1-GLRA 2026 GCCS Expansion - Issued for Bid 2025-01-05.pdf
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About this file
This document is a set of engineering drawings and specifications for the Schilling Landfill Vertical Well Installation (Phase II) project prepared by SCS Engineers for the Greater Lebanon Refuse Authority (GLRA) in Lebanon, Pennsylvania. The project involves the installation of vertical landfill gas (LFG) extraction wells, associated air and force main piping systems, protective cover grading, and well abandonment work at the Schilling Landfill located at 1800 Russell Road, Lebanon, Pennsylvania 17046. The scope of work includes installing four new vertical extraction wells (VWH049, VWH050, VWH051, and VWH052), redrilling nine existing wells, abandoning multiple existing wells and surface collector systems, installing new LFG header piping with air and force main lines, constructing road crossings with corrugated metal pipe, and installing air relief valves and leachate clean-out connections. All landfill gas conveyance piping is specified as SDR17 high-density polyethylene (HDPE) with minimum 5% slope, compressed air piping as SDR9 HDPE, and force main carrier piping as SDR11 HDPE. The drawings indicate all trench work requires a minimum 24 inches of cover over pipe, and all disturbed areas must be restored to original conditions. The issuance for bid date is January 5, 2026.
The document does not contain specific pricing information, contract terms, award dates, or financial details within the provided drawings and specifications. The engineering plans reference an April 2, 2025 survey by Hershey Surveying, Inc. and existing LFG system components from the June 26, 2023 as-built drawings. The project is registered with Pennsylvania and designed by Registered Professional Engineer Eric Randall Peterson (PE No. 077140) at SCS Engineers, located at 4330 Lewis Road, Suite 1, Harrisburg, Pennsylvania 17111. Construction notes emphasize coordination with the construction quality assurance (CQA) representative, owner, and LFG operator to minimize system shutdowns during implementation.
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PREPARED FOR:
VERTICAL WELL INSTALLATION (PHASE II)
SCHILLING LANDFILL
LEBANON, PA 17046
GLRA LANDFILL
GREATER LEBANON REFUSE AUTHORITY
EXPLANATION OF "SECTION" OR "DETAIL" SYMBOL
N P R O J E C T D R A W I N G S
A N D
S P E C I F I C A T I O N S G L R A
G C C S
E X P A N S I O N G L R A
G C C S
E X P A N S I O N
C O V E R
S H E E T D W G l a y o u t
C O V E R p l o t t e d o n
P M
H e r v a t i n
C o l t o n
"SECTION" OR "DETAIL" IDENTIFICATION NUMBER
OR LETTER.
SHEET NUMBER ON
WHICH "SECTION" OR
"DETAIL" IS DRAWN.
GLRA
LANDFILLLEBANON COUNTY, PA
LOCATION MAP
USGS LEBANON, PA. QUADRANGLE
1000FT 2000FT
SCALE: 1:2000
500FT
HOR.
PROJECT LOCATION
1000FT
SHEET INDEX
1. COVER SHEET
2. EXISTING CONDITIONS SITE PLAN
3. PROPOSED SITE PLAN
4. PROTECTIVE COVER GRADES
5. WELL DRILLING DETAILS
6. EXTRACTION WELLHEAD DETAILS
7. GENERAL LFG DETAILS 1
8. GENERAL LFG DETAILS 2
9. ABANDONMENT DETAILS
10. DUAL EXTRACTION WELL DETAILS
PENNSYLVANIA
PREPARED BY:ISSUED FOR BID
01/05/2026
DRAWING NO.
