8-Exhibit A.pdf

PDF 7 MB Posted Jul 24, 2025

Attached to: Landfill Methane Monitoring and Maintenance Services
Solicitation number: RFP26-19
Issued by: Los Alamos County, New Mexico

About this file

Written by GovTribe AI · Aug 28, 2025

This document is a Request for Proposal (RFP26-19) for the Los Alamos County Landfill Gas Collection and Control System, prepared by SCS Engineers and Stearns, Conrad and Schmidt Consulting Engineers in July 2017. The project involves designing and implementing a comprehensive gas collection and control system for the Los Alamos County Eco Station located at 3701 E. Jemez Rd in Los Alamos, New Mexico. The technical drawings provide detailed plans for landfill gas extraction wells, collection system layouts, blower/flare facilities, condensate management, and associated infrastructure components.

The proposal includes multiple technical drawings detailing the proposed system's engineering specifications, including vertical extraction well designs, piping configurations, foundation details, and facility layout plans. The project appears to focus on environmental management and methane capture, with specific attention to proper well placement, condensate drainage, and strategic infrastructure positioning within the existing landfill topography. The drawings indicate a comprehensive approach to gas collection, including multiple extraction points, condensate management systems, and specialized blower and flare facilities designed to minimize environmental impact and maximize gas recovery efficiency.

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Other files

File	Type	Posted
3-RFP 03 Certification Debarement Suspension Form.pdf	PDF	Jul 24, 2025
9-RFP26-19 Cost Proposal Worksheet.docx	DOCX document	Jul 24, 2025
4-RFP 04 Request for Preference Form.pdf	PDF	Jul 24, 2025
6-RFP 06 Request for References Form.pdf	PDF	Jul 24, 2025
5-RFP 05 Verification of Authorized Offeror Form.pdf	PDF	Jul 24, 2025
2-RFP 02 Campaign Contribution Form.pdf	PDF	Jul 24, 2025
10-RFP26-19 Landfill Methane Monitoring and Maintenance Services FINAL 072325.pdf	PDF	Jul 24, 2025
7-RFP 07 Agreement Deviations and Exceptions Form.pdf	PDF	Jul 24, 2025
1-RFP 01 Sample Services Agreement.pdf	PDF	Jul 24, 2025

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LOS ALAMOS COUNTY LANDFILL

EXISTING SITE LAYOUT PLAN3.

PROPOSED SITE LAYOUT PLAN

SCS ENGINEERS

PREPARED FOR:

PREPARED BY:

LOS ALAMOS COUNTY ECO STATION

3701 E. JEMEZ RD

LOS ALAMOS, NM 87544

STEARNS, CONRAD AND SCHMIDT

CONSULTING ENGINEERS

1901 CENTRAL DRIVE, SUITE 550, BEDFORD, TX 76021

PH (817) 571-2288 FAX NO. (817) 571-2188

PROJECT # 16216151.00

GENERAL NOTES

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PROPOSED COLLECTION SYSTEM LAYOUT - 26.

LFG EXTRACTION WELL DETAILS7.

PROPOSED COLLECTION SYSTEM LAYOUT - 1

LFG EXTRACTION WELL AND PIPING DETAILS - 29.

CONDENSATE MANAGEMENT DETAILS10.

LFG EXTRACTION WELL AND PIPING DETAILS - 1

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C&D FILL AREA BLOWER/VENT FACILITY PLAN12.

BLOWER/FLARE AND VENT FOUNDATION DETAILS13.

MSW FILL AREA BLOWER/FLARE FACILITY PLAN

MISCELLANEOUS BLOWER/FLARE DETAILS - 114.

MISCELLANEOUS BLOWER/FLARE DETAILS - 215.

