6709_OnslowMSWLF_Ph4ExpDrwgs_20160517

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NORTH CAROLINA
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CONSTRUCTION PLAN DRAWINGS
INDEX OF DRAWINGS
4 -- COVER SHEET
8 G-1 GENERAL AND CONSTRUCTION NOTES AND CIVIL SYMBOLS
C-1 EXISTING SITE CONDITIONS
C--2 SITE DEVELOPMENT PLAN
C-3 PHASE 4 EXPANSION EROSION AND SEDIMENTATION CONTROL PLAN
(SR 1 243)
C-3A WETLAND DISTURBANCE EROSION AND SEDIMENTATION CONTROL PLAN
C-4 LIMITS OF CONSTRUCTION SURVEY CONTROL
C---5 GRADING PLAN
C-5A PERIMETER DITCH TRANSITION
C-6 LEACHATE AND LANDFILL GAS COLLECTION PLAN
C-7 PHASES 4/3 LEACHATE CONNECTION
C-8 INSTRUMENTATION PLAN
C-9 LEACHATE SUMP AREA IMPROVEMENTS
KEY MAP
SCALE:1"=1,000' C-10 LEACHATE SUMP 6 MODIFICATION
JANUARY 2016
CONFORMED
MAY 2016
C-11 LEACHATE STORAGE TANK SYSTEM IMPROVEMENTS
D-1 LINER DETAILS
D-2 LEACHATE COLLECTION SYSTEM DETAILS
D--3 EROSION AND SEDIMENTATION CONTROL DETAILS I
D-4 EROSION AND SEDIMENTATION CONTROL DETAILS II
D-5 EROSION AND SEDIMENTATION CONTROL DETAILS III
PREPARED BY: S-1 ELECTRICAL PAD PLAN, SECTIONS AND NOTES
Camp Dresser McKee & Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612 1 Tel: [phone]
NC F-1255
E--1 ELECTRICAL LEGEND
E-2 ELECTRICAL SITE PLAN
E-3 POWER RISER DIAGRAMS
E-4 LEACHATE STORAGE FACILITY PLAN AND CONTROL RISER DIAGRAM
E--5 LEACHATE PUMP STATION NO. 6 PLAN, ELECTRICAL SCHEDULES AND
CONFORMED
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CDMS PROJECT No. 6406-110541

NORTH CAROLINA DEQ EROSION AND SEDIMENT CONTROL NOTES:
MATERIAL MANAGEMENT AND POLLUTION PREVENTION NOTES:
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GENERAL NOTES:
1. THE EXISTING ONSLOW COUNTY LANDFILL WILL REMAIN IN OPERATION CONTINUOUSLY DURING THE
EXECUTION OF THIS PROJECT. COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER SO THAT
LANDFILL OPERATIONS ARE NOT INTERRUPTED OR ADVERSELY IMPACTED.
2. NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST THREE DAYS PRIOR TO
BEGINNING CONSTRUCTION.
3. CONTRACTOR SHALL LOCATE AND/OR RELOCATE ALL EXISTING UTILITES IN COORDINATION WITH THE
APPROPRIATE UTILITY, AGENCY, OR COMPANY. CONTRACTOR IS RESPONSIBLE FOR LOCATING,
PROTECTING, MAINTAINING, AND RESTORING ALL SITE UTILITIES, PRESERVATION AREAS, AND BUILDING
SERVICES.
4, CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE ENGINEER, FOR REVIEW, FOR THE
INTERSECTIONS OF CONSTRUCTION ACCESS ROAD, OWNER'S BORROW AREA ACCESS ROAD, AND MAIN
LANDFILL ENTRANCE.
5. NO CONSTRUCTION TRAFFIC WILL BE ALLOWED TO TRAVEL ON THE EXISTING LANDFILL ACCESS ROAD
EXCEPT AS NOTED ON THE DRAWINGS.
6. CONTRACTOR SHALL ONLY USE NCDOT MAINTAINED ROADS TO ACCESS ONSLOW COUNTY LANDFILL
PROPERTY DURING THE EXECUTION OF THE CONTRACT (INCLUDING ALL MATERIAL DELIVERIES) UNLESS
PREVIOUSLY APPROVED BY THE OWNER/ENGINEER.
7. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES
ARE SHOWN ACCORDING TO THE INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE
PLANS.
8. THE CONTRACTOR SHALL REPLACE ALL STRUCTURES INCLUDING BUT NOT LIMITED TO GRAVEL PAVING,
STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, MAILBOXES, DRAINAGE CULVERTS, FENCES, ETC.
THAT WERE REMOVED OR DAMAGED DURING CONSTRUCTION.
9. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO ANY
CLEARING AND GRUBBING. THEY SHALL BE INSTALLED TO THE LIMITS SHOWN ON THE DRAWINGS,
REQUIRED IN THE SPECIFICATIONS AND IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS.
10, THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY OBSERVED BY THE
CONTRACTOR. ALL INGRESS, EGRESS AND TRAFFIC PATTERNS ON THE SITE SHALL BE WITHIN THE
LIMITS OF CONSTRUCTION.
1 1 , THE TOPOGRAPHIC DATA PROVIDED REPRESENTS CONDITIONS AT THE TIME OF TOPOGRAPHIC SURVEY.
CONSTRUCTION NOTES:
I. ALL EXISTING WETLAND AREAS SHALL BE OFF LIMITS, EXCEPT AS SHOWN ON SHEET C-3A, FOR THE
DURATION OF CONSTRUCTION. SILT FENCE AND ORANGE SAFETY FENCE SHALL BE INSTALLED AROUND
THE PERIMETER OF THE WETLAND AREAS AS DELINEATED ON DRAWINGS AND MAINTAINED FOR THE
DURATION OF CONSTRUCTION.
2. THE STOCKPILE AREA SHOWN ON SHEET C-2 SHALL BE FOR THE FOLLOWING MATERIALS: TOPSOIL,
EXCAVATED STONE FROM PERIMETER ROAD, UNSUITABLE/UNDERCUT MATERIAL, AND EXCESS MATERIAL
NOT UTILIZED TO COMPLETE THE CONSTRUCTION PROJECT.
3. OTHER CONSTRUCTION MATERIALS INCLUDING SAND, GENERAL BACKFILL, AND CLAY LINER MATERIALS
SHALL BE TEMPORARILY STOCKPILED WITHIN THE PHASE 4 AREA, OR IN AN AREA DESIGNATED BY THE
CONTRACTOR AND APPROVED BY THE OWNER/ENGINEER.
4. ANY DEVIATION FROM PROPOSED GRADING AS SHOWN ON DRAWINGS SHALL BE PROHIBITED.
5. USE SEPARATE STOCKPILES FOR EACH MATERIAL TYPE.
6. THE CONTRACTOR 4S ADVISED THAT CONTRACTOR PERSONNEL WILL BE WORKING IN AN AREA WHERE
EXPLOSIVE LANDFILL GAS CAN MIGRATE THROUGH SOIL, ACCUMULATE IN STRUCTURES, AND POSE
OTHER DANGERS. THE CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF THE DANGERS OF
WORKING IN THE PRESENCE OF LANDFILL GAS AND IS RESPONSIBLE FOR EDUCATING AND PROVIDING
ADEQUATE SAFETY TRAINING AND EQUIPMENT FOR ALL PERSONNEL INCLUDING SUBCONTRACTORS.
7, DUE TO THE HIGH GROUNDWATER CONDITIONS AT THE SITE, CONTRACTOR MAY EXPERIENCE DIFFICULTY
IN PLACING FILL MATERIAL AND MEETING REQUIRED COMPACTION EFFORTS. A 2' SAND BRIDGE LIFT
MAY BE NECESSARY TO PROVIDE SITE DRAINAGE IN ORDER TO PROCEED WITH FILLING OPERATIONS.
REFER TO SECTION 02200 FOR PROCEDURES IN DETERMINING THE NEED FOR A BRIDGE LIFT, A
BRIDGE LIFT SHALL BE USED AS NECESSARY WITHIN THE PHASE 4 CONSTRUCTION AREA,
8. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING, COLLECTING, AND DISPOSAL OF ANY LEACHATE THAT
IS ENCOUNTERED DURING THE PHASE 3/PHASE 4 TIE-IN.
9. SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILE AREAS, IN ADDITION TO OTHER AREAS AS
NOTED ON PLANS.
10. SILT FENCE AND ORANGE SAFETY FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE
WETLAND AREAS, AND ALONG THE DIVIDE BETWEEN WETLANDS TO BE PROTECTED AND WETLANDS TO
BE FILLED,
11. CONTRACTOR SHALL STOCKPILE ALL SILT AND WASTE MATERIAL FROM THE SEDIMENT PONDS AND
EROSION AND SEDIMENT CONTROL DEVICES IN THE DESIGNATED STOCKPILE AREA.
STORMWATER CONTROL NOTES:
1. CONTRACTOR SHALL INSTALL ANY ADDITIONAL STORMWATER CONTROLS CONSIDERED NECESSARY TO
DIVERT RUNOFF TO THE PERIMETER ACCESS ROAD DITCH, CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING ALL NEW WORK AGAINST DAMAGE DUE TO STORMWATER RUNOFF.
UTILITY NOTES:
1. CONTRACTOR SHALL PROVIDE SEPARATE WATER AND POWER METERS FOR WATER AND POWER USAGE
DURING CONSTRUCTION.
N�' I DATE I DRWN I CHKD
REMARKS
DESIGNED BY, M. SANFORD
DRAWN BY: M. KOSKI
SHEET CHWD BY: K. YANG
CROSS CHK'D BY: C. GABEL
APPROVED BY: M. SANFORD
DATE: JANUARY 2016
1. THE EROSION AND SEDIMENTATION CONTROL PLAN (E&SC PLAN) HAS BEEN APPROVED BY THE DIVISION OF
LAND RESOURCES (OR DELEGATED LOCAL PROGRAM),
2. DEVIATION FROM THE APPROVED E&SC PLAN, OR APPROVED AMENDMENT TO THAT PLAN, SHALL CONSTITUTE
A VIOLAT}ON OF THE TERMS AND CONDITIONS OF THE GENERAL PERMIT.
3. STORMWATER DISCHARGES FROM THE PROJECT SITE SHALL NOT CAUSE OR CONTRIBUTE TO VIOLATIONS OF
NORTH CAROLINA WATER QUALITY STANDARDS FOR SURFACE WATERS AND WETLANDS (15A NCAC 28.0200).
4. ALL BMPs UTILIZED FOR EROSION AND SEDIMENTATION CONTROL SHALL MEET THE REQUIREMENTS OF THE
"NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL",
5. THE CONTRACTOR SHALL AT ALL TIMES PROPERLY OPERATE AND MAINTAIN ALL CONTROL MEASURES AND
SYSTEMS OF TREATMENT AND CONTROL AND RELATED APPURTENANCES WHICH ARE INSTALLED OR USED TO
ACHIEVE COMPLIANCE WITH THE GENERAL PERMIT.
6. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF THE SITE WHERE LAND DISTURBING ACTIVITIES
HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
A. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY
OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND DISTURBING
ACTIVITY.
B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
C. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN
SEVEN (7) DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4.1.
D. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER
REQUIREMENT EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
E. PORTIONS OF THE PROJECT WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED
"HIGH QUALITY WATER ZONE" SHALL ACHIEVE STABILIZATION WITH GROUND COVER AS
PRACTICABLE BUT IN ANY EVENT ON ALL AREAS OF THE SITE WITHIN SEVEN (7)
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
F. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE WITH THE
TERMS LISTED ABOVE IMPRACTICABLE,
7. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN
(7) CALENDAR DAYS AND WITHIN 24-HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5" OF RAIN
PER 24 HOUR PERIOD.
8. A WRITTEN RECORD OF INSPECTIONS SHALL BE MADE IN ACCORDANCE WITH SECTION II,B.3.h OF THE
GENERAL PERMIT. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN ON THE
SITE AND BE MADE AVAILABLE FOR AGENCY INSPECTORS AT ALL TIMES DURING NORMAL WORKING HOURS,
OLDER RECORDS SHALL BE MAINTAINED FOR A PERIOD OF THREE (3) YEARS AFTER PROJECT COMPLETION
AND MADE AVAILABLE UPON REQUEST.
9, A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE UNLESS AN ALTERNATIVE HAS
BEEN APPROVED IN WRITING BY THE DIVISION. A WRITTEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL
BE RETAINED AND ALL RECORDS SHALL BE MADE AVAILABLE TO THE DIVISION UPON REQUEST.
10. THE PERMITTEE SHALL REPORT TO THE DIVISION, EITHER ORALLY OR ELECTRONICALLY, ANY VISIBLE
SEDIMENT BEING DEPOSITED IN ANY STREAM OR WETLAND OR ANY NONCOMPLIANCE WHICH MAY ENDANGER
HEALTH OR THE ENVIRONMENT WITHIN 24--HOURS FROM THE TIME THE PERMITTEE BECAME AWARE OF THE
CIRCUMSTANCES AND A WRITTEN SUBMISSION SHALL BE PROVIDED TO THE APPROPRIATE REGIONAL OFFICE
OF THE. DIVISION OF WATER QUALITY WITHIN FIVE (5) DAYS OF THE TIME THE PERMITTEE BECOMES AWARE
OF THE CIRCUMSTANCES. THE WRITTEN SUBMISSION SHALL CONTAIN A DESCRIPTION OF THE SEDIMENT
DEPOSITION AND ACTIONS TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION.
11. ALL APPLICATIONS, REPORTS, OR INFORMATION SUBMITTED TO THE DIVISION SHALL BE SIGNED AND
CERTIFIED IN ACCORDANCE WITH SECTION V.11 OF THE GENERAL PERMIT.
12. MAINTENANCE OF CONTROL MEASURES, MODIFICATIONS OR ADDITIONS TO CONTROL MEASURES, OR
CORRECTIVE ACTIONS TO CONTROL SEDIMENT OR OTHER POLLUTANTS IDENTIFIED AS A RESULT OF
INSPECTIONS SHALL BE PERFORMED AS SOON AS POSSIBLE AND BEFORE THE NEXT STORM EVENT TO
MAINTAIN THE EFFECTIVENESS OF THE CONTROL MEASURES.
13, EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED, AND
SELF -MONITORING SHALL CONTINUE, UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT
TO RESTRAIN EROSION OR UNTIL THE FINANCIALLY RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OF THE
PROPERTY AND THE AGENCY THAT APPROVED THE PLAN HAS BEEN NOTIFIED.
A. IF THE FINANCIALLY RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE
PROPERTY, THE NEW OWNER OR PERSON IN CONTROL SHALL CONDUCT AND
DOCUMENT SELF -MONITORING UNTIL THE ESTABLISHMENT OF PERMANENT GROUND
COVER SUFFICIENT TO RESTRAIN EROSION,
B. PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION CONSISTS OF UNIFORM AND
EVENLY -DISTRIBUTED VEGETATION WITH A COVER DENSITY OF AT LEAST 80% OVER ALL
DISTURBED OR EXPOSED AREAS OF THE SITE,
C. UPON ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION, THE PERMITTEE SHALL REQUEST AN INSPECTION BY THE PERM#TTING
AUTHORITY TO VERIFY THE ADEQUACY OF GROUND COVER. COVERAGE UNDER THE
GENERAL PERMIT SHALL END WHEN A SEDIMENTATION INSPECTION REPORT
DOCUMENTING ADEQUATE PERMANENT GROUND COVER IS ISSUED, THE SIGNED
SEDIMENTATION INSPECTION REPORT SHALL SERVE AS THE NOTICE OF TERMINATION,
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING APPLICATION OF
LIME, FERTILIZER, AND SEED.
2, FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF EROSION CONTROL MATTING BASED ON CHANNEL
SLOPE.
3. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE
TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE
TRENCH.. ANCHOR THE RECP's WffH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE
BOTTOM OF THE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL
AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's
OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE
WIDTH OF THE RECP's.
4. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL, RECP's WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY
PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN #N THE STAPLE PATTERN GUIDE. WHEN USING
THE DOT SYSTEM (TM), STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS
CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
5. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4' - 6" (10 CM - 15 CM) OVERLAP. USE
A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.
6. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" 30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT
THE TRENCH AFTER STAPLING.
7, ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) (DEPENDING ON RECP's
TYPE) AND STAPLED.
8. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12
M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER
OVER THE ENTIRE WIDTH OF THE CHANNEL,
9. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"
(30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTH GREATER THAN 6" (15 CM) MAY BE
NECESSARY TO PROPERLY ANCHOR THE RECP's.
Smith
Camp Dresser McKee & Smith
5400 Glenwaad Avenue: Suite 400
Raleigh, NC 27612 1 Tel: [phone]
NC F-1255
1. EQUIPMENT UTILIZED DURING CONSTRUCTION ACTIVITIES SHALL BE OPERATED AND MAINTAINED
IN IN SUCH A MANNER AS TO PREVENT THE POTENTIAL OR ACTUAL POLLUTION OF THE
SURFACE SR GROUND WATERS OF THE STATE.
2. FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, OR ANY OTHER PETROLEUM PRODUCTS
SHALL NOT BE DISCHARGED ONTO THE GROUND OR INTO SURFACE WATERS.
3. SPENT FLUIDS SHALL BE CLEANED UP AND DISPOSED OF IN A MANNER SO AS NOT TO
ENTER THE SURFACE OR GROUND WATERS OF THE STATE AND IN ACCORDANCE WITH
APPLICABLE STATE AND FEDERAL REGULATIONS.
4, HERBICIDE, PESTICIDE, AND FERTILIZER USAGE DURING THE COURSE OF THE CONSTRUCTION
PROJECT SHALL BE CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND
RODENTICIDE ACT AND SHALL BE IN ACCORDANCE WITH LABEL RESTRICTIONS.
5, ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE
WITH APPLICABLE STATE OF NORTH CAROLINA STATUTES, RULES AND REGULATIONS.
6. AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS,
CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC WASTE SHALL BE LOCATED
AT LEAST 50' AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE
SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
7. DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTES IN STORM DRAINS IS
PROHIBITED.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGEMENT AND DISPOSAL OF LITTER AND
SANITARY WASTE FROM THE SITE.
9. EARTHEN MATERIAL STOCKPILE AREAS SHALL BE LOCATED AT LEAST 50' AWAY FROM STORM
DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER
ALTERNATIVES ARE REASONABLY AVAILABLE,
10, ON -SITE CONCRETE MATERIALS, INCLUDING EXCESS CONCRETE, SHALL BE CONTROLLED AND
MANAGED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS OR BUFFERS. NO CONCRETE
OR CEMENT SLURRY SHALL BE DISCHARGED FROM THE SITE.
11. HARDENED CONCRETE RESIDUE SHALL BE DISPOSED OF OR RECYCLED ON -SITE IN
ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS.
DETAIL CALL OUT SYMBOLS
DETAIL LETTER
SHEET WHERE
IS LOCATED
LEADER LINE
DRAWING, SECTION AND DETAIL TITLES
SECTION 1 SECTION NUMBER
3/4" = 1'-0" S-6 SHEET WHERE SECTION
CUT IS TAKEN
DETAIL A DETAIL LETTER
3/4" = 1'-0" A-3 SHEET WHERE DETAIL
IS TAKEN *
* IF SECTION, DETAIL, SCHEMATIC OR DIAGRAM IS DRAWN ON THE SAME SHEET
THAT IT IS TAKEN FROM, REPLACE THE SHEET NUMBER WITH A HYPHEN. IF
THE SECTION IS REFERENCED ON MULTIPLE SHEETS, THE SHEET NUMBER
SHOWN SHOULD INDICATE THE FIRST SHEET THE SECTION IS TAKEN FROM.
SECTION CUT SYMBOLS
14 1 1 SECTION NUMBER
-1 S -1
SECTION LINE -
SHEET WHERE SECTION
IS LOCATED IF THE SECTION
IS SHOWN ON THE SAME
THIS SYMBOLOGY TO BE SHEET IT IS CUT THE
USED FOR SHORT SECTION SHEET NUMBER tHOULD
CUTS ONLY BE REPLACED WITH A DASH,
ONSLOW COUNTY
NORTH CAROLINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
GENERAL AND CONSTRUCTION NOTES
AND CIVIL SYMBOLS
PROJECT NO. 6406-110541
FILE NAME: G-1 . DWG
SHEET NO.
G-1
CONFORMED

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REV -
I DATE I DRWN I CHKD
REMARKS
PERIMETER DITCH EAST CONNECTION TO EXISTING
DESIGNED BY: A. WEISPFENNING
DRAWN BY: M. KOSKI
SHEET CHK'D BY: K. YANG
CROSS CHK'D BY; C. GABEL
APPROVED BY: M. SANFORD
DATE: JAN UARY 2016
CSDMmith
Camp Dresser McKee 8, Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612 I Tel: [phone]W
NC F-1255
ONSLOW COUNTY
NORTH CAROLINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
4' EXISTING UTILITY POLE
,&ELM. #3 EXISTING BENCHMARK
0P-31 PIEZOMETER
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EXISTING LE4CHATE SUMP
WOOD POST
PERIMETER DITCH WEST CONNECTION TO EXISTING
PERIMETER DITCH TRANSITION
03869
PROJECT NO. 6406--1 10541
FILE NAME: C-5A.DWG
SHEET NO.
C-5A
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EXTRUSION ;MELDED
RELOCATE EXISTING ARV
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REMOVE AND REPLACE
EXISTING PIPE AS SHOWN
IN DETAIL B
REV,
' I DATE I DRWN I CHKD
REMARKS
SUMP 6 MODIFICATIONS
DETAIL A
NTS �-6
EXISTING SUMP 6 CONTROL PANEL
DETAIL KC
NTS -
PHOTO
DESIGNED BY: M. SANFORD
DRAWN BY: M. KOSKI
SHEET CHK'D BY: K. YANG
CROSS CHK'D BY: C. GABEL
APPROVED BY: M. SANFORD
DATE: JANUARY 2016
CDM-
Smith
Camp Dresser McKee & Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612 1 Tel: [phone]
NC F-1255
11
SEE DETAIL B THIS
SHEET FOR CONTINUATION
EXISTING PUMP CONTROL PANEL (SEE NOTES 1 AND 2)
(TO BE REPLACED AND RELOCATED, SEE DETAIL E ON
SHEET C-9 FOR LOCATION)
NOTES:
1
TO LEACHATE FORGE MAIN
RELOCATED EXISTING ARV (SEE DETAIL C) TO NEW 3" HDPE
90' ELBOW. DRILL, TAP AND INSTALL THREADED NIPPLE
3" HDPE 90' BEND
LIQUID TIGHT CONDUIT TO SUMP PUMP
3" HDPE PIPE
CONNECTION TO EXISTING
3" HDPE DISCHARGE PIPE
EXISTING CONTROL PANEL SHALL BE REPLACED WITH A NEW DUPLEX
CONTROL. PANEL. NEW CONTROL PANEL AND EXISTING SHELTER SHALL BE
RELOCATED AS SHOWN ON DRAWINGS C-9 AND S-1. SEE ELECTRICAL
DRAWINGS FOR POWER PLAN AND DETAILS.