SCALE:
DATE:
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ERIC RANDALL PETERSON
J J S
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C O
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H E
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PAD #1
PAD #7
PAD #5
PAD #3
PAD #2
PAD #6
PAD #4
PAD #7
PAD #5
D ra in
D ra in
GEOMEMBRANE CAP LIMITS
CLOSURE TURF CAP LIMITS
AIR PIPING
FORCE MAIN PIPING
AIR PIPING
AIR & FORCE MAIN PIPING
FORCE MAIN PIPING
HORIZONTAL COLLECTOR PIPING
AIR & FORCE MAIN PIPING
FORCE MAIN PIPING
EXISTING CELL LIMITS
LFG HEADER PIPING
HORIZONTAL COLLECTOR PIPING
GAS MONITORING PROBES
LEACHATE CLEANOUT RISERS
GAS MONITORING PROBES
LEACHATE CLEANOUT RISERS
HORIZONTAL COLLECTOR WELLHEADS
HORIZONTAL COLLECTOR WELLHEADS
BAROMETRIC DRAINS
EW-514 (SW)
VALVE
LFG SLIP WELL
ISOLATION VALVE
EXISTING CELL LIMITS
VERTWH002
LFG WELL
LFG SLIP WELL
LEACHATE CLEANOUT RISERS
HORIZONTAL COLLECTOR WELLHEADS
BAROMETRIC DRAINS
DRAWING NO.
SCALE:
DATE:
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REFERENCES:
1. BACKGROUND TOPOGRAPHY AND SITE FEATURES PRODUCED FROM APRIL 2ND, 2025
SURVEY PROVIDED BY HERSHEY SURVEYING, INC. THE HORIZONTAL DATUM AND
VERTICAL DATUM SHOWN REFERENCE PENNSYLVANIA NAD83 STATE PLANE SOUTH
ZONE.
2. EXISTING LFG SYSTEM COMPONENTS TAKEN FROM SCS ENGINEERS DRAWING "GLRA
2023 GCCS AS-BUILT" DATED JUNE 26TH, 2023.
LEGEND
PAD #1
PAD #7
PAD #5
PAD #3
PAD #2
PAD #6
PAD #4
PAD #7
PAD #5
D ra in
D ra in
ARV
ARV
ARV
ARV
VWH036R
VWH033R
VWH038R
VWH034R
VWH049
VWH050
VWH051
VWH039R
VERTWH006R
VWH035R
VWH037R
VWH041RVWH052
VWH033
VWH036
VWH038
VWH034
VWH039
VERTWH006
VWH035
VWH041
VWH037
2" A
IR
2" FM
2" AIR
2" FM
2" A
IR
2" FM
2" AIR
2" FM
2" A
IR
2" F M
2" FM
2" A
IR
6"
6"
6"
6"
6"
6" 6"
6"
2" FM
ARV
NEW CMP ROAD CROSSING
NEW AIR RELIEF VALVE
NEW FM PIPING
NEW LFG WELL
NEW REDRILL WELL
VWH041R
VWH049
NEW LFG WELL
NEW REDRILL WELL
NEW WELL ABANDONMENT
VWH041R
VWH049
VERTWH006
NEW REDRILL WELL
NEW WELL ABANDONMENT
NEW SURFACE COLLECTOR ABANDONMENT
VWH041R
VERTWH006
PROPOSED 2026 CAPPING LIMITS
NEW LFG HEADER
NEW A&FM PIPING
NEW LFG HEADER
NEW A&FM PIPING
NEW LFG ISOLATION VALVE
NEW A&FM FLANGE
NEW CMP ROAD CROSSING
GEOMEMBRANE CAP LIMITS
CLOSURE TURF CAP LIMITS
AIR PIPING
FORCE MAIN PIPING
AIR PIPING
AIR & FORCE MAIN PIPING
FORCE MAIN PIPING
HORIZONTAL COLLECTOR PIPING
AIR & FORCE MAIN PIPING
FORCE MAIN PIPING
EXISTING CELL LIMITS
LFG HEADER PIPING
HORIZONTAL COLLECTOR PIPING
ARV
NEW AIR RELIEF VALVE
NEW FM PIPING
NEW AIR PIPING
NEW FM PIPING
NEW AIR PIPING
GAS MONITORING PROBES
LEACHATE CLEANOUT RISERS
GAS MONITORING PROBES
LEACHATE CLEANOUT RISERS
HORIZONTAL COLLECTOR WELLHEADS
HORIZONTAL COLLECTOR WELLHEADS
BAROMETRIC DRAINS
EW-514 (SW)
VALVE
LFG SLIP WELL
ISOLATION VALVE
EXISTING CELL LIMITS
VERTWH002
LFG WELL
LFG SLIP WELL
LEACHATE CLEANOUT RISERS
HORIZONTAL COLLECTOR WELLHEADS
BAROMETRIC DRAINS
DRAWING NO.