GAS COLLECTION AND CONTROL SYSTEM

JULY 2017

RFP26-19

EXHIBIT A

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01 - COVER SHEET

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AutoCAD SHX Text GENERAL NOTES: 1. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY ERROR OR OMISSION IN THE PLANS, ESTIMATED THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY ERROR OR OMISSION IN THE PLANS, ESTIMATED QUANTITIES OR SPECIFICATIONS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WITH THE WORK. SPECIAL CARE SHALL BE GIVEN TO SITE AND BUILDING LAYOUT THEREON. IN THE EVENT THE CONTRACTOR DISCOVERS AN ERROR, OMISSION, OR POSSIBLE DISCREPANCY BETWEEN FIELD CONDITIONS AND THE DRAWINGS, THEY SHALL IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 2. WHERE CONFLICTS BETWEEN THE GENERAL NOTES AND TECHNICAL SPECIFICATIONS OR DRAWINGS, THE MORE WHERE CONFLICTS BETWEEN THE GENERAL NOTES AND TECHNICAL SPECIFICATIONS OR DRAWINGS, THE MORE STRINGENT REQUIREMENT SHALL TAKE PRECEDENCE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF SUCH CONFLICTS. 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ENGINEER. 4. ALL DETAIL CALLOUTS AS SHOWN ON THE DRAWINGS, SECTIONS AND ELEVATIONS SHALL APPLY TO ALL SIMILAR ALL DETAIL CALLOUTS AS SHOWN ON THE DRAWINGS, SECTIONS AND ELEVATIONS SHALL APPLY TO ALL SIMILAR CONDITIONS WHETHER REFERENCED OR NOT. TYPICAL DETAILS AND NOTES SHALL APPLY UNLESS SHOWN OTHERWISE IN DRAWINGS. 5. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS SUCH STANDARDS SHALL BE THE WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS SUCH STANDARDS SHALL BE THE LATEST EDITION, AND/OR ADDENDUM. 6. THE LOCATIONS OF EXISTING ABOVE OR BELOW-GRADE STRUCTURES AND UTILITIES SHOWN SHOULD BE THE LOCATIONS OF EXISTING ABOVE OR BELOW-GRADE STRUCTURES AND UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE, AND MAY NOT BE ALL ENCOMPASSING. PRIOR TO COMMENCEMENT OF CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE SITE AND LOCATE ALL EXISTING ABOVE OR BELOW-GRADE STRUCTURES AND UTILITIES WITHIN AREAS OF WORK, INCLUDING BUT NOT LIMITED TO SOLAR PANELS AND ELECTRICAL, LFG LINES, DRIP LEGS, POWER LINES AND POLES, MANHOLES, PASSIVE GAS WELLS, MONITORING PROBES, ETC. ANY DAMAGE TO EXISTING STRUCTURES AND UTILITIES, AS A RESULT OF CONTRACTOR'S OR SUBCONTRACTOR'S PERFORMANCE OF WORK SHALL BE REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR. 7. ALL HEADER AND/OR LATERAL PIPING SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 2% OR 3% SLOPE AS ALL HEADER AND/OR LATERAL PIPING SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 2% OR 3% SLOPE AS IDENTIFIED ON DRAWINGS 4, 5 AND 6. 11 AND 12. 8. HEADER AND LATERAL PIPING SHALL BE STAKED BY CQA CONSULTANT PRIOR TO COMMENCEMENT OF WORK AND HEADER AND LATERAL PIPING SHALL BE STAKED BY CQA CONSULTANT PRIOR TO COMMENCEMENT OF WORK AND APPROVED BY OWNER AND ENGINEER. HOWEVER, THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO OBTAIN THE MINIMUM SLOPE AND SOIL COVER ON ALL INSTALLED PIPING. 9. CONTRACTOR IS RESPONSIBLE FOR HAULING EXCAVATED WASTE TO THE ON-SITE TRANSFER STATION DAILY PRIOR CONTRACTOR IS RESPONSIBLE FOR HAULING EXCAVATED WASTE TO THE ON-SITE TRANSFER STATION DAILY PRIOR TO 4:15 PM, USING CONTRACTOR PROVIDED ON-ROAD DUMP TRUCKS OR OTHER SUITABLE EQUIPMENT. 10. NO WELLBORES SHALL BE LEFT OPEN OVERNIGHT. IF WELL DRILLING IS NOT COMPLETE BY END OF WORKING NO WELLBORES SHALL BE LEFT OPEN OVERNIGHT. IF WELL DRILLING IS NOT COMPLETE BY END OF WORKING DAY ON A WELL, CONTRACTOR SHALL PLACE DRILLING GRATE AND PLYWOOD OVER THE BOREHOLE, PLACE SOIL OVER EDGES OF PLYWOOD, AND SET BARRICADES AROUND THE COVERED HOLE OR DRILLING RIG BUCKET ON TOP OF THE PLYWOOD. 11. NO PIPE TRENCH SHALL BE LEFT OPEN OVERNIGHT, WITH THE EXCEPTION OF 20 FEET AT END OF TRENCH NO PIPE TRENCH SHALL BE LEFT OPEN OVERNIGHT, WITH THE EXCEPTION OF 20 FEET AT END OF TRENCH NEEDED FOR CONTINUATION OF PIPE PLACEMENT THE FOLLOWING DAY. FOR INSTANCES WHERE PIPE PLACEMENT WILL CONTINUE THE FOLLOWING DAY, BARRICADES WILL BE ERECTED AROUND OPEN 20 FEET OF TRENCH. IF IN WASTE, THIS OPEN 20 FEET SHALL BE COVERED WITH A TARP OR OTHER APPROVED COVER AND SECURED AT THE EDGES WITH SOIL. 12. ALL PIPING TO BE INSTALLED TO PROVIDE POSITIVE CONDENSATE DRAINAGE TO PROPOSED LOW POINTS OR ALL PIPING TO BE INSTALLED TO PROVIDE POSITIVE CONDENSATE DRAINAGE TO PROPOSED LOW POINTS OR CONDENSATE DRIP LEGS. 13. LANDFILL GAS HEADER AND LATERAL PIPING PIPE SHALL BE PRESSURE TESTED FOR A MINIMUM OF ONE HOUR LANDFILL GAS HEADER AND LATERAL PIPING PIPE SHALL BE PRESSURE TESTED FOR A MINIMUM OF ONE HOUR AT THE FOLLOWING PRESSURES WITH NO LOSS IN PRESSURE. THE PRESSURES TO BE USED IN THE TESTING FOR THE LANDFILL GAS HEADER AND LATERAL PIPING SHALL BE 4 PSI FOR A MINIMUM OF ONE HOUR. CONDENSATE DRAIN LINE SHALL BE SUBJECT TO AN AIR TEST PRESSURE OF 4 PSIG FOR 30 MINUTES, THEN 100 PSIG FOR 30 MINUTES. THE CQA CONSULTANT MUST BE PRESENT FOR ALL PNEUMATIC PRESSURE TESTS. 16. CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION AND REMOVAL OF DRILLING PADS/BENCHES, AND CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION AND REMOVAL OF DRILLING PADS/BENCHES, AND RESTORING GRADES TO THEIR ORIGINAL CONDITION FOR ALL AREAS DISTURBED DURING CONSTRUCTION. 17. CONTRACTOR SHALL PROVIDE ACCESS FOR CQA CONSULTANT TO PERFORM FIELD SURVEYS TO RECORD CONTRACTOR SHALL PROVIDE ACCESS FOR CQA CONSULTANT TO PERFORM FIELD SURVEYS TO RECORD INSTALLED WORK. PIPE RUNS SHALL BE RECORDED AT NATURAL GROUND, TOP OF FINAL COVER SUBGRADE, TOP OF EACH FINAL COVER LAYER, AND THE TOP OF PIPE EVERY 50 FEET ON INSTALLED PIPING, OR MORE FREQUENT FOR PIPE BENDS, FITTINGS, GRADE CHANGES, AND VALVES. RECORD SURVEYS ARE TO BE COMPLETED AND APPROVED BY ENGINEER AND CQA CONSULTANT BEFORE CONTRACTOR LEAVES SITE. 18. CONTRACTOR SHALL CONTACT NEW MEXICO 811 AT LEAST 48 HOURS PRIOR TO EXCAVATION OUTSIDE OF WASTE, CONTRACTOR SHALL CONTACT NEW MEXICO 811 AT LEAST 48 HOURS PRIOR TO EXCAVATION OUTSIDE OF WASTE, IF APPLICABLE. 19. ALTHOUGH THE LANDFILL WAS NOT PERMITTED TO ACCEPT ASBESTOS CONTAINING MATERIAL, CONTRACTOR SHALL ALTHOUGH THE LANDFILL WAS NOT PERMITTED TO ACCEPT ASBESTOS CONTAINING MATERIAL, CONTRACTOR SHALL BE PREPARED TO HANDLE AND PROPERLY DISPOSE OF ENCOUNTERED ASBESTOS. COSTS FOR ASBESTOS DISPOSAL SHALL BE AGREED BETWEEN OWNER AND CONTRACTOR PRIOR TO REMOVAL, AND SUCH COSTS WILL BE DEDUCTED FROM THE ALLOWANCE. 20. CONTRACTOR SHALL OBTAIN BUILDING AND ELECTRICAL PERMITS, SWPPP, AND NOI AS SPECIFIED IN SECTION CONTRACTOR SHALL OBTAIN BUILDING AND ELECTRICAL PERMITS, SWPPP, AND NOI AS SPECIFIED IN SECTION 01560 OF THE SPECIFICATIONS. 21. OWNER SHALL OBTAIN DEPARTMENT OF ENERGY (DOE) EXCAVATION PERMIT AND PROVIDE PIC (PERSON IN OWNER SHALL OBTAIN DEPARTMENT OF ENERGY (DOE) EXCAVATION PERMIT AND PROVIDE PIC (PERSON IN CHARGE) FOR SUCH PERMIT. HOWEVER, CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE PROVISIONS OF THE PERMIT, AS SPECIFIED IN SECTION 01560 OF THE SPECIFICATIONS. 22. CONTRACTOR SHALL NOTE THAT 3'X3' COPPER PLATES (BELOW-GRADE) AND GROUNDING WIRE GRID CONTRACTOR SHALL NOTE THAT 3'X3' COPPER PLATES (BELOW-GRADE) AND GROUNDING WIRE GRID (ABOVE-GRADE) EXISTS IN THE VICINITY OF THE EXISTING SOLAR PANELS. ANY DAMAGE TO THE EXISTING GROUNDING GRID, AS A RESULT OF CONTRACTOR'S OR SUBCONTRACTOR'S PERFORMANCE OF WORK SHALL BE REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR.

