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BLANTON
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BRANCH
ADMINISTRATION
AND MAINTENANCE/
BUS GARAGE
F.F. ±2756.5
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VALVE 6
VALVE 5
VALVE 1
VALVE 4
VALVE 3
MW-17
MW-18
MW-16
MW-22
MW-16D
MW-12
MW-5
MW-25
MW-24
MW-6
MW-7
MW-19D
FLARE
GEN
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HAYWOOD COUNTY
PROPERTY LINE
±76 ACRES
EXISTING ACCESS DRIVE TO BE REMOVED
ONLY WHEN NEW ACCESS ON WEST SIDE OF
LANDFILL IS FULLY FUNCTIONAL .
INSTALL GRASSED UTILITY BENCH AFTER
RESTRICTIVE COVER IS INSTALLED.
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CONSTRUCT 20' ASPHALT ACCESS DRIVE PRIOR
TO DEMOLITION OF EXISTING MAIN ACCESS DRIVE
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MM-15
MM-16
MM-23
MM-18
MM-22
MM-21
WIDEN ASPHALT ROAD IN THIS AREA
TO IMPROVE RADIUS TO
TEMPORARY ACCESS ROAD ON
WEST SIDE OF LANDFILL
MM-9
INSTALL NEW 1,000 GALLON SEPTIC TANK AND
NEW DUPLEX PACKAGE PUMP STATION
SEE SHEET C-108 FOR ADDITIONAL REQUIREMENTS
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EXISTING TANK FOR GARAGE WASHDOWN WATER TO REMAIN IN SERVICE
EXISTING SEPTIC TANK TO BE REMAIN IN SERVICE DURING CONSTRUCTION,
THEN ABANDONED WHEN NEW PUMP STATION BECOMES OPERATIONAL
SEE SHEET C-108 FOR ADDITIONAL INFORMATION
NOTES:
1. EXISTING LANDFILL GAS (LFG) AND LEACHATE
EXTRACTION WELLS MUST BE RAISED TO
ACCOMMODATE PROPOSED GRADES. NEW LFG AND
LEACHATE COLLECTION PIPING IS REQUIRED.
2. LFG EXTRACTION WELLS 9, 10, 12, AND 13 HAVE
LEACHATE COLLECTION PUMPS THAT DO NOT
PRODUCE, AND THEREFORE WILL BE CONVERTED TO
LFG COLLECTION ONLY, PER THE DETAILS.
3. EXISTING LFG (NOTED AS MM) AND GW MONITORING
WELLS TO REMAIN. CONTRACTOR SHALL PROTECT
THESE WELLS DURING CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR ALL COSTS
ASSOCIATED WITH REPLACING A DAMAGED WELL.
4. LFG AND LEACHATE COLLECTION SYSTEMS WILL BE
SHUT DOWN DURING CONSTRUCTION. EW's WILL BE
PASSIVELY VENTED DURING THE SHUTDOWN. SEE
DETAILS FOR ADDITIONAL INFORMATION PERTAINING
TO THE WELLHEAD CONSTRUCTION.
5. FINAL FENCING LOCATION AND GATES TO BE
DETERMINED BY OWNER DURING CONSTRUCTION
6. EXISTING UTILITY LINES ACROSS WASTE LIMITS TO BE
REROUTED PRIOR TO CONSTRUCTION, BY OTHERS.
HOWEVER, THE CONTRACTOR WILL BE RESPONSIBLE
FOR REMOVING ANY REMAINING UTILITY POLES. AT 4
LOCATIONS WITHIN LINER LIMITS, BACKFILL REMOVED
UTILITY POLE WITH 2% BENTONITE MIX.
HAYWOOD COUNTY SCHOOLS BUS MAINTENANCE FACILITY
TO REMAIN IN SERVICE DURING CONSTRUCTION
INSTALL NEW LFG AND LEACHATE
COLLECTION PIPING, TYP.
