bridgeton landfill llc. construction quality … › env › swmp › facilities › documents ›...

BRIDGETON LANDFILL LLC.

CONSTRUCTION QUALITY ASSURANCE ACCEPTANCE REPORT

2018 GCCS IMPROVEMENTS

BRIDGETON, ST. LOUIS COUNTY, MISSOURI

Prepared For: Bridgeton Landfill LLC. 13570 St. Charles Rock Road Bridgeton, MO 63044

SEPTEMBER 2018

Project No: BT-143

Prepared By:

Feezor Engineering, Inc. 3377 Hollenberg Drive Bridgeton, MO 63044

CONSTRUCTION QUALITY ASSURANCE

ACCEPTANCE REPORT

2018 GCCS IMPROVEMENTS

BRIDGETON LANDFILL, LLC

BRIDGETON, SAINT LOUIS COUNTY, MISSOURI

Prepared for

Bridgeton Landfill, LLC

SEPTEMBER 2018

Prepared by

Feezor Engineering, Inc. 3377 Hollenberg Drive Bridgeton, MO 63044

BT-143

CONTENTS

1 INTRODUCTION 2 1.1 Overview of Project 2

2 CONSTRUCTION DOCUMENTS 3 2.1 Construction Drawings 3

3 GCCS INSTALLATION 4 3.1 New Landfill Gas Extraction Wells Installation 4 3.2 Construction Quality Assurance 4

4 SURVEY CONTROL 6 4.1 Construction Surveying 6 4.2 Final As-built Surveying 6

5 CERTIFICATION 7

1

LIST OF APPENDICES

A. Field Information A.1 Daily Summary Reports A.2 Equipment Log

B. As-Built Well Logs C. Construction Certification Drawings (Reduced Set)

Drawing 000 Title Page Drawing 001 GCCS Plan View Drawing 002 Details

2

1 INTRODUCTION

1.1 Overview of Project

Bridgeton Landfill, LLC is a closed municipal solid waste facility located at 13570 St. Charles Rock Road, Bridgeton, St. Louis County, Missouri. The facility is owned and operated by Bridgeton Landfill, LLC (BL) who operate the facility pursuant to Permit No 118912. (and subsequent modifications), issued by the Missouri Department of Natural Resources (MDNR).

During the 2018 construction seasons, BL installed (15) fifteen additional gas extraction wells. Recovery Drilling Service (RDS) of Dudley, MA was selected as the driller for the project. Sharp STL Inc. of St. Louis, MO and Fusion Solutions Inc. out of Carlinville, IL were chosen to provide support and piping installation during the project. Feezor Engineering Inc. (FEI) of Bridgeton, MO, provided the initial and record surveying to document the location of the installed gas extraction wells and associated GCCS piping.

FEI was also selected as the Construction Quality Assurance (CQA) consultant to observe and document the construction of the leachate system upgrades. Daniel R. Feezor, P.E. of FEI was the Construction Quality Assurance Officer (CQAO). Mr. Feezor selected Jonathan Wilkinson and Bill Abernathy to be the CQA Officers in absentia.

3

2 CONSTRUCTION DOCUMENTS

2.1 Construction Drawings

FEI created a detailed set of construction drawings for this project. These drawings provided the detail to properly construct all the necessary components project. Construction drawings were also used for the proper selection of materials and provided adequate detail for the installation of the GCCS upgrades.

4

3 GCCS INSTALLATION

3.1 New Landfill Gas Extraction Wells Installation

Fifteen (15) new gas wells were installed throughout areas of the landfill to enhance landfill gas collection. RDS drilled the wells using a Soilmec SR-30 drill rig with a core barrel bucket. FEI observed and documented the drilling process including but not limited to logging of waste depth, temperature and composition. Daily Field Reports can be found in Appendix A.1.

Well piping consisted of 12” SDR-11 HDPE solid and perforated piping. The pipe sections were butt-fused together by Fusion Solutions. A low-pressure HDPE cap was installed at the bottom of each well casing and a pre-fabricated 12” flanged lid on the top of each well casing prior to installation.

The pipe was raised using a winch on the drill rig and lowered into the borehole to the appropriate depth. Granular backfill consisting of one three-quarter (3/4) inch to two (2) inch diameter washed non-carbonate gravel was placed in the borehole around the perforated pipe. A loader transported the gravel to the well location and placed it into the borehole. The gravel was placed to a point generally about two feet above the perforated pipe. Before the bentonite was added, one (1) foot of clean soil was used as a plug. A two (2) foot bentonite seal was then placed above the soil plug. Water was added to the layers of bentonite to adequately hydrate the seal. Cover soil was then placed over the bentonite layer followed by another two (2) foot hydrated bentonite seal. Approved cover soil was used to fill the remaining borehole to the ground surface.

The as-built well depths and well construction details are shown on the as-built well logs in Appendix B.

A three (3) inch diameter well head was installed and connected to the gas header system via lateral piping by Fusion Solutions Inc.

3.2 Construction Quality Assurance

3.2.1 Construction Oversight

The CQAO inspected all materials for the gas collection system. This included piping, valves, fittings, and backfill material to ensure that these materials were acceptable and consistent with the construction plans and site CQA plan. The CQAO inspected the materials to be constructed of HDPE pipe to determine if the materials meet the following requirements:

• All HDPE pipe was new, or first quality, and was furnished at lengths as indicated on the approved design plans. All HDPE piping was straight throughout its length and generally free from all imperfections.

5

• The HDPE pipe and fittings had a minimum Standard Dimension Ratio (SDR) as noted on the design plans.

During installation of the landfill gas collection system enhancements, the CQAO documented that the construction adhered to the plans, specifications, and CQA plan. This included:

• Pipe and appurtenances were installed true to line, grade, and location with the pipe supported and restrained against movement with all valve stems plumb.