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AutoCAD SHX Text W

AutoCAD SHX Text N 1774500

AutoCAD SHX Text E 1623000

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LFG V-3

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text W

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MP-1R

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MP-2R

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MP-3R

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MP-8R

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MP-9R

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MP-10R

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MP-11R

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MP-12R

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MP-2

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GP-03 (MP-3)

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MP-4

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MP-5

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MP-6

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GP-04 (MP-7)

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LFG V-3

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PV-02

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PV-01

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PV-03

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PV-04

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PV-05

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PV-06

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PV-08

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PV-17

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PV-18

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PV-19

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PV-20

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PV-25

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PV-24

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PV-26

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PV-23

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PV-22

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PV-27

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PV-02

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PV-01

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AutoCAD SHX Text 6"

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DL-1

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DL-2

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DL-3

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DL-4

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DL-5

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DL-6

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MP-12

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DL-7

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PV-11 (LFG V-1)

AutoCAD SHX Text

GP-05 (MP-8)

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PV-12 (LFG V-2)

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PV-13 (LFG V-4)

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MP-10

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PV-14 (LFG V-5)

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PV-15 (LFG V-6)

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PV-16 (LFG V-7)

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GP-06 (MP-9)

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GP-08 (MP-11)

AutoCAD SHX Text 6"

AutoCAD SHX Text H P

AutoCAD SHX Text 6"

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PV-09

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PV-10

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SCALE IN FEET

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AutoCAD SHX Text N

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LEGEND

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PERMIT BOUNDARY

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CURRENT LIMITS OF WASTE (APPROXIMATE)

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EXISTING CONTOURS (SEE NOTE 1)

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EXISTING ELECTRICAL/POWER POLES

AutoCAD SHX Text NOTES: 1. TOPOGRAPHY CONTOURS FOR THE ENTIRE PROPERTY WERE COMPILED BY TOPOGRAPHY CONTOURS FOR THE ENTIRE PROPERTY WERE COMPILED BY PHOTOGRAMMETRIC METHODS IN 2001, AND GROUND SURVEYS PERFORMED IN 2015 AND 2016. EXISTING CONTOURS SHOWN MAY VARY FROM ACTUAL FIELD CONDITIONS. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL EXISTING ABOVE-GRADE STRUCTURES AND FACILITIES WITHIN AREAS OF WORK, INCLUDING BUT NOT LIMITED TO SOLAR PANELS AND ELECTRICAL, LFG LINES, DRIP LEGS, POWER LINES AND POLES, MANHOLES, PASSIVE GAS WELLS, MONITORING PROBES, ETC. ANY DAMAGE TO EXISTING ABOVE-GRADE STRUCTURES AND FACILITIES, AS A RESULT OF CONTRACTOR'S OR SUBCONTRACTOR'S PERFORMANCE SHALL BE REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR. 3. GP-05 (MP-8), MP-9, MP-10, GP-08 (MP-11), AND MP-12 AND IDENTIFIED GP-05 (MP-8), MP-9, MP-10, GP-08 (MP-11), AND MP-12 AND IDENTIFIED PASSIVE VENTS SHALL BE ABANDONED BY CONTRACTOR AS SHOWN ON DETAIL 10. 4. CONTRACTOR SHALL NOTE THAT 3'X3' COPPER PLATES (BELOW-GRADE) AND CONTRACTOR SHALL NOTE THAT 3'X3' COPPER PLATES (BELOW-GRADE) AND GROUNDING WIRE GRID (ABOVE-GRADE) EXISTS IN THE VICINITY OF THE EXISTING SOLAR PANELS. ANY DAMAGE TO THE EXISTING GROUNDING GRID, AS A RESULT OF CONTRACTOR'S OR SUBCONTRACTOR'S PERFORMANCE OF WORK SHALL BE REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR.

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EXISTING SCALEHOUSE AND ADMIN. BUILDING

AutoCAD SHX Text N 1774000

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STATE PLANE COORDINATE SYSTEM

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EXISTING PASSIVE GAS VENT

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EXISTING MONITORING PROBE (OUTSIDE OF WASTE)

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EXISTING TRANSFER STATION

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EXISTING SOLAR PANEL (TYP., SEE NOTE 4)

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EXISTING SUBSTATION

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PROPOSED LFG COLLECTION PIPING (2% SLOPE)

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PROPOSED VERTICAL EXTRACTION WELL

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EW-18

AutoCAD SHX Text H P

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PROPOSED CONDENSATE DRIP LEG

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PROPOSED ISOLATION VALVE

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PROPOSED REMOTE WELLHEAD

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PROPOSED HIGH POINT

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PROPOSED ROAD CROSSING

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DETAIL DESIGNATION

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DRAWING DETAIL REFERENCES

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DRAWING DETAIL SHOWN ON

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DL-1

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CLIENT

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CHK. BY:

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APP. BY:

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DWN. BY:

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Q/A RVW BY:

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DSN. BY:

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CADD FILE:

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PROJ. NO.