SEE DETAILS FOR REQUIREMENTS
SEE PIPING PLAN, SHEET C-104
PROPOSED LINER EDGE
INSTALL NEW CAP
OVER ENTIRE AREA,
PER THE DETAILS
EXISTING LEACHATE PUMP STATION TO
REMAIN IN OPERATION
CONNECT NEW FORCE MAIN TO EXISTING
LEACHATE PIPE JUST OUTSIDE P.S. WETWELL
LFG FLARE STATION TO BE RECONNECTED TO NEW LFG
COLLECTION PIPING AND RESTORED TO OPERATION AT
THE CONCLUSION OF CONSTRUCTION
INSTALL NEW ACCESS TO LANDFILL PROPERTY
WORK INCLUDES ±55 LF STREAM IMPACT
SEE STREAM CROSSING PLAN AND DETAILS
CROSSING INCLUDES FENCING AND GATE
TW:2769
BW:2767
TW:2763
BW:2759
TW:2757
BW:2749
TW:2751
BW:2742
TW:2743
BW:2741
TW:2747
BW:2741
LIMITS OF EXISTING ACCESS
ROAD REMOVAL
LIMITS OF EXISTING ACCESS ROAD REMOVAL
LIMITS OF EXISTING ACCESS ROAD REMOVAL
THIS SECTION OF EXISTING ACCESS ROAD TO BE REMOVED AND NOT REPLACED,
ONLY AFTER PROPOSED PAVED ACCESS ROAD ON WEST SIDE OF LANDFILL IS FULLY FUNCTIONAL.
TEMPORARY CONSTRUCTION ACCESS TO BE GRASSED AND
REMAIN IN PLACE AT THE COMPLETION OF CONSTRUCTION.
TEMPORARY ACCESS ROAD TO BUS MAINTENANCE FACILITY DURING CONSTRUCTION
MUST BE FULLY FUNCTIONAL PRIOR TO DEMOLITION OF EXISTING MAIN ACCESS DRIVE
SEE SHEET C-107 FOR REQUIREMENTS
WIDEN ASPHALT ROAD IN THIS AREA TO
IMPROVE RADIUS TO FINAL ACCESS
ROAD ON WEST SIDE OF LANDFILL
INSTALL GUARDRAIL
CONSTRUCT FINAL ACCESS ROAD AT THE COMPLETION
OF THE INSTALLATION OF LFG AND LEACHATE
COLLECTION PIPING AND CAP CONSTRUCTION
WETLANDS B
0.21 ACRES
WETLANDS A
0.04 ACRES
EXISTING GROUNDWATER AND LFG
MONITORING WELLS TO REMAIN IN SERVICE
INSTALL PROTECTION PER DETAILS AND PER
NOTES ON SHEET C-105 AND IN DETAILS
LINER EDGE MARKER
TYP. OF 34
EXISTING ACCESS TO REMAIN IN
SERVICE AT ALL TIMES
REMOVE EXISTING LEACHATE COLLECTION
PUMP (INCLUDING DOWN-WELL PIPING)
FROM EXTRACTION WELL, TYP. OF 4
REPLACE WITH LFG EXTRACTION ONLY
PAVE AREA IMMEDIATELY TO THE WEST OF THE MAINTENANCE BUILDING
LEGEND
LFG EXTRACTION WELL EW-5
EW-6
LFG EXTRACTION WELL WITH DE-WATERING PUMP
PUMP TO BE REPLACED
LFG EXTRACTION WELL WITH DE-WATERING PUMP
PUMP NOT REPLACED
REMOVE ALL TREES FROM AREAS TO BE GRADED
SEE EROSION CONTROL PLAN FOR REQUIREMENTS
PRIOR TO COMMENCING TREE REMOVAL
EW-7
INSTALL "INNER" FENCE
5,450 L.F. (DOES NOT INCLUDE
FENCE AT RETAINING WALL)
INSTALL NEW 20' WIDE DBL-SWING GATE
IN ACCESS ROAD AT EXISTING FENCE
INSTALL NEW 12' WIDE DBL-SWING GATE
RATCLIFFE
COVE
BRANCH
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PROPOSED LINER EDGE
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UNNAMED
BRANCH
EW-10
EW-9