2. CONTRACTOR SHALL VERIFY THAT THE NEW CONTROL PANEL IS
COMPATIBLE WITH EXISTING INFRASTRUCTURE INCLUDING FLOW METERS.
3. ALL NEW HDPE PIPE SHALL BE SDR17.
4. SEE STRUCTURAL DRAWING S-1 FOR NEW. CONCRETE SLAB AND WALL
DETAILS.
18" SOLID HDPE SUMP RISER "A"
3'° SUA4P PUAAP DISCHARGE PIPE
(FLEXIBLE HDPE)
ONSLOW COUNTY
NORTH CAROLINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
3" BALL VALVE
3" HDPE TEE
PIPE SUPPORT
3" CHECK VALVE
3" HDPE PIPE
3" HDPE PIPE
CONNECTION TO EXISTING
3" HDPE DISCHARGE PIPE
DETAIL
MODIFICATIONS
TOP VIEW
FRONT VIEW
RELOCATED ARV
3" BALL VALVE
EXISTING PUMP CONTROL PANEL (NOT SHOWN FOR CLARITY)
TO BE REMOVED AND REPLACED, SEE SHEET C-9
(SEE NOTE 1)
ARV DISCHARGE
3" HDPE 90'
EXISTING CONCRETE' SLAB
EXISTING 3" HDPE DISCHARGE PIPE
SECTION 1
LEACHATE SUMP 6 MODIFICATIONS
BOLTED HDPE FLANGE WITH SS BOLTS
CONCRETE PAD
PROJECT NO. 6406-110541
FILE NAME: C-10.DWG
SHEET NO.
C-10
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1. THE DETAIL REPRESENTS FINAL ANCHOR TRENCH FILL 60 mil TEXTURED HDPE LINER
CONSTRUCTION. LINER MAY BE INITIALLY INSTALLED
WITH MORE THAN 2 FEET OF LINER IN THE ANCHOR
TRENCH AND TRIMMED PRIOR TO BACKFILLING ANCHOR
TRENCH. THIS WILL PERMIT LINER TO SHRINK AND PERMANENT LINER ANCHOR BERM (ALTERNATE)
SWELL PRIOR TO BACKFILLING ANCHOR TRENCH.
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2. IMMEDIATELY PRIOR TO BACKFILLING ANCHOR TRENCH,
CUT LINER TO FINAL ANCHOR LENGTH.
CONTOURS CONTOURS REPRESENT
REPRESENT SUBGRADE FINAL GRADE
LINER ANCHOR
BERM
6' 9'
COMPOSITE A,B
LINER SYSTEM - 11--
3
LINER SUBGRADE
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s
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CONNECTION OF PHASE 4 TO EXISTING PHASE 3 (BASE)
NOTES:
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COMPLETE TIE-IN. (SEE DETAIL E FOR EXISTING CONDITIONS). NOT To SCALE C-5
2. FOLD BACK EXISTING GEOSYNTHETICS AND GRADE AS SHOWN.
3, CONNECT PROPOSED 18" THICK 1 x 107!5 cm/sec LOW —PERMEABILITY LINER TO EXISTING 18"
THICK 1 x 10`5 cm/sec LOW PERMEABILITY LINER.
4. REMOVE ANY DAMAGED EXISTING 60 MIL TEXTURED HDPE, GCL, OR DRAINAGE NET AS REQUIRED.
5. INSTALL PROPOSED GEOSYNTHETIC CLAY LINER (GCL) AND OVERLAP AT LEAST 3 FEET WITH THE
EXISTING GCL.
6. FUSION WELD PROPOSED 60 MIL TEXTURED HDPE TO EXISTING 60 MIL TEXTURED HDPE LINER.
7. CONNECT PROPOSED GEOCOMPOSITE DRAINAGE NET TO EXISTING GEOCOMPOSITE DRAINAGE NET.
8. INSTALL PROTECTIVE SAND COVER.
OPERATION BERM INSTALLED AT TOE OF
SLOPE THE LENGTH OF THE INTERIM LINER
ANCHOR BERM SHOWN ON SHEET C-5
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APPROVED BY: M. SANFORD
Camp Dresser McKee & Smith
54Q0 Glenwood Avenue, Suite 400
UW_m / (n
REV'
NO.
DATE
DRWN
CHKD
REMARKS
DATE: JANUARY 2016
Raleigh, NC 27812 I Tel: [phone]M
X 4 ui
NC F-1255
GEOCOMPOSITE
DRAINAGE NET
60 mil TEXTURED
HDPE LINER
24" CLAY LINER
PRESSURE TREATED 4"x 4" POST
SPACED EVERY 100' AND EACH
CHANGE IN DIRECTION
PERIMETER ACCESS ROAD
DRAINAGE DITCH
1'-0"
cv
LINER LIMIT
ONSLOW COUNTY
NORTH CAROLINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
TOP OF BERM
4'x8'x1/2" EXTERIOR GRADE PLYWOOD
ABOVE LINER
5'-0" 8'-0" MIN
F2
CLAY PLUG
COMPACTED
FILL SUBGRADE
CONTRACTOR TO PROVIDE ADDITIONAL
SAND TO MATCH TOP OF BERM
24" SAND
PERMANENT LINER ANCHOR BERM (BASE)
DETAIL D
NOT TO SCALE C-5
GRASS LINED CHANNEL
3' 9` 3'
PERIMETER
ACCESS ROAD
12' 12' 3'
2% SLOPE 2� SLOPE
FINAL GRADE
PERIMETER ACCESS ROAD
TYPICAL SECTION
DETAIL rF
NOT TO SCALE C-5
PERIMETER ACCESS ROAD PAVEMENT
DETAIL I
NOT TO SCALE -
SELECT FILL 100%
STD. PROCTOR
(ASTM D698)
3oz, NON WOVEN
3EOTEXTILE
GEOCOMPOSITE
DRAINAGE MET
60 mil TEXTURED
HDPE LINER
�-- GCL
18" 1 x 1075 LOW
PERMEABILITY LINER
I PERIMETER ACCESS
-1 ROAD PAVEMENT
EROSION CONTROL MATTING
EXISTING
G1�.ADE-
NOTES.
1. PROOFROLL SUBGRADE IN CUT AREAS.
2. ROAD SUBGRADE SHALL BE 2 FEET OF SELECT FILL
COMPACTED TO 100% STANDARD PROCTOR (ASTM D698).
3. PLACE STONE IN 3 6" LIFTS.
OPERATION BERM INSTALLED AT TOE OF
SLOPE THE LENGTH OF THE INTERIM LINER
ANCHOR BERM SHOWN ON SHEET C-S
3' _ I r - 24" SAND
\\� ... 4 2
COMPACTED
FILL SUBGRADE
INTERIM ANCHOR BERM
(BASE)
DETAIL K
NOT TO SCALE C-5
18" 1 x 1 O-5 LOW
PERMEABILITY LINER
LINER DETAILS
GEOCOMPOSITE
DRAINAGE NET
60 mii TEXTURED
HOPE LINER
GCL
036091 z
s•
PROJECT NO. 6406-110541
FILE NAME: D-1.DWG
SHEET NO.
D-1
CONFORMED

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.—O" LOCATE IDENTIFICATION LABEL ON
THE OUTSIDE PORTION OF THE CONCRETE PAD
7rD
— CONCRETE PAD
NOTE.
PROVIDE WEATHERPROOF, CLEARLY VISIBLE LABELS
FOR EACH COLLECTION CLEANOUT. (i.e. CC4-1A)
CONCRETE PAD
BOLLARD (TYP) r--c
10" HDPE 22.5' BEND
COLLECTION CLEANOUT
DETAIL A
NOT TO SCALE C-6
6" THICK W/6x6x#10
WELDED WIRE FABRIC
Z/ •'
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�TOP OF BERM
0
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` - IDENTIFICATION LABEL (TYP) (SEE SHEET C-6 FOR
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CONCRETE CLEANOUT PAD
DETAIL rD
NOT TO SCALE -
10" NON -PERFORATED
10" x 8" ECCENTRIC
28 OZ. NON -WOVEN PAD 6' MOUND STONE ABOVE
PROTECTIVE COVER LAYER
3' WOVEN FABRIC
GEOCOMPOSITE PERFORATED HDPE PIPE E
DRAINAGE NET aQCP mooa0
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1. THE GAS COLLECTION PIPES ARE 6" PERFORATED
AND SOLID HDPE PIPE..
2. AS THE GAS PIPE APPROACHES THE LEACHATE
COLLECTION PIPE CROSSING, THE GAS PIPE SHALL
BE GRADUALLY RAISED TO ALLOW 6" CLEARANCE
OVER THE LEACHATE PIPE. ONCE THE LFG PIPE
HAS CLEARED THE LEACHATE PIPE, THE LFG PIPE
WILL BE LOWERED BACK TO THE DEPTH AS SHOWN
IN DETAIL I.
REV" DATE DRWN CHKD
No.
A,B COMPOSITE LINER SYSTEM
D-1
LANDFILL GAS PIPE TRENCH
DETAIL rG
NTS �-6
6 1,
(TYP)
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ELEVATION
C
BOLLARD
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TOP OF BERM
PERIMETER ACCESS '
ROAD DITCH 3
1�
6°--O" �- THEAOUTSIDE�PORT ON OF IDENFICATIONBTHE EL CONCRETE PAD
D
CONCRETE. PAD
NOTE:
PROVIDE WEATHERPROOF, CLEARLY VISIBLE LABELS
FOR EACH HEADER CLEANOUT. (i.e. HC4-1A)
120♦
120'
SECTION
PERFORATED HDPE PIPE
DETAIL rE_%�
NTS -
DIAMETER (VARIES)
SPRING LINE
1 /2" PERFORATIONS (TYP)
10" HDPE 22.5' BEND
HEADER CLEANOUT
DETAIL B
NOT TO SCALE C-6
28 OZ. NON ---WOVEN PAD 8' MOUND STONE ABOVE
PROTECTIVE COVER LAYER
5' WOVEN FABRIC
E
GEOCOMPOSITE 10" PERFORATED HDPE PIPE
DRAINAGE NET oaopo �, o o° 0 0 0 oa
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PE
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° a
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DESIGNED BY: M. SANFORD
CDM_
DRAWN BY: M. KOSKI
SHEET CHK'D BY: K. YANG Smith
CROSS CHK'D BY; C. GABEL
M. SANFORD Camp Dresser McKee & Smith
APPROVED BY: 5400 Glenwood Avenue, Suite 400
REMARKS DATE; JANUARY 2016 Raleigh, NC 27612 I Tel: [phone]
-- -- NC F-1256
4'
A,B COMPOSITE LINER SYSTEM
D-1
10" LEACHATE HEADER PIPE CONNECTION TRENCH
DETAIL H
NTS �-6
10" NON -PERFORATED
HDPE PIPE (PIPE RUNS 10" HDPE 150BENp
AT AN ANGLE TO THE
HEADER)
10" PERFORATED HDPE HEADER PIPE
SLOPE
z
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TOP W/GROUT DOME
:H 40 GALV STEEL PIPE
WITH OSHA YELLOW
7 ENAMEL
DRADE
DIA. 2500 PSI
"RETE
28 OZ. NON -WOVEN PAD 6' MOUND STONE ABOVE
PROTECTIVE COVER LAYER
3'
WV NA3RIC
GEOCOMPOSITE PERFORATED HDPE PIPE E
DRAINAGE NET o oo ° E NOTES)-
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° NOTES:
......... � _ �..:
...... ......