• The pipe joints, except where flanged joints or electro-fusion couplers were specified on the approved design plans, were butt fused as recommended by the pipe manufacturer. All shavings from the preparation of pipe ends for fusion were removed from the pipe prior to installation.

During storage, the technician documented that pipes and fittings were stacked so as to prevent damage by marring, crushing or puncture. Maximum stacking height was limited to 6 feet.

The technician recorded applicable test data, areas of construction, problems and remedies, construction equipment and methodologies, survey data, and equipment calibration on the Daily Summary Reports and the Daily Inspection Reports, included herein as Appendix A.1.

6

4 SURVEY CONTROL

4.1 Construction Surveying

Feezor Engineering Inc. of Bridgeton, Missouri, provided surveying as the Project Surveyor.

4.2 Final As-built Surveying

Feezor Engineering Inc. of Bridgeton, Missouri provided the final certification survey for the as-built coordinates of the installed Gas Extraction Wells.

7

5 CERTIFICATION

I, Daniel R. Feezor, P.E., do hereby certify to my best knowledge and belief, that the 2018 GCCS Improvements at the Bridgeton Landfill were constructed in accordance with the construction documents.

Appendix A

FIELD INFORMATION

Sub‐Appendices

A.1 Daily Summary Reports

A.2 Equipment Log

Sub‐Appendix A.1

Daily Summary Reports

Copies To: Erin Fanning, Dan Feezor

FEI Representative:

Feezor Engineering, Inc. 406 E. Walnut St. Chatham, IL 62629 (217) 483-3118

Daily Field Summary Report

Client: Bridgeton Landfill, LLC Job No.: BT-143

Project: 2018 GCCS Improvements Task No.: CQA

Location: Bridgeton, MO Date: 8/16/2018

Contractor(s):

Recovery Drilling Service Inc. (RDS), Sharp

Services (Sharp), Fusion Solutions Inc. (FSI) Report No.: Weather: AM Mostly Cloudy PM Mostly Cloudy

Temperature: AM 74 F PM 91 F

Description of field activities (include labor, equipment, site conditions, sampling, etc.)

0640 – I arrive on site. 0710 – Daily safety meeting held with Bridgeton Landfill, Fusion, Kuesel, Sharp, RDS, and FEI. 0735 – RDS and Sharp prep for drilling at GEW-230. Sharp working on Odor Boss (dead generator battery). 0930 – Waiting on survey verification of GEW-230 location. 1032 – Sharp activates Odor Boss and connects vacuum box to GCCS system, RDS begins drilling GEW-230. 1055 – Drilling cable breaks on Soilmec SR-30. RDS demobes from hole and replaces cable. 1253 – Back on hole, resumes drilling. 1631 – Bottom of GEW-230 borehole = 60 ft. Vac box moved off hole, begin installation of 12-in perforated/solid

sections of riser. 1719 – Rig moved off hole, begin annular backfilling activities. 1827 – Begin emplacement of soil and bentonite layers. 1904 – Cleaning off liner to install safety grate and liner boot. 1932 – Leave site.

Page: 1 of 1


FEI Representative:






Contractor(s):


Services (Sharp), Fusion Solutions Inc. (FSI) Report No.: Weather: AM Mostly Cloudy PM Partly Cloudy



0640 – I arrive on site. 0700 – Daily safety meeting held with Bridgeton Landfill, Fusion, Sharp, RDS, and FEI. 0720 – RDS and Sharp prep for drilling at GEW-219. Waiting for flare test to conclude. 0840 – Sharp activates Odor Boss and connects vacuum box to GCCS system, RDS begins drilling GEW-219. 1000 – Fusion prepping flanged well casing sections. 1115 – Bottom of GEW-219 borehole = 62 ft. Vac box moved off hole, begin installation of 12-in perforated/solid

sections of riser. 1148 – Rig moved off hole, begin annular backfilling activities. 1215 – Begin emplacement of soil and bentonite layers. 1241 – Cleaning off liner to install safety grate and liner boot. RDS moves rig and equipment/supplies to GEW-

218 location. 1302 – Sharp connects vacuum box to GCCS system, RDS begins drilling GEW-218. 1418 – Fusion prepping flanged well casing sections for GEW-218. 1430 – Bottom of GEW-218 borehole = 62 ft. Vac box moved off hole, begin installation of 12-in perforated/solid

sections of riser. 1502 – Rig moved off hole, begin annular backfilling activities. 1610 – Begin emplacement of soil and bentonite layers. 1632 – Fusion completes safety grate installation, liner boot, and gas connection at GEW-218, cracks open valve

to establish flow. 1645 – Leave site.

Page: 1 of 1


FEI Representative:

Feezor Engineering, Inc. 406 E. Walnut St. Chatham, IL 62629 (217) 483‐3118


Client: Bridgeton Landfill, LLC Job No.: BT‐143

Project:2018 GCCS Improvements Task No.: CQA Location: Bridgeton, MO Date: 8/18/2018

Contractor(s): Recovery Drilling Service Inc. (RDS), Sharp Services (Sharp), Fusion Solutions Inc. (FSI) Report No.:

Weather: AM Sunny PM P. Cloudy Temperature: AM 75 F PM 85 F


0650 – I arrive on site. 0700 – Daily safety meeting held with Bridgeton Landfill, contractors, and FEI. 0730 – RDS sets up drill rig (Soilmec SR‐30 drill rig) on GEW‐220. Sharp sets up odor control devices and vacuum

box connected to GCCS system. 0740 – RDS begins drilling. 0904 – RDS has reached depth of 62 ft on GEW‐220. RDS cleans out hole to 64 ft. 0945 – RDS / FSI begin setting pipe in hole. See the as‐built well logs for specifics on the well casing and annular

backfill. 1007 – Pipe is set in hole. Sharp & FSI begin backfilling hole. RDS moves drill rig to GEW‐221. Sharp sets up

odor control devices and vacuum box connected to GCCS system. 1120 – Safety grate in place and soil backfilled to ground surface – construction of GEW‐220 is complete. FSI

connects GEW‐220 wellhead to GCCS. 1130 – RDS begins drilling at GEW‐221. 1415 – RDS has reached depth of 75 ft on GEW‐221. RDS cleans out hole, maintaining depth of 75 ft. 1457 – RDS / FSI begin setting pipe in hole. See the as‐built well logs for specifics on the well casing and annular


odor control devices and vacuum box connected to GCCS system for drilling first thing tomorrow morning.