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DATE:

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SCALE:

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DRAWING NO.

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DATE

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PROJECT TITLE

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DRAWING TITLE

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DESCRIPTION

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04 - PROPOSED SITE PLAN

AutoCAD SHX Text \\BED-FS02\Data\Civil 3D Projects\CADD\Los Alamos County\16216151.00 Task 1.2 - Engineering Plans & Specifications\04 - PROPOSED SITE PLAN

AutoCAD SHX Text

7/7/2017 10:07 AM

AutoCAD SHX Text \\BED-FS02\Data\Civil 3D Projects\CADD\Los Alamos County\16216151.00 Task 1.2 - Engineering Plans & Specifications\04 - PROPOSED SITE PLAN

AutoCAD SHX Text

7/7/2017 10:07 AM

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AS SHOWN

AutoCAD SHX Text 16216151.00

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RRK

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BJD

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RRK

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BJD

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RRK

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ABANDON EXISTING MONITORING EXTRACTION PROBE (WITHIN WASTE, SEE NOTE 3)

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PROPOSED LFG COLLECTION PIPING (3% SLOPE)

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ABANDON EXISTING GAS VENT (SEE NOTE 3)

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SEE DRAWING 6

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SEE DRAWING 5

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EXISTING ET FINAL COVER AREA (APPROXIMATE)

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EXISTING GCL FINAL COVER AREA (APPROXIMATE)

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EXISTING ABOVE-GRADE GEOMEMBRANE LINED AREA (APPROXIMATE)

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EXISTING FIRE HYDRANT

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ABANDONED IN-PLACE PIPING (APPROXIMATE LOCATION)

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PV-02

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EXISTING PASSIVE VENT CONNECTED TO LFG COLLECTION SYSTEM

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PROPOSED ELECTRIC LINE

120/208V, 3-PHASE, 100 AMP ELECTRIC SERVICE (OWNER PROVIDED)

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PV-02

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PV-01

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PV-02

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PV-01

AutoCAD SHX Text 6"

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DL-1

AutoCAD SHX Text N 1775500

AutoCAD SHX Text E 1621000

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SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text N

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LEGEND

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PERMIT BOUNDARY

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CURRENT LIMITS OF WASTE (APPROXIMATE)

AutoCAD SHX Text

EXISTING CONTOURS (SEE NOTE 1)

AutoCAD SHX Text NOTES: 1. TOPOGRAPHY CONTOURS FOR THE ENTIRE PROPERTY WERE COMPILED BY TOPOGRAPHY CONTOURS FOR THE ENTIRE PROPERTY WERE COMPILED BY PHOTOGRAMMETRIC METHODS IN 2001, AND GROUND SURVEYS PERFORMED IN 2015 AND 2016. EXISTING CONTOURS SHOWN MAY VARY FROM ACTUAL FIELD CONDITIONS. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL EXISTING ABOVE-GRADE STRUCTURES AND FACILITIES WITHIN AREAS OF WORK, INCLUDING BUT NOT LIMITED TO SOLAR PANELS AND ELECTRICAL, LFG LINES, DRIP LEGS, POWER LINES AND POLES, MANHOLES, PASSIVE GAS WELLS, MONITORING PROBES, ETC. ANY DAMAGE TO EXISTING ABOVE-GRADE STRUCTURES AND FACILITIES, AS A RESULT OF CONTRACTOR'S OR SUBCONTRACTOR'S PERFORMANCE SHALL BE REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR. 3. ALL PROPOSED BELOW-GRADE PIPING (CONDENSATE DRAIN AND LFG ALL PROPOSED BELOW-GRADE PIPING (CONDENSATE DRAIN AND LFG COLLECTION PIPING) SHALL BE INSTALLED WITH A MINIMUM OF 2 FEET OF SOIL COVER AND 1-FOOT OF SEPARATION AT PIPE CROSSINGS. CONDENSATE DRAIN LINE SHALL BE INSTALLED WITH A MINIMUM OF 2 PERCENT SLOPE TO TIE-IN AT CONDENSATE DRIP LEG.

AutoCAD SHX Text N 1774000

AutoCAD SHX Text

STATE PLANE COORDINATE SYSTEM

AutoCAD SHX Text

LFG EXTRACTION WELL (TYP. OF 17)

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PROPOSED LFG COLLECTION PIPING (2% SLOPE)

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PROPOSED VERTICAL EXTRACTION WELL

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EW-3

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PROPOSED CONDENSATE DRIP LEG

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PROPOSED ISOLATION VALVE

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PROPOSED REMOTE WELLHEAD

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REMOTE WELLHEAD (TYP. OF 5)

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HEADER/LATERAL TRENCH (TYP.)

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DETAIL DESIGNATION

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DRAWING DETAIL REFERENCES

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DRAWING DETAIL SHOWN ON

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DL-1

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EXISTING GCL FINAL COVER AREA (APPROXIMATE)

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PROPOSED LFG COLLECTION PIPING (3% SLOPE)

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TIE-IN TO EXISTING PASSIVE GAS WELL/VENT (TYP. OF 3)

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PROPOSED C&D AREA BLOWER/VENT FACILITY (SEE DRAWING 12)

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CLIENT

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CHK. BY:

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APP. BY:

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DWN. BY:

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Q/A RVW BY:

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DSN. BY:

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CADD FILE:

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PROJ. NO.

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DATE:

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SCALE:

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DRAWING NO.