SEE NOTES 1. THE LEACHATE COLLECTION PIPES ARE 8"
PERFORATED HDPE PIPE, STONE TRENCH SHALL BE
MINIMUM 2' WIDE.
A,B COMPOSITE LINER SYSTEM
D-1 2. THE LEACHATE HEADER PIPE IS 10" PERFORATED
HDPE PIPE. STONE TRENCH SHALL BE MINIMUM 2.5'
WIDE.
LEACHATE COLLECTION AND HEADER PIPE TRENCH
DETAIL F
NTS C-6
ONSLOW COUNTY
NORTH CAROLINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
BOLLARD _
LOCATE IDENTIFICATION
LABEL ON THE
OUTSIDE PORTION OF
THE CONCRETE PAD
1$"
T
1�
PERIMETER ACCESS -�
ROAD DITCH
24"
NOTES:
PROVIDE WEATHERPROOF, CLEARLY VISIBLE LABEL
FOR GAS RISER (GAS RISER #4-1).
6" HDPE BLIND FLANGE
D
CONCRETE PAD
..
HDPE 22.5
•
BEND TYP 2
6 SOLID
_ HDPE PIPE
WOVEN
•'. FABRIC
_ o o R 6 "oSo 'Oo
1 /7/ lei 8 o va 00 d>°o°a'O O
SOLID HDPE PERFORATED
PIPE HDPE PIPE
GAS RISER
DETAIL I
NTS \"L- 6
LEACHATE COLLECTION SYSTEM DETAILS
6" PERFORATED 8" PERFORATED
HDPE GAS
HDPE LEACHATE
COLLECTION PIPE COLLECTION PIPE
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����li11t11,iN�
PROJECT NO. 6406-110541
FILE NAME: D-2.DWG
SHEET NO.
D-2
CONFORMED

FABRIC
2x4 WOODEN FRAME
SECTION
z
L
MOLDED HDPE F
r•�
NOTE: PLACE 8--OZ/SY NONWOVEN GEOTEXTILE (FILTER FABRIC) BENEATH RIPRAP
RIPRAP APRON OUTLET
E
NUMBER
PIPE
DIAMETER
LENGTH
THICKNESS
UPSTREAM
DOWNSTREAM
APRON No.
OF PIPES
(INCHES)
(F��)
(INCHES)
WIDTH FEET %
Do
FEET)
D
TSB#1
1
12
12
13.5
3
15
TSB#2
1
12
12
13.5
3
15
FABRIC DROP INLET PROTECTION (TEMPORARY)
DETAIL A
NTS -
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ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVILENT SECURED TO WIRE W/ METAL
CLIPS 0& WIRE AT 8" ON CENTER
FILTER
FABRIC
SHEET DRAINAGE (ONLY)
NATURAL GRADE
CARRY APPROXIMATE 12" OF FABRIC INTO
TRENCH, COVER W/ SOIL & TAMP BACKFILL
CARRY 6" OF WIRE INTO TRENCH
METAL POSTS
AT 8' OC MAX
FABRIC
f1
RIPRAP APRON OUTLET PROTECTION
DETAIL B
NTS �3A
NOTES:
1. TOTAL DRAINAGE AREA FLOWING TO SILT FENCE MAY NOT EXCEED 1 ACRE,
WITHOUT STORAGE PIT
2. SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS OR IN AREAS OF
CONCENTRATED FLOW (CREEKS, DITCHLINES. SWALES ETC.)
3. REMOVE SEDIMENT DEPOSITS WHEN 50% OF HEIGHT OF SILT FENCE IS
REACHED. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
8'
SILT FENCE
DETAIL E
NTS �3
120,
5 5r /VCNE r r
R p°RgPCiAsS e
2
TO INCREASE STORAGE CAPACITY &
PROLONG THE LIFE OF THE SILT
SEDIMENT STORAG FENCE, IT IS GENERALLY ADVISABLE TO
DIG A SEDIMENT PIT IN FRONT OF THE
PIT �'c4o,, SILT FENCE WHENEVER POSSIBLE
BOTTOM OF UPSTREAM
CHECK DAM SHOULD BE
AT THE SAME ELEVATION
AS THE TOP OF THE
Q SUBSEQUENT
ti DOWNSTREAM CHECK
o W DAM.
I 1�f 1 I i
MIN IJ
A
0—
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NIA
12"
TYR
PLACE SAND BAGS END TO END 6'
SAND BERM
PLACE SAND BAGS END TO END
r N
N
SCRIM REINFORCED
PLASTIC TARP
Di
ON Of ST,
MWA7LR FZ
PROTECTIVE COVER
LAYER KEY IN TARP
IN PROTECTIVE COVER
STORMWATER TARP TIE—IN
DETAIL c
NTS C-6
GRASS LINED -DITCH
3'
GRASS LINED DITCH
DETAIL rF
NTS
T+AJa IM 47r 4'
PCff SPAQW Eb W 100' AAA
E4CW CWW AV AVWI CW
�� � FINISH GRADE
NORTH AMERICAN GREEN
SC150 OR EQUAL
s'
ROCK CHECK DAM STORMWATER ANCHOR TRENCH
DETAIL G DETAIL rHNiiii)I,
NTS �-3 NOT TO SCALE C—g
DESIGNED BY: M. SANI-ORD
DRAWN BY: M. KOSKi
SHEET CHWD BY: K. YANG
CDM
Smith
-
ONSLOW COUNTY
NORTH CAROLINA
CROSS CHWD BY: C. GABEL
APPROVED 8Y: M. SANFORD
PATE; JANUARY 2016
Camp Dresser McKee & Smith
5400 Glenwood Avenue, Suite aoo
Raleigh, NC 27612 1 Tel: (919.) 325-3500
NC F-1255
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
REMARKS
u
CLAY PLUG
2'
Lip
7.
w
COMPACTED 'SQ1L .. -
0-
—
=I-
I =- -
6' TYR
TEMPORARY EARTH DIVERSION BERMS
DETAIL D
NTS C-3
STORMWATER TARP
50 Ibs. SAND BAGS
END TO END (TYP)
24 " SAND
LINER SYSTEM
EROSION AND SEDIMENTATION CONTROL DETAILS I
PROJECT NO. 6406-110541
FILE NAME: D--3.DWG
SHEET NO.
D-3
CONFORMED

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PVC END
CAP PVC ELBOW
PVC
7rPVC
PVC PIPE
CONNECT TO TEE
ON RISER BARREL
NOTES:
1. SEDIMENT SKIMMER SHALL BE FAIRCLOTH
SKIMMERS OR EQUAL.
2, SEDIMENT SKIMMERS SHALL BE INSTALLED
PER NCDEQ STD PRACTICE.
3 THE ARM PIPE SHALL HAVE A MINIMUM
PVC I
SCHEDULE 40
PVC PIPE
FLEXIBLE
HOSE /
ULE 40
PIPE
ORIFICE
PLATE.
PVC TEE
- "C" ENCLOSURE
ORIFICE FOR WATER ENTRY
REFER TO TABLE ABOVE
ATER ENTRY
UNIT
BASIN
SKIMMER
ORIFICE
SIZE
SIZE
TSB# 1
431
2.5"
TSB#2
51'
3,•
LENGTH OF 6 FT. BETWEEN THE SKIMMER
AND COUPLING. FLOATING SKIMMER
DETAIL rA
NTS C-3
TREATED 4"X4"
WOOD POST
4
NUMBERS TO
3 BE PAINTED
ON WHITE
BACKGROUND
z (TYP)
i
BOTTOM
ELEVATION
SILT GAUGE
DETAIL rEN),
NTS -
REV. DATE DRWN CHKD
NO.
EXISTING
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POROUS BAFFLES
DETAIL B
NTS C-3
CSELECT FILL
// SEE NOTE 1
00
SEE NOTE 2 / f ` // / // // // SOEL CT CM/SEC LLOW-PERMEABILITY
4" MI / PIPE .24 MI
NOTES:
EXCAVATE AS NECESSARY / % / / 1 • COMPACT LOW-- PERMEABILITY SELECT FILL TO
TO FIRM SUBGRADE // / as / ,/ / 95% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE STANDARD PROCTOR TEST
PERFORMED IN ACCORDANCE WITH ASTM D698
USING HAND -OPERATED MECHANICAL TAMPS.
4' MIN
2. EXCAVATION TO CONFORM TO APPLICABLE OSHA
REGULATIONS.
3. EXCAVATE TRENCH TO MINIMUM LIMITS SHOWN.
UPSTREAM OF FILTER DIAPHRAGM EXCAVATE TRENCH LARGER OR DEEPER IF
SECTION KTNECESSARY TO REMOVE ALL UNSUITABLE SOIL,
OVER STEEP SLOPES, AND IRREGULAR SURFACES.
NOT TO SCALE --
w r+
2"-3.' WASHED STONE MIN 6" THICK
W/ 8 OZ/SY UNDERLYING FILTER FABRIC
50' MINIMUM
GROUND
NOTES PROFILE
1. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE
AND EXISTING ROAD.
2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING ROAD. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH
OF THE ENTRANCE.
3. REPAIR AND CLEANOUT ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO EXISTING ROADS
MUST BE REMOVED IMMEDIATELY.
5. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION
ENTRANCE IS USED.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
DETAIL rF
NTS C-3
PVC TEE TO TIE A
INTO FLOATING SKIMMER --
E SILT GAGE---,,,,,,2/3 POND LENGTH
N
KEY SAND FILTER
DIAPHRAGM INTO
EXCAVATION SIDESLOPES
1' MINIMUM N
3' MIN". PIPE .3.MI'N
j.
8' MIN _I
2
NOTES:
1. SEDIMENT BASIN SHALL BE CLEANED
OF SILT ON A YEARLY BASIS, OR WHEN SILT
ACCUMULATION REACHES CLEANOUT
ELEVATION, WHICHEVER OCCURS FIRST.
2. ALL FILL MATERIAL SHALL BE COMPACTED
TO 95% OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE STANDARD PROCTOR
TEST.
FILTER DIAPHRAGM
SECTION 2
NOT TO SCALE -
TIM
PROIECUM
ZONE
KEEP OUT
4'-0" 0. C.
MINIMUM
a
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d
w
m
EENCE MATERIAL:
ORANGE, UV RESISTANT m
HIGH TENSILE STRENGTH
POLYETHYLENE LAMINAR
BARRICADE FABRIC w
0
ATTACH SIGN o
TO POST
NOTES:
1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE
PROTECTED BY FENCING, AS ILLUSTRATED.
2. INSTALL TREE PROTECTION FENCE AT TREE DRIP
LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN
ON PLANS, PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM
OF ONE EVERY 300 FEET. THE SIZE OF EACH
SIGN MUST BE A MINIMUM OF 2' x 2' AND BE
VISIBLE FROM BOTH SIDES OF THE FENCE.