1609 – Safety grate in place and soil backfilled to ground surface – construction of GEW‐221 is complete. FSI connects GEW‐221 wellhead to GCCS. I leave site.

Page: 1 of 1


FEI Representative:






Weather: AM Hazy PM P. Cloudy Temperature: AM 75 F PM 80 F


0650 – I arrive on site. 0730 – RDS and Sharp morning prep for drilling on GEW‐222. Sharp activates odor control devices and vacuum

box is connected to GCCS system. 0731 – RDS begins drilling GEW‐222. 0847 – RDS has reached depth of 58 ft on GEW‐222. RDS cleans out hole to 61 ft. 0915 – RDS / FSI begin setting pipe in hole. See the as‐built well logs for specifics on the well casing and annular



connects GEW‐222 wellhead to GCCS. 1047 – RDS begins drilling at GEW‐223. 1158 – RDS has reached depth of 55 ft on GEW‐223. RDS cleans out hole, maintaining depth of 55 ft. 1235 – RDS / FSI begin setting pipe in hole. See the as‐built well logs for specifics on the well casing and annular




Page: 1 of 1


FEI Representative:






Contractor(s):


Services (Sharp), Fusion Solutions Inc. (FSI) Report No.: Weather: AM Cloudy PM Mostly Cloudy



0641 – I arrive on site. 0700 – Daily safety meeting held with Bridgeton Landfill, Fusion, Sharp, RDS, and FEI. 0728 – RDS and Sharp prep for drilling at GEW-229. 0803 – Sharp activates Odor Boss and connects vacuum box to GCCS system, RDS begins drilling GEW-229. 0936 – Fusion prepping flanged well casing sections. 1015 – Bottom of GEW-229 borehole = 60 ft (bucket refusal on steel). Vac box moved off hole, begin installation

of 12-in perforated/solid sections of riser. 1023 – Rig moved off hole, begin annular backfilling activities. 1038 – Begin emplacement of soil and bentonite layers. 1047 – Cleaning off liner to install safety grate and liner boot. RDS moves rig and equipment/supplies to GEW-


sections of riser. 1429 – Rig moved off hole, begin annular backfilling activities. 1500 – Begin emplacement of soil and bentonite layers. 1541 – Fusion completes gas connection at GEW-226, begins safety grate installation. 1603 – Leave site.

Page: 1 of 1


FEI Representative:






Contractor(s):


Services (Sharp), Fusion Solutions Inc. (FSI) Report No.: Weather: AM Cloudy PM Partly Cloudy



0641 – I arrive on site. 0715 – Daily safety meeting held with Bridgeton Landfill, Fusion, Sharp, RDS, and FEI. 0726 – RDS and Sharp prep for drilling at GEW-228. 0809 – Sharp activates Odor Boss and connects vacuum box to GCCS system, RDS begins drilling GEW-228. 0915 – Fusion prepping flanged well casing sections. 0941 – Bottom of GEW-228 borehole = 63 ft. 0956 - Vac box moved off hole, begin installation of 12-in perforated/solid sections of riser and backfilling. 1041 – Begin emplacement of soil and bentonite layers. 1125 – Cleaning off liner to install safety grate and liner boot. RDS has moved rig and equipment/supplies to

GEW-217 location. 1210 – Sharp connects vacuum box to GCCS system, RDS begins drilling GEW-217. 1355 – Bottom of GEW-217 borehole = 83 ft. Fusion prepping flanged perforated/solid sections of well casing. 1430 - Vac box moved off hole, begin installation of 12-in perforated/solid sections of riser. 1455 – Rig moved off hole, begin annular backfilling activities. 1534 – Begin emplacement of soil and bentonite layers. 1603 – Fusion completes gas connection at GEW-217, begins safety grate installation. 1625 – Leave site.

Page: 1 of 1


FEI Representative:






Weather: AM Sunny PM Sunny Temperature: AM 70 F PM 80 F


0650 – I arrive on site. 0700 – Daily safety meeting held with Bridgeton Landfill, contractors and FEI. 0730 – RDS and Sharp morning prep for drilling on GEW‐227. Sharp activates odor control devices and vacuum

box is connected to GCCS system. 0743 – RDS begins drilling GEW‐227. 0856 – RDS has reached depth of 56‐57 ft on GEW‐227. No recovery is achievable at depth. RDS cleans out

hole, maintaining depth. 1020 – RDS / FSI begin setting pipe in hole. See the as‐built well logs for specifics on the well casing and annular



connects GEW‐227 wellhead to GCCS. 1255 – RDS begins drilling at GEW‐224. 1401 – RDS has reached depth of 55 ft on GEW‐224. RDS cleans out hole to depth of 58 ft. 1435 – RDS / FSI begin setting pipe in hole. See the as‐built well logs for specifics on the well casing and annular




Page: 1 of 1


FEI Representative:






Contractor(s):


Services (Sharp), Fusion Solutions Inc. (FSI) Report No.: Weather: AM Sunny PM Mostly Cloudy



0650 – I arrive on site. 0712 – Daily safety meeting held with Bridgeton Landfill, Fusion, Sharp, RDS, and FEI. 0730 – RDS and Sharp prep for drilling at GEW-231. 0751 – Sharp activates Odor Boss and connects vacuum box to GCCS system, RDS begins drilling GEW-231. 0835 – Fusion prepping flanged well casing sections. 0850 – Bottom of GEW-231 borehole = 40 ft. Vac box moved off hole, begin installation of 12-in perforated/solid

sections of riser. 0910 – Rig moved off hole, begin annular backfilling activities. 0951 – Begin emplacement of soil and bentonite layers. 1018 – Cleaning off liner to install safety grate and liner boot. RDS moves rig and equipment/supplies to GEW-


sections of riser. 1251 – Rig moved off hole, begin annular backfilling activities. 1314 – Begin emplacement of soil and bentonite layers. 1328 – Fusion completes safety grate installation. 1404 – Fusion completes gas connection at GEW-225. 1436 – Leave site.

