWAGE TREATMENT AND DISPOSAL WILL BE INDIVIDUAL
3' TRENCH SECTION (TYP) env o-j o 3. THE INLET COMPARTMENT OF ANY SEPTIC TANK SHALL NOT BE LESS THAN 2/3 OF THE SYSTEMS.
/ 10 TOTAL TRENCHES AT 1/4" PER 10 FT / ?59 TOTAL CAPACITY OF THE TANK.
! /� � .,„ ,,, . ;"_,�; .r. .,;::,. .,,.. . z...•;;, ,,- : , , ,• . 4. SEPTIC TANK SHALL BE WATERTIGHT, INCLUDING ALL JOINTS AND CONNECTIONS. 2. THE PROJECT SITE IS NOT WITHIN THE 50-YEAR FLOOD ZONE.
5, TOP OF BOTH INLET AND OUTLET TEE SHALL BE GREATER THAN 2" FROM THE LID.
14'-6" 6. COMPARTMENT PARTITION SHALL BE AT 1/3 THE LIQUID DEPTH AND 8" CLEAR ABOVE 3. SIZING REQUIREMENTS:
E THE LIQUID LEVEL. 0 TYPE OF OCCUPANCY = OFFICE/BREAKROOM E
7. ACCESS OPENINGS MUST BE WITHIN 12" OF FINISHED GRADE AND HAVE FINAL COVER NO. OF EMPLOYEES = 45
- - -" 257 i THAT IS CROWNED OR SLOPED TO SHED SURFACE WATER. 0 SEWAGE FLOW RATE = 35 GPD/EMPLOYEE
9 lYP 8. THERE SHALL BE 2 ACCESS OPENINGS, GREATER THAN 18", OVER INLET AND OUTLET. 0 TOTAL SEWAGE FLOW RATE = 1,575 GPD
9. PRE-CAST CONCRETE TANK SHALL HAVE A MINIMUM WALL, FLOOR AND ROOF t MINIMUM SEPTIC TANK SIZE = 0.75 x 1,575 + 1,125 =
m THICKNESS OF 3". THE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,307 GAL
f \ f air - 3,500 PSI AND PRODUCED IN ACCORDANCE WITH THE PRACTICES OUTLINED IN ACI SEPTIC TANK PROVIDED (V) = 3,000 GALLONS
tO 3' TY STANDARDS 301 AND 318. • MIN. LONG TERM ACCEPTANCE RATE (LTAR) USED = 0.45
\\ P f1 ff \\ / ABSORPTIONBSORPAREAP PROVIDED = 10 ROWS x 120' TRENCH
LENGTH x 3' TRENCH WIDTH = 3,600 SF
4" PERFORATED PVC PIPE (TYP)
(CONTRACTOR TO PROVIDE CALCULATIONS AND SHOP DRAWINGS TO ENGINEER)
HOLD FOR VALUE FROM COUNTY 3, 000 GALLON (LIQUID CAPACITY) SEPTIC TANK
0501
NTS
ABSORPTION FIELD
2'x4' CONCRETE MANHOLE NOTES: D
\ \ \ j 1. PVC PIPE SHALL BE SCHEDULE 40.
259.00 259.00 _
2. ALL OUTLET INVERTS ARE TO BE LEVEL AND FROM
7
4 TO 6" ABOVE THE FLOOR OF THE BOX.
\ f \ vvi vv vvv vvvv vvwv vvvvvwvv v v �vi % ivvi
3. INLET INVERT HEIGHT IS TO BE 4" MIN. ABOVE
OUTLET INVERTS.
4. EACH FIELD LATERAL IS TO BE CONNECTED
INDIVIDUALLY TO THE DISTRIBUTION BOX AND IS NOT
TO BE SUBDIVIDED.
rn I
5. THE BOX SHALL BE OF WATERTIGHT CONSTRUCTION.
\ I INV 255.74 } } A ;
\ } \ : : 2"+ti INFLUENT " 2"0 INFLUENT 6. THE BOX SHALL BE INSTALLED ON CAST-IN-PLACE
(2) 4"0 EFFLUENT 2 HOPE FORCEMAIN (2) 4 0 EFFLUENT 'p.,; 4' HOPE FORCEMAIN OR ON A PRE-CAST CONCRETE PAD THAT EXTENDS
i PVC LINES
INV 255.39 INY 255.99 ' 1, o PVC LINES o 257.08 3" BEYOND ITS EDGE, OR ON COMPACTED SOIL.
256.75 32" 8" THE DISTRIBUTION BOX MUST BE LEVEL AND STEADY.
PRECAUTIONS MUST BE TAKEN DURING BACKFILLING
INV 255.20 f INV 256.24 ' N 954450.23 I' 256.42 TO PREVENT SHIFTING OF THE BOX.
\ I! \ '• E 2363558.40 7. ACCESS TO DISTRIBUTION BOX SHALL BE PROVIDED
J \ / BY A MANHOLE AT THE TOR WITH MINIMUM
DIMENSION OF 20" SQUARE OR 24" DIAMETER.
\ N / MANHOLES SHALL EXTEND TO WITHIN AT LEAST 12"
! - ! 0 " OF GROUND SURFACE AND PROVIDED WITH
PERFORATED PIPE ' PVC LINESFFLUENT SUBSTANTIAL CONCRETE, STEEL, STONE, FIBERGLASS
SECTION A SECTION B OR CAST IRON COVERS.
HEADER LINE I N TS N TS
� N 954427.45 \ !