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DATE

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REV

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PROJECT TITLE

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DRAWING TITLE

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DESCRIPTION

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05 - PROPOSED EXTRACTION SYSTEM LAYOUT - 1

AutoCAD SHX Text \\BED-FS02\Data\Civil 3D Projects\CADD\Los Alamos County\16216151.00 Task 1.2 - Engineering Plans & Specifications\05 - PROPOSED EXTRACTION SYSTEM LAYOUT - 1

AutoCAD SHX Text

7/7/2017 10:23 AM

AutoCAD SHX Text \\BED-FS02\Data\Civil 3D Projects\CADD\Los Alamos County\16216151.00 Task 1.2 - Engineering Plans & Specifications\05 - PROPOSED EXTRACTION SYSTEM LAYOUT - 1

AutoCAD SHX Text

7/7/2017 10:23 AM

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 16216151.00

AutoCAD SHX Text

RRK

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BJD

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RRK

AutoCAD SHX Text

BJD

AutoCAD SHX Text

RRK

AutoCAD SHX Text 07/2017

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PROPOSED CONDENSATE DRAIN LINE (SEE NOTE 3)

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PROPOSED DIRECTION OF DOWNGRADIENT PIPE SLOPE

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PV-02

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EXISTING PASSIVE VENT CONNECTED TO LFG COLLECTION SYSTEM

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RIGID CONDUIT

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PROPOSED ELECTRIC LINE

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AutoCAD SHX Text N 1775000

AutoCAD SHX Text E 1623500

AutoCAD SHX Text E 1624000

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AutoCAD SHX Text N 1774500

AutoCAD SHX Text E 1623000

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MP-9R

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MP-10R

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MP-12R

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LFG V-3

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PV-18

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PV-19

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PV-20

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PV-25

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PV-24

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PV-26

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PV-23

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PV-22

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PV-27

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AutoCAD SHX Text 6"

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DL-2

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DL-3

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DL-4

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DL-5

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DL-6

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MP-12

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DL-7

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PV-11 (LFG V-1)

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GP-05 (MP-8)

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PV-12 (LFG V-2)

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PV-13 (LFG V-4)

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MP-10

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PV-14 (LFG V-5)

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PV-15 (LFG V-6)

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PV-16 (LFG V-7)

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GP-06 (MP-9)

AutoCAD SHX Text

GP-08 (MP-11)

AutoCAD SHX Text 6"

AutoCAD SHX Text H P

AutoCAD SHX Text 6"

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PV-09

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PV-10

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SCALE IN FEET

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AutoCAD SHX Text N

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LEGEND

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PERMIT BOUNDARY

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CURRENT LIMITS OF WASTE (APPROXIMATE)

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EXISTING CONTOURS (SEE NOTE 1)

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EXISTING ELECTRICAL/POWER POLES

AutoCAD SHX Text NOTES: 1. TOPOGRAPHY CONTOURS FOR THE ENTIRE PROPERTY WERE TOPOGRAPHY CONTOURS FOR THE ENTIRE PROPERTY WERE COMPILED BY PHOTOGRAMMETRIC METHODS IN 2001, AND GROUND SURVEYS PERFORMED IN 2015 AND 2016. EXISTING CONTOURS SHOWN MAY VARY FROM ACTUAL FIELD CONDITIONS. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL EXISTING ABOVE-GRADE STRUCTURES AND FACILITIES WITHIN AREAS OF WORK, INCLUDING BUT NOT LIMITED TO SOLAR PANELS AND ELECTRICAL, LFG LINES, DRIP LEGS, POWER LINES AND POLES, MANHOLES, PASSIVE GAS WELLS, MONITORING PROBES, ETC. ANY DAMAGE TO EXISTING ABOVE-GRADE STRUCTURES AND FACILITIES, AS A RESULT OF CONTRACTOR'S OR SUBCONTRACTOR'S PERFORMANCE SHALL BE REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR. 3. GP-05 (MP-9), MP-9, MP-10, GP-08 (MP-11), AND MP-12 GP-05 (MP-9), MP-9, MP-10, GP-08 (MP-11), AND MP-12 AND IDENTIFIED PASSIVE VENTS SHALL BE ABANDONED BY CONTRACTOR AS SHOWN ON DETAIL 10. 4. CONTRACTOR SHALL NOTE THAT 3'X3' COPPER PLATES CONTRACTOR SHALL NOTE THAT 3'X3' COPPER PLATES (BELOW-GRADE) AND GROUNDING WIRE GRID (ABOVE-GRADE) EXISTS IN THE VICINITY OF THE EXISTING SOLAR PANELS. ANY DAMAGE TO THE EXISTING GROUNDING GRID, AS A RESULT OF CONTRACTOR'S OR SUBCONTRACTOR'S PERFORMANCE OF WORK SHALL BE REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR.

AutoCAD SHX Text N 1774000

AutoCAD SHX Text

STATE PLANE COORDINATE SYSTEM

AutoCAD SHX Text

EXISTING PASSIVE GAS PROBE

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EXISTING MONITORING PROBE (WITHIN WASTE)

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EXISTING MONITORING PROBE (OUTSIDE OF WASTE)

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EXISTING SOLAR PANEL (TYP., SEE NOTE 4)

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TIE-IN TO EXISTING PASSIVE GAS VENT (TYP. OF 3)

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LFG EXTRACTION WELL (TYP OF 17)

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PROPOSED LFG COLLECTION PIPING (2% SLOPE)

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PROPOSED VERTICAL EXTRACTION WELL

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EW-18

AutoCAD SHX Text H P

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12" CONDENSATE DRIP LEG (TYP. OF 5)

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PROPOSED CONDENSATE DRIP LEG

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PROPOSED ISOLATION VALVE

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PROPOSED REMOTE WELLHEAD

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PROPOSED HIGH POINT

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PROPOSED ROAD CROSSING

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HEADER/LATERAL TRENCH (TYP.)

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DL-1

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CLIENT

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CHK. BY:

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APP. BY:

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DWN. BY:

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Q/A RVW BY:

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DSN. BY:

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CADD FILE:

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PROJ. NO.

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DATE:

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SCALE:

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DRAWING NO.

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DATE

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REV

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PROJECT TITLE

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DESCRIPTION

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06- PROPOSED EXTRACTION SYSTEM LAYOUT - 2

AutoCAD SHX Text \\BED-FS02\Data\Civil 3D Projects\CADD\Los Alamos County\16216151.00 Task 1.2 - Engineering Plans & Specifications\06- PROPOSED EXTRACTION SYSTEM LAYOUT - 2

AutoCAD SHX Text

7/7/2017 10:31 AM

AutoCAD SHX Text \\BED-FS02\Data\Civil 3D Projects\CADD\Los Alamos County\16216151.00 Task 1.2 - Engineering Plans & Specifications\06- PROPOSED EXTRACTION SYSTEM LAYOUT - 2

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7/7/2017 10:31 AM

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 16216151.00

AutoCAD SHX Text

RRK

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BJD

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RRK

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BJD

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RRK

AutoCAD SHX Text 07/2017

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ABANDON EXISTING MONITORING PROBE (SEE NOTE 3)

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EXISTING ET FINAL COVER AREA (APPROXIMATE)

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EXISTING GCL FINAL COVER AREA (APPROXIMATE)

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EXISTING ABOVE-GRADE GEOMEMBRANE LINED AREA (APPROXIMATE)

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PROPOSED LFG COLLECTION PIPING (3% SLOPE)

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MSW FILL AREA BLOWER/FLARE FACILITY (SEE DRAWING 11)

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ABANDON EXISTING GAS VENT (SEE NOTE 3)

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HEADER ISOLATION VALVE (TYP. OF 6)

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REMOTE WELLHEAD (TYP. OF 5)

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ROAD CROSSING (TYP.)