Page: 1 of 1

Sub‐Appendix A.2

Equipment Log

Bridgeton Landfill LLC.

2018 GCCS Updates

Construction Equipment List

Recovery Drilling Services

1 -Soilmec SR-30 Hydraulic Drilling Rig

Sharp STL Services

1 – Volvo Front End Loader 1 – Bobcat Skidsteer

1 – CAT Mini-Excavator 1 – Water Truck

1 – Single-Axle Dump Truck

Fusion Solutions Inc.

1 – McElroy 1218 Butt-Fusion Machine 1 – McElroy 6” Bulldog Fusion Machine

1 – Polaris Ranger UTV

APPENDIX B

AS‐BUILT WELL LOGS

Client: Bridgeton Landfill LLC.

Project Location: Bridgeton, MO

Project Name: 2018 GCCS Updates

FEI Project Number: BT‐143

FEI Inspector: Bill Abernathy

Drilling Contractor: Recovery Drilling Service

Driller: Stan Garrison

Health Physicists: N/A

Wet, all Black Decomposed Non‐Descript WasteBottom of Hole = 83 ft

Bottom of Perforated Pipe ‐ 12" HDPE Cap (81' bgs)

Liner Surface (32' bgs.)

Top of Soil (38' bgs.)

Top of Perforated Pipe (41' bgs.)

Top of Granular Backfill (39' bgs.)

Top of Bentonite Seal (36' bgs.)

Moist, all Brown / Gray Clay Fill, Depth to Liner 32 ft

‐2.95 Top of Flange (Elev. 497.913)

Drilling Method: 36" Core Barrel

Well Casing Material: 12" SDR‐11 HDPE

Easting: 516,619.328

Northing: 1,067,102.656

Gas Well ID: GEW‐217 GS Elevation: 494.965Drill Date(s): 8/21/2018

Depth in Feet Temperature (F) Waste/Soil Description Well Completion Details

Ground Surface (Elev. 494.965)0

Safety Grate

Dry to Moist, all Brown / Gray Clay / Soil


80.85 Top of Soil (5' bgs.)

20

As Above81.210

As Above81.315

As Above85.0

As Above92.525

As Above, with Gray Clay99.430

110.535

Moist Gray Clay and Concrete Pieces119.140

173.660

As Above131.645

Moist, 70% Gray Clay, 30% Waste (Plastic Bags, Cardboard, Wood, Metal Wire), Top of Waste = 48 ft136.850

Moist, 40% Gray Clay, 60% Waste as above, plus Paper156.455

Wet, all Black Decomposed Non‐Descript Waste but for Plastic Bags and Wire Strands197.365

206.570

Dry to Moist, 90% Black Decomposed Non‐Descript Waste, 10% Clay & Gravel

75

80

208.2

209.2

209.8

As Above

As Above, with Strings/Fibers

As Above, with Glass Bottle












Easting: 516,456.828

Northing: 1,067,153.717




Safety Grate

Moist, all Brown Clay / Soil



20Top of Perforated Pipe (21' bgs.)

As Above85.410

Moist, 80% Gray Clay, 20% Waste (Plastic Bags, Cardboard), Depth to Liner 13 ft95.515

Liner Surface (13' bgs.)


As Above, with HDPE Shards/Pieces



100.6

Moist, 65‐70% Waste (Plastic Bags, Paper, Wood), 30‐35% Gray Clay111.225

Moist, 90% Loose, Black Decomposed Waste (Cardboard, Wood, Plastic Bags), 10% Black Clay & Gravel123.430

As Above, no Cardboard137.135

Moist, all Black / Dark Gray Waste (Carpet Pieces, Wood, Plastic Bags, Legible Magazine)156.940

As Above, all Moist to Damp Black Waste with Abundant Gravel Mixed, Gas Cap162.645

Wet, Black Decomposed Non‐Descript Waste, some Plastic Bags191.850

As Above, with Carpet Pieces and Concrete Fragments204.455

207.060Wet, 30% Gray Clay and Gravel, 70% Decomposed Waste

(Plastic Bags) Bottom of Perforated Pipe ‐ 12" HDPE Cap (60' bgs)

Bottom of Hole = 62 ft

65

70












Easting: 516,306.920

Northing: 1,067,154.614



Ground Surface (Elev. 502.4460

Safety Grate

Moist, all Brown Clay / Soil




Moist, all Gray & Brown Clay / Soil, some Roots and Gravel135.110

As Above 99%, with 1% Plastic Bags136.715Top of Bentonite Seal (16' bgs.)

Moist, 80% Gray Clay, 20% Waste (Plastic Bags)



151.4

Moist, 40‐50% Gray Clay, 50‐60% Waste (PVC, Plastic Bags, Metal Wire)166.525

Dry to Moist, 33% Gray Clay, 67% Waste (Black Plastic, Carpet Pieces)172.830

As Above185.135

Moist, 25% Gray Clay and Large Rocks, 75% Waste (Plastic, Burlap)192.840

Moist, 35% Sandy Gray Clay, 65% Broken Concrete, Plastic Waste195.245

As Above, Dry to Moist198.950

Dry to Moist, 85‐90% Waste (Wood, Black Non‐Descript Material, Plastic), 10‐15% Black Clay & Gravel206.055

208.360Wet, Black Decomposed Non‐Descript Waste with

Concrete



65

70





FEI Inspector: Jon Wilkinson




Top of Flange (Elev. 501.965)‐2.13




Easting: 516,372.973

Northing: 1,067,017.154




0Ground Surface (Elev. 499.84)

Damp, Brown, Clay / Soil82.05 Top of Soil (5' bgs.)