SCALE:
DATE:
P R
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NO. 077140
ERIC RANDALL PETERSON
P R
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LEGEND
REFERENCES:
1. BACKGROUND TOPOGRAPHY AND SITE FEATURES PRODUCED FROM APRIL 2ND, 2025
SURVEY PROVIDED BY HERSHEY SURVEYING, INC. THE HORIZONTAL DATUM AND
VERTICAL DATUM SHOWN REFERENCE PENNSYLVANIA NAD83 STATE PLANE SOUTH
ZONE.
2. EXISTING LFG SYSTEM COMPONENTS TAKEN FROM SCS ENGINEERS DRAWING "GLRA
2023 GCCS AS-BUILT" DATED JUNE 26TH, 2023.
CONSTRUCTION NOTES:
1. TOPOGRAPHY DOES NOT NECESSARILY REFLECT CURRENT CONDITIONS IN ALL AREAS
AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.
2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
3. ALL PROPOSED LANDFILL GAS CONVEYANCE PIPING SHALL BE INSTALLED AT A
MINIMUM OF 5% SLOPE (UNLESS APPROVED BY ENGINEER) IN THE DIRECTION
INDICATED. EXCAVATE TRENCH AS DEEP AS NECESSARY TO ACHIEVE MINIMUM
SLOPE. NO ADDITIONAL PAYMENT WILL BE ALLOWED FOR TRENCH EXCAVATION TO
MAINTAIN SLOPE.
4. TRENCH IS TO HAVE A MINIMUM OF 24 INCHES OF COVER OVER TOP OF THE PIPE,
UNLESS OTHERWISE NOTED.
5. ALL LANDFILL GAS CONVEYANCE PIPING SHALL BE SDR17 HDPE, SIZE AS INDICATED.
ALL COMPRESSED AIR PIPING SHALL BE SDR9 HDPE, AND ALL FORCE MAIN CARRIER
PIPING SHALL BE SDR11 HDPE.
6. ALL DISTURBED AREAS TO BE RESTORED TO ORIGINAL CONDITIONS.
7. COORDINATE ALL TIE-INS AND SYSTEM SHUTDOWNS WITH CQA REPRESENTATIVE,
OWNER, AND LFGE OPERATOR. SYSTEM SHUTDOWNS AND/OR ISOLATIONS SHALL BE
MINIMIZED.
INSTALL 12"Ø ROAD
CROSSING (TYP. 3)
INSTALL NEW AIR RELIEF VALVE
NEAR NEW WELL (TYP. 4)
INSTALL NEW VERTICAL
EXTRACTION WELL (TYP. 4)
INSTALL NEW 2"Ø AIR AND 2"Ø
FORCE MAIN TO NEW WELL (TYP.)