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EXISTING MANHOLE

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EXISTING ELECTRICAL

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PROPOSED DIRECTION OF DOWNGRADIENT PIPE SLOPE

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ABANDONED IN-PLACE PIPING (APPROXIMATE LOCATION)

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EXISTING 8" PVC (ABANDONED IN-PLACE)

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EXISTING 4" ASBESTOS CONCRETE FORCEMAIN (ABANDONED IN-PLACE)

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DETAIL DESIGNATION

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DRAWING DETAIL REFERENCES

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DRAWING DETAIL SHOWN ON

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PV-02

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EXISTING PASSIVE VENT CONNECTED TO LFG COLLECTION SYSTEM

AutoCAD SHX Text 3-PHASE, 480/277V, 40 AMP ELECTRICAL SERVICE (3-PHASE, 60 AMP FUSED DISCONNECT, OWNER SUPPLIED)

AutoCAD SHX Text

PROPOSED ELECTRIC LINE

ABOVE-GRADE ELECTRICAL

EXTRACTION WELL (EW) SCHEDULE

LFG EXTRACTION WELL

PERFORATED PIPE

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DETAIL DESIGNATION

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DRAWING DETAIL REFERENCES

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DRAWING DETAIL SHOWN ON

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LEGEND

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SOLID PIPE (LENGTH VARIES)

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PERFORATED PIPE (LENGTH VARIES)

AutoCAD SHX Text NOTES: : 1. CONTRACTOR SHALL SURVEY THE PROPOSED WELL LOCATIONS AND PROVIDE THE EXISTING GROUND SURFACE ELEVATION CONTRACTOR SHALL SURVEY THE PROPOSED WELL LOCATIONS AND PROVIDE THE EXISTING GROUND SURFACE ELEVATION AT EACH LOCATION TO THE ENGINEER ONE (1) WEEK PRIOR TO THE COMMENCEMENT OF WELL DRILLING. 2. WELLBORE REINFORCEMENT GRATE SHALL BE 100% WELDED AND CONFIGURED WITH 3/8" REBAR WITH 6"X6" SPACING. WELLBORE REINFORCEMENT GRATE SHALL BE 100% WELDED AND CONFIGURED WITH 3/8" REBAR WITH 6"X6" SPACING. GRATE SHALL HAVE A 12"X12" SQUARE CENTER SPACED CUTOUT FOR WELL CASING. 3. INSTALL WELLBORE REINFORCEMENT GRATE ON GRADE AROUND WELL IMMEDIATELY AFTER COMPLETING WELL. DURING INSTALL WELLBORE REINFORCEMENT GRATE ON GRADE AROUND WELL IMMEDIATELY AFTER COMPLETING WELL. DURING INSTALLATION OF LATERAL RISER, GRATE SHALL BE BURIED. 4. GEOSYNTHETIC CLAY LINER SHALL BE USED TO REPAIR EXISTING GCL FINAL COVER IN AREAS IDENTIFIED ON DRAWINGS 4, GEOSYNTHETIC CLAY LINER SHALL BE USED TO REPAIR EXISTING GCL FINAL COVER IN AREAS IDENTIFIED ON DRAWINGS 4, 5, AND 6. 5. 18" OF PROTECTIVE SOIL SHALL BE INSTALLED IN THE GCL FINAL COVER AREAS. MATERIAL REMOVED ABOVE GCL DURING 18" OF PROTECTIVE SOIL SHALL BE INSTALLED IN THE GCL FINAL COVER AREAS. MATERIAL REMOVED ABOVE GCL DURING EXCAVATION (TRENCH SPOILS) MAY BE REUSED PROVIDED IT IS FREE OF REFUSE. 6. CONTRACTOR SHALL APPLY THE BENTONITE POWDER AT A RATE OF LB PER FOOT AT EDGE OF GCL AND RISER PIPE. CONTRACTOR SHALL APPLY THE BENTONITE POWDER AT A RATE OF LB PER FOOT AT EDGE OF GCL AND RISER PIPE. 14 LB PER FOOT AT EDGE OF GCL AND RISER PIPE. 7. 6" OF CRUSHED RECYCLED CONCRETE SHALL BE INSTALLED IN THE GCL FINAL COVER AREAS.6" OF CRUSHED RECYCLED CONCRETE SHALL BE INSTALLED IN THE GCL FINAL COVER AREAS.

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4" SCH 40 PVC CAP SECURED WITH 4 LAG SCREWS. PRIOR TO WELLHEAD INSTALLATION

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EXISTING GRADE

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GEOCOMPOSITE "DONUT" OVER STONE BACKFILL

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4" SCH 80 PVC CAP SECUREDWITH 4 LAG SCREWS

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NTS

AutoCAD SHX Text 5'x5' WELL BORE REINFORCEMENT GRATE (SEE NOTES 2 AND 3)

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4" HDPE SDR 11 PERFORATED PIPE

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AutoCAD SHX Text 5,6,8

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4" HDPE SDR 11 SOLID PIPE

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EXISTING GEOSYNTHETIC CLAY LINER

AutoCAD SHX Text NEW GEOSYNTHETIC CLAY LINER (OVERLAP 1' MIN. OVER EXISTING GEOSYNTHETIC CLAY LINER, SEE NOTE 4)

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AutoCAD SHX Text NOTES: : 1. PERFORATIONS SPACED 90° APART HORIZONTALLY. PERFORATIONS SPACED 90° APART HORIZONTALLY. 2. PERFORATIONS SPACED 4" APART VERTICALLY. PERFORATIONS SPACED 4" APART VERTICALLY. 3. 90° AND 270° ROWS STAGGERED 2" BELOW 0° AND 180° ROWS.90° AND 270° ROWS STAGGERED 2" BELOW 0° AND 180° ROWS.