Damp, Brown, Clay / Soil82.410



Damp, Gray mottled w/ Brown, Clay / Soil95.515

Damp, Gray mottled w/ Brown, Clay / Soil101.520

Damp, Gray mottled w/ Brown, Clay / Soil Trash encountered111.225

Damp to wet, 50% plastic bags, 50% partially decomposed wood / paper158.940

Moist, 50% brown clay, 50% plastic bags130.730

Moist to wet, 1/3 plastic bags,1/3 partially decomposed paper / wood,

1/3 black clay / soilconcrete pieces

149.735

Wet, brown / black, mostly decomposed MSW201.355

Damp to wet, 50% plastic bags, 50% partially decomposed wood / paper190.245

198.6


Safety Grate

209.9 Bottom of Perforated Pipe ‐ 12" HDPE Cap (62' bgs.)

65

70

Wet, black, completely decomposed MSW, with welding / oxygen tank @ 62 ft bgs201.360

Moist to wet, 1/3 plastic bags,1/3 decomposed paper / wood,

1/3 dark brown clay / soil50









Damp, Dark Gray, Clay / Soil132.135

Damp, 50% Gray Clay / Soil,50% 4‐inch Diameter Clean Gravel112.825

Damp, Gray, Clay / Soil1 x 1ft sq piece of flooring tile119.530



Easting: 516,431.675

Northing: 1,066,891.854



Ground Surface (Elev. 492.63)

Damp, Brown, Clay / Soil



0


Damp, Brown mottled w/ Gray, Clay / Soil92.010

Damp, Gray with trace Black and with some Brown, Clay / Soil97.815


Damp, Gray with trace Black and with trace Brown, Clay / Soil



102.220

Damp to Dry, Mottled Brown / Gray, Clay / SoilTrash encountered @ 41 ft bgs144.940

55

Wet, Grayish Black, 50% Plastic Bags50% Partially Decomposed Wood / Paper186.960

Damp to Moist, 50% Plastic Bags,50% Partially Decomposed Wood / Paper162.345

Damp to Moist, 50% Plastic Bags,50% Partially Decomposed Wood / Paper177.350


Bottom of Hole = 75 ft75

Safety Grate


Bottom of Perforated Pipe ‐ 12" HDPE Cap (70' bgs.)
















Easting: 516,280.587

Northing: 1,066,825.781



Safety Grate





Damp, Brown mottled with ≈ 10% Gray, Clay / Soil95.610

Damp, Gray, Clay / SoilEVOH Liner encountered @ 13 ft

Trash encountered @ 18 ft101.215


Damp, 50% Plastic Bags,50% Slightly Decomposed Wood / Paper,

Mop Head



116.7

Damp, 50% Gray Clay / Soil,25% Plastic Bags,

25% Partially Decomposed Wood / Paper,Burlap Bag

143.225


25% Partially Decomposed Wood / Paper174.030

Damp to Moist, 45% Plastic Bags,45% Partially Decomposed Wood / Paper,

10% Gray Clay / Soil191.335

Moist to Wet, 50% Gray Clay / Soil,10% Plastic Bags,

40% 4‐inch diameter gravel199.340

Moist to Wet, 75% Gray Clay / Soil,25% Plastic Bags200.145

Wet, Gray,75% Mostly Decomposed Paper / Wood,

25% Plastic Bags206.350

Wet, Dark Gray to Black,50% Mostly Decomposed Paper / Wood,

50% Plastic Bags210.455

60Bottom of Perforated Pipe ‐ 12" HDPE Cap (61' bgs.)

65

70














Easting: 516,255.61

Northing: 1,066,649.547



Safety Grate





Damp, Brown mottled with Gray, Clay / Soil,EVOH Liner Material112.210

Damp, Gray, Clay / Soil128.815Top of Bentonite Seal (16' bgs.)

Damp, Gray, Clay / SoilTrash Encountered @ 23 ft



143.9

Moist, 1/3 Black Clay / Soil,1/3 Plastic Bags,

1/3 Partially Decomposed Wood / Paper154.425





Wet, 1/3 Black Clay / Soil,1/3 Plastic Bags,






Bottom of Hole = 55 ftBottom of Perforated Pipe ‐ 12" HDPE Cap (55' bgs.)

65

70



60













Easting: 516,179.042

Northing: 1,066,566.573



Safety Grate





Damp, Brown mottled with Gray, Clay / Soil106.910

Damp, Light Gray mottled with Dark Gray, Clay / Soil115.915Top of Bentonite Seal (16' bgs.)


Damp, 75% Gray Clay / Soil,25% Plastic BagsTrash Encountered


130.6

Damp, 25% Black Clay / Soil,25% Plastic Bags,






Wet, 50% Gray Clay / Soil,50% Mostly Decomposed Wood / Paper

Couple of Plastic Bags206.940

Dry, 50% Brown Clay / Soil,50% Mostly Decomposed Wood / Paper

Barbecue Grill Propane Tank189.545

Wet,90% Dark Gray Completely Decomposed Wood / Paper,

10% Plastic Bags,Fence Post

194.850

Dry, 50% Brown Clay / Soil,25% Plastic Bags,

25% Partially Decomposed Wood / Paper55 Bottom of Perforated Pipe ‐ 12" HDPE Cap (55' bgs.)209.8

60


65

70












Easting: 516,121.004

Northing: 1,066,640.143




Safety Grate

Dry to Moist, Brown Clay / Soil




Dry to Moist As Above with PVC Shard91.910

As Above97.815 Liner Surface (15‐16' bgs.)Top of Bentonite Seal (16' bgs.)