INSTALL NEW VERTICAL EXTRACTION
WELL AND ABANDON EXISTING
VERTICAL EXTRACTION WELL (TYP. 9)
ABANDON EXISTING FORCE MAIN PIPING AND
TERMINATE WITH A BUTT CAP. INSTALL NEW
FORCE MAIN DISCHARGE TO CLEAN OUT
TIE IN NEW FORCE MAIN
NEAR CLEAN OUT RISER
CO-14
INSTALL 6"Ø CMP ROAD
CROSSING (TYP. 6)
TIE-IN TO EXISTING VACUUM
RISER AT PAD5W
INSTALL NEW AIR PIPING FROM
WELL VWH040 TO VWH051
ABANDON STANDARD WELL AND
EXTEND VACUUM TO NEW WELL
(TYP. 5)
ABANDON VACUUM AND AIR AND
FORCE MAIN RISERS AT EXISTING
WELL VWH034
CONTINUE AIR AND FORCE MAIN FROM VWH008 TO
NEW WELL. INSTALL NEW VACUUM PIPING IN COMMON
TRENCH AND TIE-IN TO VACUUM RISER AT HZWH0026
INSTALL NEW 6"Ø GAS
CONVEYANCE PIPING TO NEW
WELL VWH035R AND ABANDON
EXISTING WELL
TIE IN TO EXISTING
VACUUM RISER AT
10000_12
ABANDON EXISTING FORCE MAIN PIPING TO
WELL VWH033 AND TERMINATE WITH A BUTT CAP.
TIE0IN FORCE MAIN DISCHARGE TO
EXISTING SOUTHWESTERN CLEAN OUT
NEW LFG WELL
VWH052
VWH036R
VWH033R
VWH038R
VWH034R
VWH049
VWH050
VWH051
VWH039R
VERTWH006R
VWH035R
VWH037R
VWH041RVWH052
NEW REDRILL WELL
VWH041R
VWH049
NEW ABANDONMENT WELL
EXISTING LEACHATE COLLECTION RISERS
EXISTING LEACHATE COLLECTION PIPE
BASE GRADE/TOP OF PROTECTIVE COVER
BASE GRADE/TOP OF PROTECTIVE COVER
EXISTING GRADE ELEVATION
EXISTING GRADE ELEVATION
FINAL GRADE ELEVATION
FINAL GRADE ELEVATION
PROPOSED BOREHOLE DEPTH
DRAWING NO.
SCALE:
DATE:
P R
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WELL DRILLING NOTES:
1. PROPOSED BOREHOLE DEPTHS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.
DRILLING SHALL NOT COMMENCE UNTIL A SURVEY HAS BEEN COMPLETED AND THE
ISSUED FOR CONSTRUCTION WELL SCHEDULE HAS BEEN REVIEWED AND SIGNED BY
ALL PARTIES.
REFERENCES:
1. PROTECTIVE COVER GRADES TAKEN FROM DRAWING TITLED "GLRA STONE BASE SOUTH
PADS 1-7 (DEC 2022)" BY GLRA DATED SEPTEMBER 2008.
2. FINAL COVER GRADES TAKEN FROM SCS ENGINEERS DRAWING TITLED "GLRA FINAL
GRADES (PERMIT)" BY SCS ENGINEERS DATED MARCH 15TH, 2023.
3. EXISTING TOPOGRAPHY TAKEN FROM DRAWING TITLED DRAWING HSI-SURVBASE (APRIL
2025) BY HERSHEY SURVEYING INC. DATED APRIL 2ND, 2025.
LEGEND
STANDARD VERTICAL EXTRACTION WELL
WELL BORE REINFORCEMENT GRATE DETAIL
PERFORATED PIPE DETAIL
DRAFT WELL SCHEDULE
5 4
"∅ REBAR SPACED
6"x6"
P E R F O R A T E D
P I P E
L E N G T H
V A R I E S
S E E
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S C H E D U L E
S O L I D
P I P E
L E N G T H
V A R I E S
S E E
W E L L
S C H E D U L E
36"∅ BOREHOLE MIN.
DRAWING NO.
SCALE:
DATE:
P R
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NO. 077140
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STANDARD EXTRACTION WELLHEAD DETAIL 1
DRAWING NO.