THE SIGN MUST CONTAIN THE FOLLOWING
LANGUAGE IN BOTH ENGLISH & SPANISH:
"TREE PROTECTION ZONE, KEEP OUT-.
3. THERE SHALL BE NO STORAGE OF MATERIAL
WITHIN THE BOUNDARIES OF THE TREE PROTECTION
FENCING.
4. TREE PROTECTION FENCING SHALL BE MAINTAINED
THROUGHOUT THE DURATION OF THE PROJECT.
4'-0"
MINIMUM
i Er 2'-b" MIN.
7
1.33 Ibs/LF STEEL POST
TREE PROTECTION FENCE
DETAIL C
NTS �-3
FILTER DIAPHRAGM
(SAND)SEE NOTE 2
SEE NOTE 2
NOTES:
DRAIN OUTLET
(SEE 1`
FILTER DIAPHRAGM TO BE SAND MEETING
ASTM C33 FINE AGGREGATE WITH LESS THAN
3% FINER THAN NO. 200 SIEVE.
EXCAVATION TO CONFORM TO APPLICABLE
OSHA REGULATIONS.
COMPACT SAND TO 95% OF STANDARD
PROCTOR PER ASTM D698,
EXCAVATE TRENCH TO MINIMUM LIMITS
SHOWN. EXCAVATE TRENCH LARGER OR
DEEPER IF NECESSARY TO REMOVE ALL
LOOSE SOIL, OVER STEEP SLOPES, AND
IRREGULAR SURFACES.
H 4' X 4' PRECAST CONCRETE
- OUTLET RISER STRUCTURE
10' MIN
WIDTH
TOP OF EMBANKMENT
EMERGENCY
SPILLWAY ELEV.
~� 3
ELECT /� 1
3 / FI LLJ
DRAIN
OUTLET
MIN. (SAND)
1
2' 3
MIN -
2
BARREL (SEE TABLE)
sEcnaN
CUT-OFF TRENCH
WITH COMPACTED
CLAY BACKFILL
NOTES:
1. DRAIN OUTLET TO BE SAND MEETING
ASTM C33 FINE AGGREGATE WITH LESS
THAN 3% FINER THAN NO. 200 SIEVE.
2' MIN PIPE 2'
MEN 2• EXCAVATION TO CONFORM TO
APPLICABLE OSHA REGULATIONS,
3. DRAIN OUTLET SAND TO BE
COMPACTED TO 95% OF STANDARD
PROCTOR PER ASTM D698.
4' MIN
4. EXCAVATE TRENCH TO MINIMUM LIMITS
SHOWN. EXCAVATE TRENCH LARGER
OR DEEPER IF NECESSARY TO
REMOVE ALL UNSUITABLE SOIL, OVER
STEEP SLOPES, AND IRREGULAR
SURFACES.
DOWNSTREAM OF FILTER
DIAPHRAGM
SECTION
3
NOT TO SCALE
-
LINE EMERGENCY SPILLWAY WITH EROSION CONTROL
BLANKET AND NCDOT CLASS I RIPRAP
TOP OF DAM
LENGTH
N
J
3
C SEED AND PLACE MATTING FOR EROSION
D_5 CONTROL ON INTERIOR AND EXTERIOR
SIDESLOPES
B
RIPRAP OUTLET PROTECTION
D-3
TEMPORARY SEDIMENT BASIN DATA
TEMPORARY SEDIMENT BASIN
RISER STRUCTURE
PIPE BARREL
SKIMMER
EMERGENCY SPILLWAY
NUMBER
SHEET
BOTTOM
DIMENSIONS
CREST
DIAMETER
LENGTH
INVERT IN
-INVERT OUT
TOP OF
COUPLING
%TEE SIZE
SEDIMENT
CLEANOUT
ELEV.
WIDTH
ELEV.
ELEV.
(IN.)
(FT)
ELEV.
ELEV.
DAM ELEV.
ELEV.
(FT)(IN)
t 7
4 X4
1
C-3
82.0
84.6
12
90
82.0
81.0
88.3
4
83.6
86.6
20
BOX
t r
4 X4
2
C---3A
76.0
77.6
12
40
76.0
75.5
80.3
5
76.8
78.75
30
BOX
DESIGNED BY: C. ROBINSON
DRAWN BY: W. BEELER CDM
SHEET CHK'D BY: K. YANG Smith
CROSS CHK'D BY:-C. GABEL
Camp Dresser McKee & SmIth
APPROVED BY: M. SANFORD 6400 GlenwoW Avenue, Suite 400
REMARKS DATE: JANUARY 2016 Raleigh, NC 27612 1 Tel: [phone]M
NC F-1255
TEMPORARY SEDIMENT BASIN
DETAIL G
NTS C-3
ONSLOW COUNTY
NORTH CAROLINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
FLOW -�
SEDIMENT
STORAGE
AREA
RISER CREST ELEVATION
SEDIMENT
STORAGE
POND BOTTOM ELEVATION
2000 PSI CONC BALLAST
5' W X 51 BOTTOM SLAB
12"NCDOT #5
WASHED STONE
/ �-- TIE IN TO
/ EXISTING SLOPE
PLAN
r- CLASS I RIPRAP
PROFILE
ROCK PIPE INLET PROTECTION
DETAIL D
NTS C-�3
PVC TEE FOR
SKIMMER ATTACHMENT
SLOPE
_ • d w 1 ' .J
5'
RISER STRUCTURE DETAIL
DETAIL H
NTS �-3
EROSION AND SEDIMENTATION CONTROL DETAILS II
PIPE INLET
CONT£CH STORMRAX PEAK
ROOF STRUCTURE OR EQUAL
4'W X 41 PRECAST CONCRETE
BOX CONSTRUCTED PER NCDOT
840.45
GROUT ANNULAR. SPACE
W/NON-SHRINK GROUT
BARREL
N BARREL INVERT IN
ELEVATION
00
6" NCDOT #57 STONE
03869
'Iirrr'r>I��+���
PROJECT NO. 6406-110541
FILE NAME: D-4. DWG
SHEET NO.
D-4
CONFORMED

iVP DES Stornwvater 01scharge Permit for .Const#6l*It Act9ulkiies (N 301
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NODENRIOIvision of Energy, Mineral and Land Resources
SITE AREA DESCRIPTSTABILIZATION1 TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditched, slopes 7 dalys alone
HION Quality Mitt W) Zones 7 days,
Stopes.steeper than 3.1 7 days
Slopes 3:.1or flatter 14 days
. All. other areas w#h;$1*0$ flat r.11444 •
;RITICAL POINTS:
OVERLAPS AND SEAMS
I. PROJECTED WATER LINE
CHANNEL BOTTOM/SIDE
SLOPE VERTICES.
NOTE:
* HORIZONTAL STAPLE SPACING SHOULD
BE ALTERED
Liin
IF NECESSARY TO ALLOW STAPLES TO
SECURE THE
CRITICAL POINTS ALONG THE CHANNEL
SURFACE.
** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
o
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(15 CM) MAY
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THE RECP's.
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STABILIZATION TIMEFRAMES
DETAIL A
NTS -
5 CM
REMARKS
Nom
If slopes are 10' or less in length and are
not weeper than 211, 14 days are allowe0.
7 days for slopes greater than 54' In length.
None, except fbr peritmetem and HQ�ff Zortes �
L:l
Table 6.14a
Mulching Materials and Application Rates
Material
Rate Per Acre
Quality
Notes
Organic Mulches
Straw
1-2 tons
Dry, unchopped,
Should come from wheat or oats;
unweathered; avoid
spread by hand or machine; must
weeds..
be tacked down.
Wood chips
5-6 tons
Air dry
Treat with 12 Ibs nitrogen/ton. Apply
with mulch blower, chip handler, or
by hand. Not for use in fine turf.
Wood fiber
0.5-1 tons
Also referred to as wood cellulose.
May be hydroseeded. Do not use in
hot, dry weather.
Bark
35 cubic yards
Air dry, shredded or
Apply with mulch blower, chip
hammer -milled, or chips,
handler, or by hand. Do not use
asphalt tack.
Corn stalks
4-6 tons
Cut or shredded in 4-6
Apply with mulch blower or by hand.
in. lengths.
Not for use in fine turf.
Sericea
1-3 tons
Green or dry; should
lespedeza
contain mature seed.
seed -bearing
stems
Nets and Malts'
Jute net
Cover area
Heavy, uniform; woven
Withstands waterflow. Best when
of single jute yam.
used with organic mulch.
Fiberglass net
Cover area
Withstands waterflow. Best when
used with organic mulch.
Excelsior
Cover area
Withstands waterflow.
(wood fiber)
mat
Fiberglass roving
0.5-1 tons
Continuous fibers of
Apply with a compressed air ejector.
drawn glass bound
Tack with emulsified asphalt at a
together with a non -toxic
rate of 25-35 gal/1,000 sq ft.
agent_
Chemical Stabilizers2
Aquatain
follow Not beneficial to plant growth.
Aerospray
manufacturer's
Curasol AK
specifications
Petroset SB
Terra Tack
Crust 500
Genaqua 743
M-145
'Refer to Practice No.
6.30, Grass Lined Channels.
2Use of trade names does not imply endorsement of product.
5„
(15 CM)
(15t)CM)
Q
CM - 12.5 CM)
1 ?"
ROLLED EROSION CONTROL PRODUCTS —CHANNEL INSTALLATION
DETAIL rD
NTS p-1
DESIGNED BY: C. ROBINSON
DRAWN BY: W. BEELER DM_
SHEEP CHK'D BY: K. YANG Smith
CROSS CHWD BY: C. GABEL
M. SANFORD Camp Dresser McKee & Smith
APPROVED BY: 6400 Glenwood Avenue, Suite 400
DATE: JANUARY 2016 Raleigh, NC 27612 i Tel: [phone]
NC F-1255
TEMPORARY MULCHING
DETAIL B
NTS —
OW
_L
10" (0.25m) 20" (0.5m) 10" (0.25m)
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SO. M)
PLAN
ONSLOW COUNTY
NORTH CAROLINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
36" MIN. SPACING TYP.*
12" MIN,
SPACING TYP.*
f/ f 2" MIN.
OVERLAP
f
f�STAPLE OVERLAP t
MAX. 5" SPACING
f ~ �
f
f
ANCHOR in 6%6" MIN. TRENCH
AND STAPLE AT 12" INTERVALS
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADOMONAL
REQUIREMENTS THAT MUST BE
MET.
6" MIN.
OVERLAP
3. SLOPE SURFACE SHALL BE FREE
IN SLICE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
r� I I r JW
WATER TABLE STANDARD #6.17 AND
f I MANUFACTURER'S GUIOEUNES.
NON —WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
BRING MATERIAL DOWN TO A LEVEL AREA,
TURN THE END UNDER 4" AND STAPLE
AT 12" INTERVALS. SEE DENR STANDARDS & SPECS.
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
ROLLED EROSION CONTROL PRODUCTS -- SLOPE INSTALLATION
DETAIL rc
NTS �-4
EROSION AND SEDIMENTATION CONTROL DETAILS III
PROJECT NO. 6406-110541
FILE NAME: D-5.DWG
SHEET NO.