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4" HDPE SDR 11 OR 6" HDPE SDR 17 PIPE

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1/2" HOLES, 2 PER ROW, ALTERNATE ROWS BY 45°

AutoCAD SHX Text NOTES: 1. THIS DRAFT WELL SCHEDULE IS NOT INTENDED FOR CONSTRUCTION UNTIL ACTUAL SURVEY DATA IS OBTAINED AND THE WELL SCHEDULE IS THIS DRAFT WELL SCHEDULE IS NOT INTENDED FOR CONSTRUCTION UNTIL ACTUAL SURVEY DATA IS OBTAINED AND THE WELL SCHEDULE IS REVISED BY THE ENGINEER. 2. WELL DEPTHS ARE BASED ON TOPOGRAPHIC SURVEY COMPILED BY PHOTOGRAMMETRIC METHODS IN 2001, 2015, AND 2016, A WELL DEPTH OF WELL DEPTHS ARE BASED ON TOPOGRAPHIC SURVEY COMPILED BY PHOTOGRAMMETRIC METHODS IN 2001, 2015, AND 2016, A WELL DEPTH OF 75 FEET WITHIN THE MSW FILL AREA, AND A WELL DEPTH OF 41 FEET IN THE C&D AREA. 3. CONTRACTOR SHALL LOCATE WELLS AND VERIFY SURFACE ELEVATIONS BEFORE CONSTRUCTION. A PRE-CONSTRUCTION SURVEY CONTRACTOR SHALL LOCATE WELLS AND VERIFY SURFACE ELEVATIONS BEFORE CONSTRUCTION. A PRE-CONSTRUCTION SURVEY (NORTHING/EASTING/ELEVATION DATA) SHALL BE PROVIDED TO THE ENGINEER A MINIMUM OF 1 WEEK PRIOR TO CONSTRUCTION. ENGINEER SHALL VERIFY THE WELL SCHEDULE BASED ON THE PRE-CONSTRUCTION SURVEY. 4. CQA CONSULTANT AND CONTRACTOR SHALL VERIFY ALL STAKES, AND CHECK WELL NUMBER AND GROUND ELEVATION ON SAID STAKE, PRIOR CQA CONSULTANT AND CONTRACTOR SHALL VERIFY ALL STAKES, AND CHECK WELL NUMBER AND GROUND ELEVATION ON SAID STAKE, PRIOR TO APPROVING WELL SCHEDULE. 5. CONTRACTOR AND CQA CONSULTANT SHALL VERIFY ALL FIELD CONDITIONS INCLUDING PRE-CONSTRUCTION WELL SURVEY STAKES AND NOTIFY CONTRACTOR AND CQA CONSULTANT SHALL VERIFY ALL FIELD CONDITIONS INCLUDING PRE-CONSTRUCTION WELL SURVEY STAKES AND NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND CONDITIONS DEPICTED IN THESE PLANS PRIOR TO DRILLING. 6. BORING DEPTH ACCOMMODATES PIPE DEPTH AND ADDITIONAL FOOT BELOW PIPING SHOWN ON THE LFG EXTRACTION WELL DETAIL. BORING DEPTH ACCOMMODATES PIPE DEPTH AND ADDITIONAL FOOT BELOW PIPING SHOWN ON THE LFG EXTRACTION WELL DETAIL. 7. SOLID PIPE LENGTHS ABOVE DO NOT ACCOUNT FOR THE RISER PIPE ABOVE EXISTING GRADE, AS SHOWN ON DETAIL 1 ON THIS DRAWING. SOLID PIPE LENGTHS ABOVE DO NOT ACCOUNT FOR THE RISER PIPE ABOVE EXISTING GRADE, AS SHOWN ON DETAIL 1 ON THIS DRAWING.

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DATE

AutoCAD SHX Text CQA MONITOR ACKNOWLEDGEMENT: CONTRACTOR ACKNOWLEDGEMENT: DRILLER ACKNOWLEDGEMENT: UNDER NO CIRCUMSTANCES SHALL DRILLING ACTIVITIES BEGIN WITHOUT PROVIDING THE ABOVE SIGNATURES. ANY CHANGES TO WELL LOCATIONS OR DEPTHS SHALL REQUIRE THESE SIGNATURES TO BE OBTAINED AGAIN. CONTRACTOR SHALL GET WRITTEN AUTHORIZATION CONTRACTOR SHALL GET WRITTEN AUTHORIZATION FROM OWNER AND ENGINEER PRIOR TO DRILLING.

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DATE

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DATE

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BOREHOLE DEPTH (FT)

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SOLID WALL

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ABOVE GRADE RISER

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GROUND SURFACE

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THICKNESS OF GRAVEL PACK (FT)

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PROJECTED ELEVATION (FT MSL)

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PIPE LENGTH (FT)

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EASTING (FT)

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NORTHING (FT)

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WELL I.D.

AutoCAD SHX Text EW-1R EW-2R EW-3 EW-4 EW-5 EW-12R EW-14 EW-13 EW-8R EW-9R EW-10R EW-11R EW-15 EW-16 EW-17 EW-18 EW-19

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1775544.6 1775547.9 1775310.3 1775413.8 1774701.0 1774130.6 1774244.6 1774388.0 1775168.3 1775482.1 1774827.6 1774571.8 1775470.2 1774851.3 1774790.7 1774708.3 1774591.7

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1620977.3 1621211.1 1621100.6 1623457.8 1623806.4 1623781.5 1623827.7 1623921.0 1622746.9 1623339.7 1623605.6 1623966.5 1622901.1 1623113.7 1623542.2 1623680.9 1623851.0

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7339.8 7335.3 7336.4 7341.5 7342.8 7346.8 7352.0 7351.1 7343.4 7341.0 7341.5 7344.3 7354.4 7350.1 7345.1 7344.8 7346.2

AutoCAD SHX Text 41 41 41 75 75 75 75 75 75 75 75 75 75 75 75 75 75

AutoCAD SHX Text 20 20 20 54 54 54 54 54 54 54 54 54 54 54 54 54 54

AutoCAD SHX Text 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20

AutoCAD SHX Text 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

AutoCAD SHX Text 22 22 22 56 56 56 56 56 56 56 56 56 56 56 56 56 56

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NTS

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PERFORATED

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BOTTOM OF BOREHOLE

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7299.8 7295.3 7296.4 7265.5 7267.8 7271.8 7277.0 7276.1 7268.4 7265.0 7266.5 7269.3 7274.4 7275.1 7270.1 7269.8 7271.2

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AutoCAD SHX Text 7,10

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BENTONITE POWDER (TYP.) (SEE NOTE 6)

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CLIENT

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CHK. BY:

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APP. BY:

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DWN. BY:

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Q/A RVW BY:

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DSN. BY:

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CADD FILE:

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PROJ. NO.