SCALE:
DATE:
P R
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LFG HEADER, AIRLINE & FORCEMAIN TRENCH DETAIL 5
CONSTRUCTION SUMMARY CHECKLIST 1
AIR & FORCE MAIN TIE-IN AT EXISTING WELL 4
TIE-IN TO EXISTING LATERAL RISER 2
3'-0" MIN.
DISTANCE TO BE 4'-0" LONGER THAN ROAD WIDTH
EXISTING STORM WATER BENCH OR ACCESS ROAD
ROAD CROSSING DETAIL 6
LEACHATE CLEAN-OUT 14 CONNECTION DETAIL 3
DRAWING NO.
SCALE:
DATE:
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NO. 077140
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FORCE MAIN CONNECTION INSTALLATION
FM AND AIR LATERAL DETAIL
FORCE MAIN AIR RELEASE VALVE AT NEW WELL 1
SOUTHWESTERN CLEAN-OUT CONNECTION DETAIL 4
TOP VIEW
DRAWING NO.
SCALE:
DATE:
P R
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NO. 077140
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TIE-IN TO EXISTING LFG AND AFM PIPING AT STANDARD WELL ABANDONMENT 1
TIE-IN TO EXISTING LFG PIPING AT STANDARD WELL ABANDONMENT 2
EXISTING STANDARD WELL ABANDONMENT
FORCE MAIN ABANDONMENT 3
TIE-IN TO EXISTING LFG PIPING AT STANDARD WELL AND AFM ABANDONMENT
DRAWING NO.
SCALE:
DATE:
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PLAN VIEWSIDE VIEW
PROPOSED PUMP INSTALL LIST 1
REGULATOR & DISCHARGE LINE 4
DUAL EXTRACTION WELL AIR
PUMP INSTALLATION DETAIL 2
DUAL EXTRACTION WELL
COMPRESSED AIR & FORCE MAIN TOP PACKAGES 3
DRAWING NO.
SCALE:
DATE:
P R
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01/05/2026
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| GLRA 2025 GCCS Expansion COVER SHEET-1 - COVER |
| Sheets and Views |
| 1 - COVER |
| GLRA 2025 GCCS Expansion PROPOSED DESIGN v0.3-2. EXISTING CONDITIONS SITE PLAN |
| Sheets and Views |
| 2. EXISTING CONDITIONS SITE PLAN |
| GLRA 2025 GCCS Expansion PROPOSED DESIGN v0.3-3. PROPOSED SITE PLAN |
| Sheets and Views |
| 3. PROPOSED SITE PLAN |
| GLRA 2025 GCCS Expansion PROPOSED DESIGN v0.3-4. PROTECTIVE COVER GRADES |
| Sheets and Views |
| 4. PROTECTIVE COVER GRADES |
| GLRA 2025 GCCS Expansion DESIGN DETAILS v0.2-5. WELL DRILLING DETAILS |
| Sheets and Views |
| 5. WELL DRILLING DETAILS |
| GLRA 2025 GCCS Expansion DESIGN DETAILS v0.2-6. EXTRACTION WELLHEAD DETAILS |
| Sheets and Views |
| 6. EXTRACTION WELLHEAD DETAILS |
| GLRA 2025 GCCS Expansion DESIGN DETAILS v0.2-7. GENERAL LFG DETAILS 1 |
| Sheets and Views |
| 7. GENERAL LFG DETAILS 1 |
| GLRA 2025 GCCS Expansion DESIGN DETAILS v0.2-8. GENERAL LFG DETAILS 2 |
| Sheets and Views |
| 8. GENERAL LFG DETAILS 2 |
| GLRA 2025 GCCS Expansion DESIGN DETAILS v0.2-9. ABANDONMENT DETAILS |
| Sheets and Views |
| 9. ABANDONMENT DETAILS |
| GLRA 2025 GCCS Expansion DESIGN DETAILS v0.2-10. DUAL EXTRACTION WELL DETAILS |
| Sheets and Views |
| 10. DUAL EXTRACTION WELL DETAILS |
File details come from the government source that posted it. Updated .