D-5
I
0% a \ 1 r . & r.% . ■ .— rt

GENERAL NOTES
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DESIGN CRITERIA:
CODES:
- NORTH CAROLINA STATE BUILDING CODE, 2012 EDITION
- OTHER STRUCTURES: ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE"
DESIGN LOADS:
LIVE LOADS:
- PROCESS SLABS ON GRADE 200 PSF
SNOW LOAD:
-- GROUND SNOW LOAD, PG
WINDLOADS:
-- BASIC WIND SPEED
EXPOSURE CATEGORY
IMPORTANCE FACTOR
- INTERNAL PRESSURE COEFFICIENT
- COMPONENTS AND CLADDING
EARTHQUAKE:
-- SEISMIC DESIGN CATEGORY
SEISMIC IMPORTANCE FACTOR, I
SITE CLASS
- MAPPED SPECTRAL RESPONSE ACC, SS
MAPPED SPECTRAL RESPONSE ACC, S1
SPECTRAL RESPONSE COEFFICIENT, SIDS
SPECTRAL RESPONSE COEFFICIENT, SD1
BASIC SEISMIC FORCE RESISTING SYSTEM
DESIGN BASE SHEAR
SEISMIC RESPONSE COEFFICIENT, CS
RESPONSE MODIFICATION FACTOR, R
- ANALYSIS PROCEDURE USED
CONCRETE 28-DAY STRENGTH:
STRUCTURAL CONCRETE 3000 PSF
- CEMENTITIOUS CONTENT 600 Ibs/CY (MW)
-- COARSE AGGREGATE #67 (ASTM C33)
10.0 PSF
ASCE 7-05
120 mph
C
1.15
N/A
N /A
B
1.0
C
0.208
0.077
0.221
0.124
REINFORCED CONCRETE DISTRIBUTED
MASS CANTILEVER STRUCTURE
V--CSW
0.111
2
EQUIVALENT LATERAL FORCE
- W/C RATIO 0.54 (MAX)
AIR ENTRAINMENT 3.5 TO 5 PERCENT
SLUMP 3 TO 5 INCHES
GENERAL CONDITIONS:
THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS
AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE
FACILITY, SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING
WITH THE WORK.
THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO PROTECT
EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING
STRUCTURES PERFORMING WORK SUCH AS DEMOLITION, FOUNDATION EXCAVATION
AND OTHERS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE
ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT, EXCEPT
WHERE A DIFFERENT DETAIL IS SHOWN.
CONCRETE:
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH
ACI 318 REQUIREMENTS.
DOMESTIC PORTLAND CEMENT SHALL BE IN ACCORDANCE WITH ASTM C150.
FLY ASH SHALL BE CLASS F IN ACCORDANCE WITH ASTM C618. LOSS OF IGNITION
SHALL BE LIMITED TO 3 PERCENT MAXIMUM. WHERE FLY ASH IS USED, FLY ASH
CONTENT SHALL BE IN THE RANGE OF 20-25 PERCENT OF THE TOTAL CEMENT
CONTENT PLUS FLY ASH, BY WEIGHT.
FINE AND COARSE AGGREGATE SHALL BE IN ACCORDANCE WITH ASTM C33.
USE ADMIXTURES FREE OF CHLORIDES AD ALKALIS.
WATER REDUCING ADMIXTURE SHALL BE IN ACCORDANCE WITH ASTM C494,
AIR ENTRAINING ADMIXTURE SHALL BE IN ACCORDANCE WITH ASTM C260.
DO NOT USE ADMIXTURES CAUSING RETARDED OR ACCELERATED SETTING OF
CONCRETE.
ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN
SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COMPOUND AS
SOON AS CEMENT FINISHING IS COMPLETED OR FORMS ARE REMOVED.
LIQUID MEMBRANE -FORMING CURING COMPOUND SHALL BE TYPE I-D IN
ACCORDANCE WITH ASTM C30_ CURING COMPOUND SHALL BE NON -YELLOWING AND
COMPLY WITH FEDERAL, STATE AND LOCAL VQC LIMITS.
ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE A MINIMUM CHAMFER OF 3/4" UNLESS
OTHERWISE NOTED.
THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATION OF
CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWING.
REINFORCING STEEL:
REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS,
REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHERWISE
NOTED:
- CONCRETE CAST AGAINST EARTH 3"
- FORMED SURFACES IN CONTACT WITH SOIL,
SEWAGE, WATER OR EXPOSED TO WEATHER 2"
- FORMED SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH SOIL:
SLABS, WALLS AND JOISTS 3/4"
BEAMS AND COLUMNS 1Y2"
LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES NOT
SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEER'S
APPROVAL.
REV, I DATE I DRWN I CHKD
REMARKS
SUBMITTALS:
1. CONCRETE REINFORCING
A. SUBMIT SHOP DRAWINGS AND PRODUCT DATA SHOWING MATERIALS OF CONSTRUCTION AND DETAILS OF
INSTALLATION FOR:
• REINFORCING STEEL, DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE
REINFORCEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 315 FOR PLACEMENT
DRAWINGS AND AS SPECIFIED HEREIN.
2. CAST IN PLACE CONCRETE
A. SUBMIT PRODUCT DATA FOR:
• SOURCES OF CEMENT, FLY ASH, AGGREGATES, AND BATCHED CONCRETE. INDICATE NAME AND
ADDRESS OF MILL OR QUARRY, AS APPLICABLE.
• AIR --ENTRAINING ADMIXTURE. PRODUCT DATA INCLUDING CATALOGUE CUT, TECHNICAL DATA,
STORAGE REQUIREMENTS, PRODUCT LIFE, RECOMMENDED DOSAGE, TEMPERATURE CONSIDERATIONS
AND CONFORMI 1 Y TO ASTM STANDARDS.
• WATER REDUCING ADMIXTURE. PRODUCT DATA INCLUDING CATALOGUE CUT, TECHNICAL DATA,
STORAGE REQUIREMENTS, PRODUCT LIFE, RECOMMENDED DOSAGE, TEMPERATURE CONSIDERATIONS
AND CONFORMITY TO ASTM STANDARDS.
• SHEET CURING MATERIAL. PRODUCT DATA INCLUDING CATALOGUE CUT, TECHNICAL DATA AND
CONFORMITY TO ASTM STANDARD.
• MATERIAL SAFELY DATA SHEETS (MSDS) FOR ALL CONCRETE COMPONENTS AND ADMIXTURES.
• LIQUID MEMBRANE FORMING CURING COMPOUND. PRODUCT DATA INCLUDING CATALOGUE CUT,
TECHNICAL DATA, STORAGE REQUIREMENTS, PRODUCT LIFE, APPLICATION RATE AND CONFORMITY TO
ASTM STANDARDS. IDENTIFY PROPOSED LOCATIONS OF USE.
B. TEST REPORTS
• AGGREGATES: CONFORMANCE TO ASTM STANDARDS, INCLUDING SIEVE ANALYSIS, MECHANICAL
PROPERTIES, DELETERIOUS SUBSTANCE CONTENT, AND MORTAR BAR EXPANSION TEST RESULTS.
• CEMENT AND FLY ASH: CONFORMANCE TO ASTM STANDARDS, INCLUDING CHEMICAL ANALYSIS AND
PHYSICAL TESTS.
• CONCRETE MIXES: FOR EACH FORMULATION OF CONCRETE PROPOSED FOR USE, SUBMIT
CONSTITUENT QUANTITIES PER CUBIC YARD, WATER CEMENTITiOUS RATIO, AIR CONTENT, CONCRETE
SLUMP, TYPE AND MANUFACTURER OF CEMENT AND TYPE AND MANUFACTURER OF FLY ASH.
• STANDARD DEVIATION DATA FOR EACH PROPOSED CONCRETE MIX BASED ON STATISTICAL RECORDS.
DESIGNED BY: N. MUELLER
DRAWN BY: P• DOUGIAS
SHEET CHWD BY: J. BOGGS
CROSS CHWO BY; M. SANFORD
APPROVED BY--J. BOGGS
DATE:. JANUARY 2016
CD1fi_Sith
Camp Dresser McKee & Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612 I Tel: [phone]
NC F-1255
9q'_R11
PLAN
1 /2" = 1 '-0"
#5012" -
CENTERED
_ #5@8" o
ROUGHEN SURFACE
° Y4, FULL AMPLITUDE
• * N
T
m.
ONSLOW COUNTY
NORTH CAROLINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
Q� 1q._— #5®12"
J
v
SECTION '1
1/2" = 1'-0" -
F #508"
#5@ 12" CENTERED. DRILL AND EPDXY
INTO EXISTING 8" SLAB W/ HILTI HIT
HY 200 ADHESIVE W/ 4" MIN
EMBEDMENT
ROUGHEN SURFACE
SECTION 2
1 /2" = 1'-0" -
ELECTRICAL PAD
PLAN, SECTIONS AND NOTES
5@12" CORNER
AR (TYP)
z t�
`,IIY111111�11111I'I
,ti•.�N CA
2� ' ESS/p
PROJECT NO. 6406-110541
FILE NAME: SOO1 SPPL.DWG
SHEET NO.
S-1
CONFORMED

1
A G d G{ I
PLAN SYMBOLS PLAN SYMBOLS (CONTINUED) SINGLE LINE DIAGRAM SYMBOLS (CONTINUED) -ABBREVIATIONS
A AMPERES
HOME RUN TO PANELBOARD. NO. OF ARROWS INDICATE FLUSH MOUNTED CLOCK OUTLET,
NO. OF CIRCUITS, HASH MARKS INDICATE NO. OF #12 12" BELOW CEILING. POTENTIAL TRANSFORMERS ACGU AIR COOLED CONDENSING UNIT
AWG. CONDUCTORS. NO HASH MARKS INDICATE: 2 # 12 0 THERMOSTAT
AHU AIR HANDL.TNG UNIT
CONDUCTORS,
[ft3 VARIABLE AIR VOLUME BOX (VAV) - MANUAL OR AUTOMATIC TRANSFER SWITCH
ATS AUTOMATIC TRANSFER SWITCH
CONDUIT CONCEALED IN WALL,. IN SLAB ABOVE, OR ABOVE CEILING 4 FLUSH OUTLET" .BOX AND TELEPHONE COVER PLATE
18" ABOVE FINISHED FLOOR,
BKR BREAKER
FLUSH FLOOR .MOUNTED OUTLET' BOX AND � LIGHTNING ARRESTER & SURGE CAPACITOR BLDG BUILDING
�'" •� CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND. � U LIGHTN N
.
TELEPHONE COVER PLATE�
4� FLUSH OUTLET BOX AND COVER PLATE SUITABLE � CAB CABINET
.--. CONDUIT RUN EXPOSED. RUN PARALLEL OR PERPENDICULAR FOR COMPUTER DENACE CONNECTION.
CTR CIRCUIT
TO STRUCTURE OR WALL.
�- FLUSH MOUNTED IBACKE34X FOR INTERCOM STATION. CANT CONTROL
CONTROL DIAGRAM SYMBOLS
Qmrw FLEXIBLE CONDUIT WITH EQUIPMENT CONNECTION. FLUSH FLOOR MOUNTED OUTLET BOX FOR REMOTE CP&L CAROLINA POWER AND LIGHT
INTERCOM UNIT.
CLI COPPER
�- CONCRETE ENCASED DUCTBANK. {j FLUSH OUTLET BOX AND COVER PLATE FOR•--- NORMALLY OPEN CONTACT CWP COLD WATER PIPE
MICROPHONE CONNECTION.
WALL MOUNTED OUTLET 80X FOR INTERCOMCP CONTROL PANEL.