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PROPOSED LEACHATE COLLECTION PIPING WITH SIZE
VALVE 6
PROPOSED LFG COLLECTION PIPING WITH SIZE, MARKER POST AND VALVE
EW-10
MM-8
LANDFILL GAS MONITORING WELL
GROUNDWATER MONITORING WELL
MM-14
MW-6
EXISTING DRAIN FIELD TO REMAIN IN SERVICE DURING CONSTRUCTION
UNTIL THE NEW PUMP STATION AND FORCE MAIN BECOME OPERATIONAL
INSTALL NEW 4' WIDE GATE
INSTALL NEW 4' WIDE GATE
INSTALL NEW 12' WIDE DBL-SWING GATE
INSTALL NEW 12' WIDE DBL-SWING GATE
INSTALL NEW 12' WIDE DBL-SWING GATE
INSTALL NEW 4' WIDE GATE
INSTALL NEW 24' WIDE DBL-SWING GATE
AT EXISTING ACCESS ROAD
MW-8
MW-10
MM-17
MM-14
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MW-11
MM-7
MW-15
MW-9
MW-19
MW-20
MW-20D
MW-21
MM-20
PROPOSED RETAINING WALL
SEE DETAILS, SHEET C-501 & C-507
INSTALL 320 L.F. GUARDRAIL
INSTALL CABC THIS AREA AFTER NEW ROAD
IS COMPLETED, APPROX. 4" TO 18" OVER ±18,000 S.F.
PROVIDE POSITIVE DRAINAGE AWAY FROM ROAD
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EW-13
EW-12
EW-18
EW-19
EW-20
EW-21
EW-11
SEE SHEET C-107 FOR
REQUIREMENTS AT THE
ENTRANCE AREA
SEE SHEET C-108 FOR REQUIREMENTS AT
THE MAINTENANCE BUILDING AREA
SEE SHEET C-109 FOR REQUIREMENTS
AT THE STREAM CROSSING
INSTALL ASPHALT PAVING
SEE SHEET C-108
EW-15
EW-6
EW-4
EW-3
EW-1
EW-16
EW-17
EW-8
EW-2
EW-5
PROPOSED FORCE MAIN AND ELECTRICAL CONDUITS
SEE REQUIREMENTS SHEET C-104
VALVE 2
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PROPOSED FENCING NOTES:
1. "INNER" FENCE IS 6-FOOT CHAIN-LINK FENCE, GREEN VINYL
COATING, WITH A TOP RAIL AND BOTTOM TENSION WIRE.
2. "OUTER" FENCE IS 4-FOOT TALL CHAIN LINK FENCE,
SIMILAR TO THE INNER FENCE
INSTALL "OUTER" FENCE
3,200 L.F. (DOES NOT INCLUDE
FENCE AT STREAM CROSSING)
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PROPOSED FENCING WITH GATE
X
EW-14
M
COUNTY SOLID WASTE DEPT
EQUIPMENT STORAGE, TO REMAIN
MM-19
EXISTING UTILITY POLE TO BE REMOVED
BY CONTRACTOR. SEE NOTE 6 THIS SHEET.
TYP. OF 3 OUTSIDE LINER LIMITS.
EXISTING UTILITY POLE TO BE REMOVED
BY CONTRACTOR. SEE NOTE 6 THIS SHEET.
TYP. OF 4 WITHIN LINER LIMITS.
SITE PLAN
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
HAYWOOD COUNTY, NORTH CAROLINA
HAYWOOD COUNTY
MDC
JRB
DAP
JRB DECEMBER 2019 14.00708 N/A
C-102
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NO. DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT # FUNDING #
R
CALL
811 BEFORE YOUD GI
SAFE DIGGING PARTNER
1 INCH = 100 FEETGRAPHIC SCALE
100 0 50 100 2000FRANCIS FARM LANDFILL
RESTRICTIVE COVER IMPLEMENTATION
BID DOCUMENTS