-- E 2 63 .67 INV 255.30 INN 255.49 INV 255.84 0� 4 1 3 TYPICAL DISTRIBUTION BOX
\ 18' TYP A INV 255.99 !� I - NTS
f '
w \ 55 / / I
�� ! ss-ss-ss s% 5s ss s5 ss ! l
- f �s� \ ! OF
r� \ ! ss fss ss I EDGE P1
a \ / OD ABSORPTION FIELD
n ! rrn DISTRIBUTION BOX / r v .,v ,,� ..� .v �iV�A��AiV�A�V��V�iV�A�V�AiV��<��iV�A� ..v ..v ..v ..� v ..v ,v ..v ..v, jA�j�V�j�V�j�V�AiV�A jiyi\�jiV�jiV�ji .v .,v ..v ,.� .,v v .w .,� j�V�j�V�
3 / ' r \ !! 4"x4"x4" DOUBLE SANITARY I / /\ \/ //�/\�//\/\//\�//\//\\///\{/ C /\//\//\/////\ \// //\//\//\� //\//\//\//\f/ \//\//
TOP 260.00 2" HDPE DR11 SANITARY / i / /\//\/\/\ \/ /\/ /\/ % / /\\/\\\\i\\i\/\\\/\\/\\/\�/\ \\ \\i\\i\`i\`i /\\i\\i\`f\r\`
IE IN 257.08 / \ WYE WITH CLEANOUT (TYP) / / / / / / / / / / / / / _ / /./i /i ,/�/
a / \ f SEWER FORCEMAIN (SEE \ / INV 256.34 i w
IE OUT 256.75 (TYP) DWG 26-C-DWG-0409 ! / ''/\//\//\\j/\\j\//\\ \ \\j/\/j\//\\j/ y //\/j\/j\//\/�• //\/\/\ \/\ ` � \/\f\/\/\/ /\/\/\ \ BACKFILL WITH 3
\N 954429.73 f r ) N 954444.90 f /\\/\\/\\/i\\/\/\�/\\/\\/\\/\\ /\\i\\i\\i\\i\\ \///\//\/i f/ / /i\//\/i\//\//\. /\// /
6 r r \ I E 2363555.24 NATIVE SOIL N
E 2363522.21
i / // / /
.; ��/ GEOTEXTILE TYP
\ r �� 4" PVC HEADER LINE AT \\ ( ;\/f/��\� /\}/�\ /�f/�\\�\� > ///\\//�/\ �\�\�//\!\���\// /��/\\T\//\T\/ \\�\\�\//\ w _
\ 1/8 PER FT (1%). TYP \ I / ` / \ l\/\ \� \/ /
r�
QINV ELEVATION
rn \ \ \ t I z I w
\ ! \ f > > \ cn
`4' GRAVEL #3. 4, 5, a
9 ABSORPTION FIELD PLAN _�� NOTE: THIS DRAWING PROVIDED FOR BID PURPOSES ONLY. FINAL D,448 6 PER ASTM WITH FILTER SOCK PERFORATED PIPE co
co
0406 SCALE: 1"=1o' DESIGN AND CONSTRUCTION DRAWINGS WILL BE BY HALIFAX 3' (TYP)
0409 0 2' S' to' 20' COUNTY HEALTH DEPARTMENT. SECTION C WORK SAFELY
o NOTE: ABSORPTION FIELD AREA TO REMAIN UNDISTURBED BY SITE CONSTRUCTION ACTIVITIES o
_ NTS In
THIS O WING AND ALL IHE MfORu IM MON MONS TIIE PROPERTY OF UM APPROVED FOR PERMIT� FMURCES INC. AND SHML BE RM NEO ON 0010 6. R IS in ON IRE p
CONDITION THAT, ExCEPr wren WRRTEN PEI NISS No ON, R WJST r BE REPRODUCED. AMEC NORTH CAROLINA, INC. a
COPM OR COWUNIOAIM TD ANY OTHflt PURPOSE THAN THAT STATED ON THE ILUKA RESOURCES NC LLC
PARMIM MIRY. ORDER. OR wNrW WH wW�H rr WAS 6SUED. ACCEPTMCE
OF C. STILSON D. ELMORE G. WYNN � � 4021 STIRRUP CREEK DRIVE
� DWNG SIIX S ACCEPTANCE OF YHE ABOVE COIWOHS AND CDPYMIGHG SUITE 100amft
.f q STAMP/SEAL CLIENT PROJECT MGR. DEPARTMENT MGR. PROJECT MGR. DURHAM, NC 27703 a
n A CLIENT PROJECT NO. AREA AUREUAN SPRINGS MINE & CONCENTRATOR [phone] A
M-AS-00003 LICENSE: F-0480 0�
.r
PROJECT NO. ACTIVITY NO. BY MMDDYY SUBJECT CLIENT SAP NO. j
NOT 175276 DSN SMP 03/24/14 CIVIL
C 06/05/14 ISSUED FOR PERMIT SMP MBE MBE DRE GAW TO BE DRN SMP 03/25 114 0
B 05/19/14 tSSUED FOR APPROVAL SMP MBE MBE DRE GAW SCALE PACKAGE CODE SEPTIC FIELD DETAILS DRAWING NO. REV.
A 04/30/14 ISSUED FOR IWERNAL Mn SMP MBE MOE GAW REF NUMBER TITLE USED FOR CHK MBE 04/22/14 0
i
REV M DDYY REVISION ISSUE DESCRIPTION DRN GHK P P APP A REY MM DYY REVISION ISSUE DESCRIPTION RN CHK A P APP AP APP REFERENCES CONSTRUCTION NTS APP DRE 05/19/14 26-C-DWG-D502 C
r�
9 8 7 7 CAD FILE: P:\CAD\CIV\26-C-DWG-0502.DWG