A CEILING MOUNTED LIGHTING FIXTURE, LETTER INDICATES HANDSET AND HOOKSWITCH. 4— NORMALLY CLOSED CONTACT DACP DUPLEX AERATOR CONTROL PANEL
TYPE (TYPICAL),
WALL MOUNTED LIGHTING FIXTURE. WALL
CEILING MOUNTED PAGING SYSTEM SPEAKER. LIMIT SWITCH, NORMALLY OPEN DCU DISTRIBUTED CONTROL UNIT
}� WALL MOUNTED PAGING SYSTEM SPEAKER. DIA DIAMETER
FLUORESCENT LIGHTING FIXTURE, CEILING MOUNTED. HD VOLUME CONTROL SWITCH IN FLUSH OUTLET BOX LIMIT SWITCH, NORMALLY CLOSED DP DISTRIBUTION PANEL
60" ABOVE FINISHED FLOOR. DPDT DOUBLE POLE DOUBLE THROW
W-- . FLUORESCENT STRIP 'FIXTURE. SD CEILING MOUNTED SMOKE DETECTOR. �• PRESSURE SWITCH, NORMALLY OPEN DPST DOUBLE POLE SINGLE THROW
S DUCT MOUNTED SMOKE DETECTOR.
ELEC ELECTRICAL
EXTERIOR LUMINARE AND MOUNTING STANDARD.
FIRE ALARM MANUAL PULL - STATION IN FLUSH PRESSURE SWITCH, NORMALLY CLOSET)
ELR EMERGENCY LOCK -OUT RELAYOUTLET BOX, 48" ABOVE FINISHED FLOOR.
EMERGENCY BATTERY PACK LIGHTING FIXTURE. El FIRE ALARM CHIME IN FLUSH OUTLET BOX, EM EMERGENCY
12" BELOW CEILING. FLOAT. SWITCH, NORMALLY OPEN ENCL ENCLOSURE
FIRE ALARM HORN IN FLUSH OUTLET .BOX,
EMERGENCY EGRESS LIGHTING FIXTURE WITH 1..::J
BATTERY PACK (MASTER). 12" BELOW CEILING. IwP EXPLOSION PROOF
FLOW SWITCH FLOAT SWITCH, NORMALLY CLOSED 2
FS
V IwSE3 ENERGY SAVING BALLAST
EMERGENCY EGRESS LIGHTING FIXTURE WITHOUT TS LIMIT SWITCH
TAMPER SWITCH EUH ELECTRIC UNIT HEATER
BATTERY PACK (SLAVE). FLOW SWITCH, NORMALLY OPEN
EVA ELECTRIC VALVE ACTUATOR
E iWC ELECTRIC WATER COOLER
CEILING OR WALL MOUNTED EXIT LIGHT FIXTURE WITH XS TORQUE SWITCH FLOW SWITCH, NORMALLY GWS1�D
aOT
BATTERY PACK. PROVIDE ARROWS AS REQUIRED. EWH ELECTRIC WATER HEATER
o PS PRESSURE SWITCH EXH EXHAUST
�Q LIGHT FIXTURES WITHOUT BATTERY PACK. TEMPERATURE SWITCH, NORMALLY OPEN EXIST EXISTING
EXIT L GH
0 ' �C.]� G TEMPERTURE SWITCH
FAAP FIRE ALARM ANNUNCIATOR PANEL
TEMPERATURE SWITCH, NORMALLY CLOSED
E=_ FLUORESCENT LIGHTING FIXTURE, WALL MOUNTED. ZS ZERO SPEED SWITCH: FACP FIRE ALARM CONTROL PANEL
D GEN GENERATOR
�
JUNCTION BOX PER N.E.C., FLUSH MOUNTED UNLESS SV SOLENOID VALVE
� INDICATED OTHERWISE. NORMALLY OPEN, TIMED TO CLOSE CONTACT GNp GROUND
r LLS, LIQUID LEVEL SWITCH HH HANDHOLE
TLa FLUSH OR SURFACE MOUNTED LIGHTING PANELBOARD.VS VIBRATION SWITCH NORMALLY CLOSED, TIMED TO OPEN CONTACTHOAHAND-OFF-AUTOMATIC
FIT FLOW INDICATING TRANSMITTER I-IaR HAND--OFF-REMOTE
NORMALLY CLOSED
FETISH OR SURFACE MOUNTED POWER PANELBOARD.` , TIMED TO CLOSE CONTACT
HORC HAND -OFF -REMOTE -COMPUTER
F-
LIT LEVEL INDICATING TRANSMITTER
NORMALLY OPEN, TIMES? TO OPEN CONTACT HP HORSEPOWER
0 HPS HIGH PRESSURE SODIUM
o DRY TYPE TRANSFORMER. NO. INDICATES KVA RATING.
cL
SINGLE LINE DIAGRAM SYMBOLS LIMIT SWITCH INSTR INSTRUMENTATION
cr_w 4D 25A, 208% ace ONGLE RECEPTACLE.
0TORQUE SWITCH ISO ISOLATION
a
VOLTMETER KVA KILOVOLT -AMPERES
20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH
OUTLET BOX. 18" ABOVE FINISHED FLOOR. PS PRESSURE SWITCH KW KILOWATT
AMMETER
LDR LOAD DUMP RELAY
20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH TS TEMPERATURE SWITCH
OUTLET BOX, 48" ABOVE FINISHED FLOOR OR 2" � THREE PHASE VOLT SWiTCI-I LTG LIGHTING
ABOVE COUNTER AS REQUIRED.
p ZS ZERO SPEED SWITCH MAX MAXIMUM
Lo THREE PHASE AMP SWITCH
0 20A, 125V, 3W "HOSPITAL GRADE" DUPLEX RECEPTACLE MB MAIN BREAKER
WITH ISOLATED GROUND CONNECTION. G� GROUND FAULT INTERRUPTER G SOLENOID VALVE
MCC MOTOR CONTROL CENTER
z
moLL5 LIQUID LEVEL SWITCH MFR MANUFACTURER w'
WIREMOLD SURFACE METAL RACEWAY SYSTEM WITHtn
WATT HOUR METER
20A, 125V, 3W RECEPTACLES. MH METAL HALIDE
co VIBRATION SWITCH
MIN MINIMUM
20A, 125V, 3W DUPLEX RECEPTACLE IN .FLUSH, FUSE
FLOOR MOUNTED OUTLET BOX. AR ALARM RELAY MQV MOTOR OPERATED VALVE
CAPACITOR MTD MOUNTED
a
20A. 125V, 3W DUPLEX .RECEPTACLE, SURFACE MOUNTED. AT ALARM TIMER MTS MANUAL TRANSFER SWITCH
Q
<*CF31> DRAW -OUT CIRCUIT BREAKER
50A, 25OV, I m, AW SINGLE RECEPTACLE IN FLUSH MV MERCURY VAPOR
CR CONTROL RELAY
OUTLET BOX, 18" ABOVE FINISHED FLOOR. NI C NATIONAL ELECTRICAL GORE
---- MOLDED CASE CIRCUIT BREAKER
20A. 250V, Ice, ,6W SINGLE RECEPTACLE IN FLUSH MOTOR STARTER
OUTLET' BOX, 18" ABOVE FINISHED FLOOR. NEUT NEUTRAL 4
o TYPICAL SELECTOR SWITCH CONTROL. SETT NTS NOT TO SCALE
30A. 250V 1 m, AW SINGLE RECEPTACLE IN FLUSH ELEMENTARY DIAGRAMS FOR EXACT TYPE. TR TIMING RELAY
OUTLET BOX, 18" ABOVE FINISHED FLOOR.
w OG ON CENTER
w
0
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FINISHED FLOOR, UNLESS OTHERWISE NOTED (TYPICAL). P POLE
+-
SINGLE POLE SWITCH, SURFACE MOUNTED.
a ELECTRIC D.C. MOTORNO INDICATES HORSEPOWER. R RUN INDICATING LIGHT PC PHOTOELECTRIC CONTROL
S3 THREE-WAY SWITCH IN FLUSH OUTLET BOX.
� - P/I PAGING/INTERCOM
S4 FOUR-WAY SWITCH iN FLUSH OUTLET BOX. �,,,,,,
a 9 MOMENTARY CONTACT PUSHBUTTON PNL PANEL
W D 2000 W INCANDESCENT DIMMING SWITCH IN FLUSH SERVICE OR EQUIPMENT GROUND.
¢ OUTLET BOX, 48- ABOVE FINISHED FLOOR. PP POWER DISTRIBUTION PANEL
0 I . MOMENTARY BREAK PUSHBUTTON OR RESET
RECi�'T'T RECEPTACLE
0 =AN6 NON -FUSIBLE DISCONNECT SWITCH, 3OA,3P UNLESS RS RAPID START
z OTHERWISE: INDICATED. NON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS KEYED SWITCH
OTHERWISE INDICATED. STIR STARTER
aNON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS
ref
OTHERWISE INDICATED, WITH REMOTE CONTROL STATION
MAINTAIN5W SWITCH
to ED CONTACT ON -OFF SWITCH
0 AS REQUIRED BY ELEMENTARY DIAGRAMS OR SPECS � SWGR SWITCHGEAR
z NON -FUSIBLE DISCONNECT SWITCH, 3OA,3P UNLESS
5 ELECTRIC A.C. MOTOR, NO. INDICATES HORSEPOWER.
OTHERWISE INDICATED, WITH REMOTE CONTROL STATION TG TIME CLOCK
L AS REQUIRED BY ELEMENTARY DIAGRAMS OR SPECS �- T
� 0 "'� START/STOP (S/S) CONTROL SWITCH MAINTAINED CONTACT TR TRANSFORMER
w cl-
CD o d 5 ELECTRIC D.C. MOTOR, NO. INDICATES HORSEPOWER. 5
TPCP LEACHATE TRANSFER PUMP CONTROL PANEL
o THREE. POSITION MAINTAINED CONTACT SELECTOR SWITCH
Li LIGHTING PANELBOARD TYP TYPICAL
j M MOTORIZED VALVE
z TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
a- FUSE
MAGNETIC MOTOR STARTER UG UNDRGROUNO
d POWER PANELBOARD
ui
UPS T.ININTERRUPTABLE,� POWER SUPPLY �,.�� �lll �� /24,��
MOLDED CASE CIRCUIT BREAKER �� ►sir
Lo 'a� z VET} VARIABLE FREQUENCY DRIVE;
a wo
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s z R ELECTRIC CORD REEL _ __ VFD VARIABLE" FREQUENCY DRIVE .�
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o T H W WIRE`, WITH, WATT y,ti GtliN „4 `,��
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o ALARM BELL
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,q � � DESIGNED BY: J. 'a�ICHEZ ONSLOW COUNTY FILE NAME: E001 NE=LG.DWO
PROJECT No. s4o�-11a 41
� :z t� DRAWN E3Y: R. RUCK
I .. -- U NORTH CAROLINA J�
.0 a � 71SHEET CHWD BY: S. PERRY r
i�. ELECTRICAL LEGEND ST-EEET NO.