Moist, all Gray / Brown Clay



103.8

Moist, 30% Waste (Plastic Bags, Paper, Metal), 70% Gray / Brown Clay110.725

Moist to Damp, 50% Waste (Wood, Plastic Bags), 50% Gray Clay and Gravel143.930

Wet, 80% Waste (Wood, Plastic, Carpet Strings), 20% Gray Clay162.335

As Above172.840

60

Wet, all Black & Dark Gray Decomposed Non‐Descript Waste192.345

As Above, with Decomposed Wood198.150

211.5

As AboveBottom of Perforated Pipe ‐ 12" HDPE Cap (56' bgs)

Bottom of Hole = 58 ftWet, 85‐90% Waste (Wood, Wire, Cloth, Metal Strapping),

10‐15% Black Clay

207.355

65

70









Depth in Feet Temperature (F) Waste/Soil Description



Easting: 516,008.715

Northing: 1,066,815.763


Well Completion Details

Safety GrateLiner Surface (2' bgs.)


20


Moist, Brown Clay / Soil, Depth to Liner 2 ft




Moist, 95% Gray Clay and Gravel, 5% Plastic Bags97.810

As Above, Top of Waste = 11 ft107.115Top of Bentonite Seal (16' bgs.)

Moist, 75% Waste (Cardboard, Carpet, Plastic Bags), 25% Gray Clay



114.7

Dry to Moist, 75‐85% Waste (Plastic Bags, Cloth), 15‐25% Dark Gray to Black Clay129.025

Dry to Moist, 60% Decomposed Waste as above, 40% Dark Gray Clay171.730

Dry, 60‐40 Mix As Above with Paper, Plastic, and Carpet Pieces176.335

As Above, with Brown & Gray Clay196.240

206.060

Dry Decomposed Waste (Wood, Wire Strands, Foam Padding) and Dark Gray Clay with Gravel200.745

As Above205.250

As Above, with Concrete Pieces206.955

208.565

70

As Above

209.3

As Above

Dry, Bundle of Plastic Sheeting, WireBottom of Hole = 67 ft














Easting: 515,572.081

Northing: 1,067,192.137



Safety Grate

Damp, Brown / Gray, Clay / SoilTrash Encountered @ 9 ft




Damp, 1/3 Gray / Brown Clay / Soil,1/3 Partially Decomposed Wood / Paper,

1/3 Plastic Bags106.610

Damp, 75% Brown Clay / Soil,25% Partially Decomposed Wood / Paper132.815


Top of Soil (18' bgs.)Damp, 50% Brown Clay / Soil,

25% Partially Decomposed Wood / Paper,25% Plastic Bags,

Fence Post


156.6

Damp, 50% Partially Decomposed Wood / Paper,50% Plastic Bags,

Fence Post, Glass Beer Bottle173.025

Moist, 75% Gray Clay / Soil,25% Plastic Bags187.430

Moist, 50% Brown Clay / Soil,25% Partially Decomposed Wood / Paper,

25% Plastic Bags,Plastic clothes hanger

201.035

Moist, 1/3 Gray Clay / Soil,1/3 Partially Decomposed Wood / Paper,


Moist, 1/3 Dark Brown Clay / Soil,1/3 Partially Decomposed Wood / Paper,


Moist to Wet, 1/3 Dark Brown Clay / Soil,1/3 Partially Decomposed Wood / Paper,


No Recovery @ 55 ftAt 56 ‐ 57 ft bgs,

Wet, 1/3 Dark Brown Clay / Soil,1/3 Partially Decomposed Wood / Paper,

1/3 Plastic Bags, Concrete Block with Rebar210.6

Bottom of Perforated Pipe ‐ 12" HDPE Cap (55' bgs.)55

60


65

70









Bottom of Hole = 63 ft203.8 Damp to Wet, Decomposed Wood, Metal, Glass




Safety Grate

Dry to Moist, all Brownish Gray Clay / Soil






Easting: 515,858.020

Northing: 1,067,185.456



As Above, with Concrete Pieces106.410

As Above121.015Top of Bentonite Seal (16' bgs.)

Dry to Moist, 20% Gray Clay, 80% Plastic Bags, Fiber Mesh, Paper, Cardboard, Top of Waste = 18 ft



137.8

As Above, with Wire, Plastic Bags, Cinder Block, Paper161.025

As Above, with Steel Pieces, Plastic Mesh, Wood182.630

Dry to Moist, 25% Gray Clay, 75% Decomposed, Non‐Descript Waste193.635

As Above202.140

202.760

As Above, with Wire, Metal Pieces, Rope, Cardboard, Plastic, Wood205.945

As Above, with Wood and Plastic206.150

As Above, Dry to Moist

Dry, Wood and Plastic Waste207.255

65

70












Easting: 516,000.878

Northing: 1,067,101.386




Safety Grate

Moist, all Brown / Gray Clay / Soil




As Above94.710

As Above, Gravel Seam at 13 ft99.615Top of Bentonite Seal (16' bgs.)

Dry, Black Plastic Bags and Non‐Descript Waste



107.0

Dry to Moist, 80% Waste (Carpet, Plastic Bucket, Cloth, Plywood), 20% Gray Clay124.325

As Above, with Wire, Cardboard, Plastic Bags131.430

As Above, Dry, with Rolled Plastic, Wood, String, Plastic Bags145.035

As Above172.040


60 Bottom of Hole = 60 ft

As Above, with Metal Scrap, Wood, Plastic Bags182.545

Dry to Moist, Decomposed Waste (Plastic Bags, Cardboard, Wire)202.650

206.7Wet, Black Decomposed Non‐Descript Waste, Bucket

Refusal on Steel

As Above, with Metal and Concrete Pieces197.855

65

70











Easting: 516,248.474

Northing: 1,067,353.823



0Safety Grate

Moist, 95% Brown / Gray Clay / Soil, 5% Plastic Bags, Top of Waste = 4.5 ft




Moist, 40% Gray Clay / Soil, 40% Plastic Sheeting, 20% Carpet Strands/Strings125.410