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DATE:

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SCALE:

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DRAWING NO.

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DATE

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REV

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PROJECT TITLE

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DRAWING TITLE

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DESCRIPTION

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08-10 & 14-15 - TYPICAL DETAILS

AutoCAD SHX Text \\BED-FS02\Data\Civil 3D Projects\CADD\Los Alamos County\16216151.00 Task 1.2 - Engineering Plans & Specifications\08-10 & 14-15 - Typical Details

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7/7/2017 4:38 PM

AutoCAD SHX Text \\BED-FS02\Data\Civil 3D Projects\CADD\Los Alamos County\16216151.00 Task 1.2 - Engineering Plans & Specifications\08-10 & 14-15 - Typical Details

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7/7/2017 4:38 PM

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AS SHOWN

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RRK

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BJD

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RRK

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BJD

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RRK

REMOTE WELLHEAD

WELLHEAD

EW-14

BLIND FLANGE

EW-15

FLANGE CONNECTION

HEADER ISOLATION VALVE 8

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FOR BIDDING PURPOSES

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NTS

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SLOPE TO HEADER/LATERAL (VARIES, SEE NOTE 3)

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6"X2" FERNCO WITH SS BANDS

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REFLECTIVE TAPE INSTALLED ON ALL RISERS (TYP. BOTH RISERS)

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6" HDPE SDR 17 RISER PIPE

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2" SCH 80 PVC X 2' LONG PIPE

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EXISTING GRADE

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6" HDPE SDR 17 90°MOLDED ELBOW

AutoCAD SHX Text NOTE: : 1. WELLHEADS SHALL BE QED QUICK-CHANGE ORIFICE PLATE WELLHEADS (MODEL ORP115) WITH ORIFICE PLATE KIT (MODEL 41747) OR WELLHEADS SHALL BE QED QUICK-CHANGE ORIFICE PLATE WELLHEADS (MODEL ORP115) WITH ORIFICE PLATE KIT (MODEL 41747) OR ENGINEER APPROVED SUBSTITUTE. CONTRACTOR SHALL INSTALL WELLHEAD CONSISTENT WITH MANUFACTURER'S INSTRUCTIONS. 2. WARNING TAPE SHALL BE 3" WIDE (MIN.) AND IMPRINTED WITH ``GAS LINE BURIED BELOW''. WARNING TAPE SHALL BE 3" WIDE (MIN.) AND IMPRINTED WITH ``GAS LINE BURIED BELOW''. 3. ALL PIPING SHALL BE INSTALLED WITH A MINIMUM SLOPE IDENTIFIED ON DRAWINGS 4, 5 AND 6 (2% OR 3%). ALL PIPING SHALL BE INSTALLED WITH A MINIMUM SLOPE IDENTIFIED ON DRAWINGS 4, 5 AND 6 (2% OR 3%). 4. GEOSYNTHETIC CLAY LINER (GCL) SHALL BE USED TO REPAIR EXISTING GCL FINAL COVER IN AREAS IDENTIFIED ON DRAWINGS 4, 5 GEOSYNTHETIC CLAY LINER (GCL) SHALL BE USED TO REPAIR EXISTING GCL FINAL COVER IN AREAS IDENTIFIED ON DRAWINGS 4, 5 AND 6. 5. 18" OF PROTECTIVE SOIL SHALL BE INSTALLED IN THE GCL FINAL COVER AREAS. MATERIAL REMOVED ABOVE GCL DURING 18" OF PROTECTIVE SOIL SHALL BE INSTALLED IN THE GCL FINAL COVER AREAS. MATERIAL REMOVED ABOVE GCL DURING EXCAVATION (TRENCH SPOILS) MAY BE REUSED PROVIDED IT IS FREE OF REFUSE AND MEETS SPECIFICATIONS. 6. WELLHEAD TO BE ROTATED FROM LATERAL TO PREVENT SAG AND PROVIDE SLACK IN FLEX HOSE TO ACCOMMODATE FUTURE WELLHEAD TO BE ROTATED FROM LATERAL TO PREVENT SAG AND PROVIDE SLACK IN FLEX HOSE TO ACCOMMODATE FUTURE SETTLEMENT. 7. CONTRACTOR SHALL APPLY BENTONITE POWDER AT A RATE OF LB PER FOOT BETWEEN THE EXISTING AND PROPOSED GCL; AND CONTRACTOR SHALL APPLY BENTONITE POWDER AT A RATE OF LB PER FOOT BETWEEN THE EXISTING AND PROPOSED GCL; AND 14 LB PER FOOT BETWEEN THE EXISTING AND PROPOSED GCL; AND BETWEEN THE EXISTING AND PROPOSED GCL; AND INSTALL A 12-INCH DIA., 4-INCH THICK HYDRATED BENTONITE PLUG BELOW THE EXISTING/PROPOSED GCL AT EACH RISER PIPE PENETRATION. 8. 6" CRUSHED RECLAIMED CONCRETE SHALL BE INSTALLED IN THE GCL FINAL COVER AREAS.6" CRUSHED RECLAIMED CONCRETE SHALL BE INSTALLED IN THE GCL FINAL COVER AREAS.

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1 1/4" ORIFACE PLATE ASSEMBLY

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POWER LOCK CLAMPS (TYP. OF 2)

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SAMPLE PORTS WITH 1/4" QUICK CONNECTS

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2" SCH 80 PVC X 4" LONG NIPPLE

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2" PRECISION CONTROL VALVE

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EXISTING GEOSYNTHETIC CLAY LINER

AutoCAD SHX Text PROPOSED GEOSYNTHETIC CLAY LINER (OVERLAP 1' (MIN.) OVER EXISTING GEOSYNTHETIC CLAY LINER, SEE NOTE 4)

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4" X 1 1/4" FERNCO WITH SS BANDS (PART NOS. 1056-44 AND 4.380-1.625R)

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BENTONITE POWDER (TYP.) (SEE NOTE 7)

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NTS

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AutoCAD SHX Text 8,10

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NEOPRENE FULL FACE FLANGE GASKET

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HDPE…

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File details come from the government source that posted it. Updated Aug 28, 2025.