`0 � SUBTITLE D LANDFILL PHASE 4 EXPANSION
; v c� p CROSS CHWD BY: M. SANFORD Camp flresser McKee 3 3rnith
14 w APPROVED BY: S. PERRY $400 Glenwood Avenue, She 400 © {�
� REV. DATE DRWN CHKD REMARKS DATE: 016 Raleigh, NC 2T612 I Tat: [phone] CONSTRUCTION PLAN
x .5 i. NO. NC F-1255
CONFORMED

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EXISTING LEACHATE
STORAGE FACILITY
(SEE SHEET E•-4)
GENERAL NOTE:
I. DO NOT SCALE THE ELECTRICAL DRAWINGS
REFER TO THE CIVIL, MECHANICAL, STRUCTURAL
DRAWINGS, AND APPROVED MANUFACTURER'S
SHOP DRAWINGS FOR THE EXACT LOCATION OF
ALL EQUIPMENT,
2. ALL WORK SHALL COMPLY WITH NEC AND
LOCAL CODES.
3. CONDUCTORS SHALL NOT BE SPLICED EXCEPT
AS NOTED IN SPECS.
4. ALL CONDUITS SHALL HAVE A BOND WIRE
SIZED PER TABLE 250.122 OF THE NEC
(UNLESS OTHERWISE NOTED).
5. CONTRACTOR SHALL FIELD VERIFY EXISTING
UNDERGROUND UTILITIES, PIPING, ETC. REROUTE
NEW CONDUITS, DUCTBANK, MANHOLES, PULL
BOXES, ETC., AS REQUIRED AT NO ADDITIONAL
COST TO THE OWNER.
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DESIGNED BY: J. SANCHQ
DRAWN BY: R. RUCK
SHEET CHK'D BY: S. PERi2Y
CROSS CHK'D BY: M. SANFORD
APPROVED BY: S. PERRY
DATE: JANUARY 2016
AmIlk
th
Dresser McFiee &Smith
5400 Glenwood Avenge, Suite 400
Raleigh, NC 27612 TeE: [phone]
NC F-1255 I
�� �� COUNTY
NORTH CAROLINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
ELECTRICAL SITE FLAN
PROJECT NO. 6406-� 110541
FILE NAME: E002STPL.DWG
SHEET NO.
REV.
NO.
DATE
DRWN
CHILD
REMARKS
CONFORMED

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CROUSE HINDS IR
CONDUITS
(FILL WITH CHICO)
CROUSE HINDS TYPE "CGS"
CONNECTOR
PROVIDE BUSHING TO FIT
CABLE
ENCLOSURE
COUPLING
ADAPTER
CONDUIT (PER
SPECIFICATIONS)
ADAPTER (PER SPECIFICATIONS)
HOT DIPPED GALVANIZED STEEL
TRAFFIC COVER & FRAME W/316 SS
SECURITY BOLTS
FINISHED
GRADE-�-w-w-- -�
BIND CIRCUIT CONDUCTOR
IN EACH CONDUIT WITH
NTROL PANEL NYLON STRIPS
HOT DIPPED GALVANIZED STEEL
CABLE RACK & SUPPORTS AS
NOUCTORS TO MANUFACTURED BY LINE MATERIALS
ZMINALS COMPANY
NNECTOR #6 BARE COPPER
CONDUCTOR
UPLING
1T & PULLING -IN EYE OPPOSITE
NT31J
ND DUCT ENTRANCEBLE
-
IISHED GRADE
3'-0„ x 3'-0" x 3'..-0" DEEP (MIN)
PRECAST CONCRETE HANDHOLE
CAROLINA PRECAST CONCRETE, INC.
PS-3636 OR APPROVED EOUAL- -
5/8" x 10' GND
COVER SHALL BE MARKED
"ELECTRIC" (MINIMUM 4" HIGH
LETTERING)
TO STEEL CONDUITS
OR BOND WIRES
SEAL WITH
NON -SHRINK
GROUT
�,1III
a a oacena.
eao e o Soo
0o a°aa as oa
-.4YY
a o� oeooaa
bo oaosoa
a a°•ab
GRAVEL
o eaa�aao�
00o a^�
,1 00
a* bs
b b
E LECTR I CAL_- HAN DH ME
(SEE NOTES 2, 3, AND 4)
NTS
OPEN SUMP
C.I l� e+, .f twairlrw.. r.t r
r7 b.L 11V1L / JL,..L lV tL
(TO BE REMOVED)
(SEE NOTE 9)
6" ALUMINUM CHANNEL,
LENGTH AND NUMBER
1-1#„ AS REQUIRED
MID) (4) 1 /2" DIAMETER STAINLESS
- STEEL CONCRETE FASTENER
1--1 /4" �7 0 0
(TYP)12" x 12" x 3/8" MINIMUM
pl4c:�-_ r r A n ALUMINUM PLATE (TYP OF 2)
R
36"
(MIN)
CONTROL PANEL
(FRONT) PLAN 1fl12" MIN (TYP)
FULL
PENET%
BUTT Wr
Cam+ .NMOL - PANEL MOUNTING
DETAIL
(SEE NOTE 2)
NTS
SQUARE
JMINUM CAP
POF2)
LT THRU CHANNEL
D POST (TYP)
" X 4" SQUARE ALUMINUM
ST (TYP OF 2). IF CHANNEL
CEEDS 5' IN LENGTH ADD
DITIONAL POST.
NTROL PANEL
2" 316 STAINLESS STEEL
RU BOLT (TYP)
NCREfE FASTENER
ATE (3/4" THICK MIN)
REINFORCED
NCRFTE PAD
4" CHAMFER
IISHED GRADE
1. LEACHATE TRANSFER PUMP NO, 2 IS A
NON -COINCIDENTAL MOTOR LOAM.
2. ALL HARDWARE. ETC SHALL BE TYPE 316
STAINLESS STEEL.
3. DO NOT SPLICE CABLES IN HANDHOLES.
4. HANDHOLE SHALL BE PLACED ON 6" BED OF
GRAVEL.
5. PROVIDE SEAL. OFF FITTINGS ON ALL CONDUITS
BETWEEN CONTROL PANEL AND BREAKOUT
TERMINAL BOXES (BOTH ENDS).
6. LOCATE LEACHATE PUMP STATION CONTROL
PANEL A MINIMUM OF 5-FEET FROM PIPE ,RISER
AND MOUNT A MINIMUM OF 3-FEET ABOVE
FINISH GRADE.
7. ALL AREAS WITHIN 3-FEET OF LEAKAGE
SOURCES SUCH AS FLEXIBLE CONNECTIONS,
FLANGES, ETC. ARE CLASS 1. DIVISION 2
NEC -AREA ELECTRICAL CLASSIFICATION.
8. ALL AREAS WITHIN 3-FEET AND 1.5--FEET
ABOVE HATCH ARE. CLASS I. DIVISION 2
NEC -AREA ELECTRICAL CLASSIFICATION. ALL
AREAS WITHIN 3-FEET OF VENT ARE CLASS 1,
DIVISION 1 AND WITHIN 5-FEET RADIUS OF
VENT ARE CLASS 1, DIVISION 2 NEC -AREA
ELECTRICAL CLASSIFICATION.
S. CUT OFF CONDUITS FLUSH WITH SLAB AND
GROUT IN OPENINGS.
PANELBOA D DP SCHEDULE LEACHATE
LOCATION sTORAGE F'AcILliT'
100 AMP BUS RATING 10o AMP MAIM C18 --- - 30 POLES ,
�
430 VOL TS 3 PH. -3 WIRE 60 H2. NEUA JR J r 6 SS SURFACE MO UN TEDDESCRIPTION
I -CAL)
NVA
AMP POLES
AMP POiES
Law
KVA
D-ESCRIP77ON
LfACHATE PUMP NO, I CONTROL PANEL
0.80
20 � 3
r r
s - -,
7 -
s
1 r --
r3 '`
r5
r7
19
23
25 r -.
27
2.9 =
'"=- 2
4
_ 6
"" �-- a
140
12
'� -- m
"~ 1s
^ - 18
'" '�- 20
�-- 24
'- = 26
28
M
C
20 / 3
0.80
LEACHATE PUtdP NO.2 CON77C'CL PANEL
0.80
- -
w -
0.80
-
I
A
B
0.80
�- �.
0,80
-
LEACHATE PUMP NO.3 CONTROL PANEL
2. 02
30 13
20 �✓ 3
2.02
LEACHATE PUMP NO.4 CONTROL PANEL.
-
2.02
-- _
-
.2. 02
_
2.02
- -
- f -
2.02
-
.LEACHATE PU41P NO.5 COMTROL PANEL
2.02
20 3
50 13
6.65
LEACHAT"F_ TRANSFER PUMP CP
2.02
- f w
-
6.6.5
(SEE NOTE 1)
-
2.02
f -
- -
6.65
-
AfP7
J. 75
20 12
20 / 3
0
SPARE
SPARE
-
20 1
- --
0
-
LEACHATE PUMP NO.6 DUPLEX C'P
4.04
20 � 3
-
-
SPACE
4.04
- -
--
SPACE
4.04
- �f -
-- -
-
SP.ACF
TOTAL_ CONNECTED Kt/A 22.1 OA 22.1 08 18.3 OC
TOTAL CONNECTED AMPS 79.7 OA 79.7 08 66.0 OC
TOTAL DEAdA D AMPS 58.7 OA 68.7 OB 55.0 OC
REMARKS:
PANELBOARD PP S HED UL E LEACHATE
LOCATION FiO.RAGE FACILITY
225 AMP BUS RATING 225 Ai`v`P AIWIV CIB 30 POLES
.480 IDOL T,13 J PSI. 4 WHIRE 50 l 1Z SURRFACt A40UNTED
DESCRIPTION
La4v
U
Cf6
AMP POLES
t
CIV
AMP POUET
zap
KVA
DESCRIPTION
SPAR"
100 L 3
1 - ' `---
7 - -"
71 �`
13 �
1 g -��"`�
25 '~
z7 �'
'^` 2
= S
10
121
`" = 14
`-� 20
26
' � 28
C
20 3
.,333
AIR INTAKE A40V
DISTRIBUTION PAN& OP
22.1
100 3
20 13
.333
AIR WTAKE MOV
I
DUPLEX AER4TOR CCINTROL PANEL
22.1
18.3
21.2
--- Z -
700 ! 3
- _
„x3 3
_
- � -.J�
?0 f'
_33.3 1
�-
SPARE
I
A
F
�
B
' PH RECIRC PUMP P-- T
0.56
15 / 3
20 / , a
J331
ROV (TA--- I FL 0VI)
SPACE
--
- -
2013
I
SPARE
UPZ-1
0.75
40 12
-
r
TOTAL CONNECTED KVA 44.8 OA 45_6 08 41.8 OC
TOTAL CON,^SEC ED AMPS 161.9 OA 164.6 08 160.9 OC
REMARKS;
411
039-044
r
kil
l�'�GIN��4�
Arr2�l�
DESIGNED BY: J. SANCHEZ
DRAWN BY: R. RUCK
SHEET CHK'D BY: S. PERRY
CROSS CI�WD BY: M. SANFORD
APPROVED BY: S. PERRY
[?ATE: JANUARY 2i?i6
init
f
Camp Dresser McKee � s�l�,
5400GlermomlAvenue, Sulte400
Raleigh. NC 276121 Tet (919) 325-356D~✓
NC.F-1255
ONSLOW COUNTY
NORTH CAR�LINA
SUBTITLE D LANDFILL PHASE 4 EXPANSION
CONSTRUCTION PLAN
LEACHATE PUMP STATION NO. 6 PLAN,
ELECTRICAL SCHEDULES AND DETAILS
PRO ECT NO. 6406-�110541
FILE NAME: EOI�5NFDT.DWG
SHEET NO.
�,..�
PREV.DATE
DRWN
CHKD
REMARKS
CONFORMED