Moist, 33% Plastic Sheeting & Bags, 33% Wood, 33% Cardboard/Paper136.915


Moist, 20% Gray Clay, 80% Plastic Bags, Wood, Metal Wire



172.6

Moist, 80% Waste as above, 20% Dark Gray Clay187.325

Moist, 85% Waste (Wood, Wire, Burlap), 15% Gray Clay195.630

Moist, 30% Gray Clay, 70% Waste (Wood, Plastic Bags)201.135

Damp to Wet, 40% Gray Clay, 60% Waste (Wood, Concrete, Gravel/Sand, Plastic, Cloth)197.440

Wet, 70% Gray Clay, 30% Concrete Pieces, Rebar, Tin Roofing Remnants208.345

Wet, 75% Black Clay, 25% Decomposed Waste (Cardboard, Plastic) and Concrete Pieces209.150

Wet, Black Decomposed Non‐Descript Waste207.660

207.0




Ground Surface (Elev. 488.274)

65

70

Wet as above, Black Decomposed Waste (Cloth, Plastic, Wood, Gravel/Concrete)55














Easting: 516,075.506

Northing: 1,066,457.927




Safety Grate

Moist, Gray Clay / Soil




Moist, 60% Gray Clay / Soil, 40% Cardboard, Plastic Bags, and Cloth, Top of Waste = 7 ft117.610

Moist, 60/40 Mix As Above, with Steel Cable, Plastic Bags, Mop, Plastic Waste140.815


Moist, 40% Gray Clay, 60% Plastic Bags, Wood, Plastic Banding



186.1

Moist, 35% Gray Clay, 60% Plastic Bags, Carpet Pad, Metal Conduit191.125

Dry to Moist, 30% Gray Clay, 70% Plastic Bags, Felt, Wood, Plastic‐Coated Wire199.430

Moist, 25‐30% Gray Clay, 70‐75% Waste (Metal, Plastic Bags, Cardboard, Wood, Carpet)200.335

Moist, 20% Gray Clay and Gravel, 80% Partially Decomposed Waste (Wood, String, Plastic Bags, Paper)202.340

60

45

50

55

65

70

APPENDIX C

CONSTRUCTION CERTIFICATION DRAWINGS (REDUCED SET)

Drawing 000 Title Page Drawing 001 GCCS Plan View Drawing 002 Details

INDEX OF DRAWINGS

TITLE PAGE

001

002

BRIDGETON LANDFILL

2018 Q2 GCCS INSTALLATION

3377 HOLLENBERG DRIVE

BRIDGETON, MO 63044

TEL. (217) 483-3118

GCCS PLAN VIEW

DETAILS

LOCATION MAP

N

SEPTEMBER 2018

PREPARED FOR:

Bridgeton Landfill, LLC

13570 ST. CHARLES ROCK ROAD

BRIDGETON, MISSOURI 63044

AS-BUILT DRAWINGS FOR THE

GMP-13S, 13D

GMP-11

GMP-14S, 14D

GMP-3

GMP-10

I-73

PZ-204-AS

PZ-204-SS

PZ-103-SS

PZ-106-SS

PZ-106-SD

PZ-203-SS

PZ-104-KS

PZ-205-SS

PZ-205-AS

MW-1204

GMP-3S, 3M, 3D

GMP-6

GMP-4S, 4D

GMP-4

TMP-2S, 2M, 2D

TMP-3S, 3M, 3D

GMP-2

PZ-106-KS

P5

PZ-104-SSPZ-104-SD

PZ-116-SS

PZ-105-SS

PZ-210-SDPZ-210-SS

TMP-9

TMP-6

TMP-19

TMP-14

TMP-12

TMP-5

TMP-SPM-2

TMP-20

TMP-32

TMP-15

TMP-31

TMP-8

TM

P-5

-9

S

TM

P-5

-5

S

TM

P-5-5N

TM

P-5-9N

TM

P-1

0-9

S

TM

P-10-5S

TM

P-1

0-5

N

TM

P-1

0-9

N

TMP-14R

TMP-13

TMP-7R

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

12G

12G12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

4G

4G

6G

4G

6G6G

6G6G

6G

6G

6G

6G6G

6G6G

6G

6GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

12GU

12GU

12GU

12GU

12GU

6GU

6GU

6GU

6GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

6GU 6GU 6GU 6GU

6GU

6GU

6GU

6GU6GU

6GU6GU

6GU

6GU6GU 6GU

6GU 6GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

6GU

6GU

6GU

6GU

6GU

16GU

18GU

18GU

18GU

18GU

18GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

8GU 8GU8GU

8GU8GU

8GU8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

16GU

16GU

16GU

16GU

4GU

4GU

4GU

4GU

4GU

6GU

6GU

6GU

6GU

18GU

18GU

4GU4GU

4GU4GU

4GU

4GU

4GU

4GU

4GU

4GU

8GU

4GU

4GU

4GU

4GU

4GU

18GU18GU

18GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

12GU

18GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

8GU

6GU6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU

6GU6GU

6GU

6GU

6GU

6GU6GU

6GU

6GU

6GU

18GU18GU

18GU18G

U18G

U18G

U

18GU

18GU

18GU

18GU

18GU

18GU18GU

6GU

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2

G

2G

4GU4GU 4GU

4GU 4GU 4GU

4GU

6GU

6GU

6GU6GU6GU6GU6GU

18GU

12G

12G

12G

12G

12G

12G

12G

12G

4PU

4PU

4PU

4PU

4PU

4PU

4PU

4PU

4PU

4PU

4PU

6TD

6TD

6TD

6TD

6TD

4G

4G4G

4G

6TD

6TD

6TD

6TD

4G

4G

4G

4G

4G

4G

4G

6TD

6TD

6TD

6TD

6TD

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

4G

8G

8G

6G

6G

6G

6G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

18G

18G

18G

18G

18G

18G

18G

4G4G

4G

18G

18G

18G

18G

18G18G

18G

18G

18G18G

18G

18G

18G

4G

4G

4G

4G

4G

4G4G

4G

4G

4G

4G

6G

8G

4G

6G

6G

8G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G12G

12G

12G12G

12G12G

12G

12G

12G

12G

12G12G

12G12G

12G

12G

12G12G

12G12G

12G12G

12G

12G

12G12G

12G12G

12G

12G

12G

12G12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

6G

8G

4G

6G

6G

6G

6G

6G

6G

4G

6G

6G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

4G

18G

6G

6G

6G 6G

18G

18G

18G

18G

18G

18G

18G

18G18G

18G18G

18G

18G

18G

18G18G

18G

18G

18G

18G

18G

18G18G

18G

18G18G

18G

18G

6G

6G

6G

6G

6G

6G

6G

6G

4G4G

4G

6G

6G6G

6G6G

8G

8G

4G

6G

4G

6G

6G6G

6G

6G

6G

6G6G

6G

6G

4G6G 6G

6G

6G4G

4G

8G

4G4G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G12G

12G

12G12G

12G

12G12G

12G

12G12G

12G

12G

12G12G

12G

12G12G

12G

12G

12G

12G

12G

12G

12G12G

12G

12G12G

12G

12G12G

12G12G

12G12G

12G

12G12G

12G12G

12G

12G

12G12G

12G12G

12G12G

12G12G

12G12G

12G12G

12G

12G12G

12G12G

12G12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

6G 4G 4

G 4G

4G

4G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

6G

6G

4G

6G

6G

4G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

12G

6G6G

6G

6G

4G

4G

4G

4G

4G

4G 4G

18G

12G

8G

8G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

6G

4G

4G

6G

6G

6G

6G

18G18G

18G

12G12G

12G

12G

12G

12G

12G 12G12G

12G

12G

12G

12G

12G

12G

12G

12G

12G 12G

6G

6G

6G

6G

6G

6G 6G

6G

6G

6G

6G12G

8G 8G

8G

8G

8G

6G

8G 8G

6G

6G

6G6G

8G

8G

8G

6G

8G8G

6G

6G

6G

6G

6G

6G6G

6G

6G

6G

6G

6G

6G

6G

6G

6G

6G

6G

6G

6G

6G 6G

6G

6G

6G

4G

8G

8G

4G

4G

4G

4G

8G

8G

8G

8G

6G

4G

4G

4G

6G6G

18G

18G

18G

18G

18G

18G

18G

18G

18G

18G

12G

12G

12G

12G 12G

12G12G

6G

6G6G

6G

18G

18G

18G

18G

18G

18G

18G

18G

18G

8G

6G

6G

6G

12G

12G

12G

12G

12G

12G

18G

18G

4G

6G

6G

6G

6G

6G

6G

6G6G

6G

6G

6G

6G

6G

6G

6G

6G

12G

12G

6G

6G

6G

12G

12G

12G

12G

12G

12G

12G

6G

6G

6G

6G

6G

6G

6G

6G

6G

6G

8G

8G

8G

8G

8G

8G

8G

2A

2A

2A

2A

2A2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A 2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A

2A2A

2A2A

2A

2A2A2A2A

2A

2A2A

2A2A

2A2A

2A

2A

2A2A2A2

A2A

2A2A2A

2A2A

2A

2A2A 2A 2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A2A

2A2A

2A2A

2A2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A

2A

2A

2A2A

2A2A

2A

2A2A

2A

2A2A

2A2A

2A2A

2A

2A

2A2A

2A

2A 2A2A

2A2A

2A

2A

2A2A

2A2A

2A

2A

2A

2A

2A

2A2A

2A 2A 2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A

2A

2A2A2A

2A

2A

2A

2A

2A

2A

2A

2A 2A2A

2A

2A2A

2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A

2A2A

2A2A

2A2A

2A2A

2A

2A

2A

2A2A

2A

2A

2A2A

2A2A

2A

2AU

2AU2AU

2A

2A

2A2A

2A

2A2A

2A2A

2A

2A

2A

2A

2A2A 2A

2A2A

2A

2A

2A

2A

2A

2A

2A2A 2A

2A

2A

2A

2A

2A2A

2A2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A 2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A2A

2A2A2A

2A

2A

2A

2A2A

2A

2A2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A2A

2A

2A

2A

2A

2A2A2A2A

2A2A

2A

2A2A

2A

2A

2A

2A

2A 2A

2A

2A2A

2A

2A

2A

2A2A

2A

2A

2A2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A 2A

2A

2A2A

2A

2A2A

2A

2A2A

2A

2A2A

2A

2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A2A2A

2A

2A

2A

2A

2A2A

2A2A

2A2A

2A 2A 2A 2A2A

2A

2A2A

2A

2A

2A

2A2A

2A

2A

2A

2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A

2A

2A

2A2A

2A

2A2A

2A2A

2A2A

2A2A

2A 2A2A 2A

2A 2A

2A2A

2A

2A

2A

2A

2A

2A

2A2A

2A

2A2A

2A2A

2A2A

2A

2A

2A

2A

2A

2A

2A

2A

2A2A2A

2A2A2A

2A 2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

2A

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6X

10L

6X10L

6X10L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6X

10L6X10L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6X

10L

6X

10L

6X

10L

6X

10L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

3

X

6

L

3

X

6

L

3

X

6

L

3

X

6

L

3

X

6

L

3

X

6

L

3X

6L

3

X

6

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

6

X

1

0

L

2L

LS

GC

LS

6

X

1

0

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4X

8 L

4

L

4

L

4

L

4

L

4

L

4

L

4

L

4

L

4

L

4L

4L

4

L

4

L

4L

4L

4L

4

L

4

L

4

L

4

L

4

L

4

L

4

L

4

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

4

X

8

L

bridgeton landfill llc. construction quality … › env › swmp › facilities › documents ›...

Documents