Microsoft Outlook - Memo Style...1168958.98 1168096.69 1167109.74 383.27 335.91 356.76 343.18 300...

1

Mathews, Barbara

From: Fureigh, Brad N. <[email protected]>Sent: Thursday, January 15, 2015 4:17 PMTo: McWilliams, Clark; Leamons, Bryan; Mathews, BarbaraCc: Darrin Kempker ([email protected]); [email protected];

Carpenter, OwenSubject: SCLF Cell 5, Phase 2 CQA Report (Permit No. 0261-S1-R2)Attachments: SCLF Cell 5, Phase 2 CQA.pdf

Clark, Please see attached the CQA report for Phase 2 of Cell 5 at the Saline County Landfill. Feel free to contact me at your convenience if you have any questions or comments. Thanks! Brad N. Fureigh, P.E. Senior Project Engineer I Solid Waste Services Terracon 25809 I-30 South I Bryant, Arkansas 72022 P (501) 847 9292 I F (501) 847 9210 D (501) 943-1027 I M (501) 554 4547 [email protected] I terracon.com Join us on Facebook and LinkedIn

Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability.

Private and confidential as detailed here (www.terracon.com/disclaimer). If you cannot access hyperlink, please e-mail sender.

MATHEWS

New Stamp

MATHEWS

Received

MATHEWS

Text Box

0261-S1-R2

MATHEWS

Text Box

63-00155

MATHEWS

Text Box

66956

MATHEWS

Text Box

C McW> file

Terracon Consultants, Inc. 25809 I-30 South Bryant, Arkansas 72022

P [501] 847 9292 F [501] 847 9210 terracon.com

January 15, 2015 Solid Waste Division Arkansas Department of Environmental Quality 5301 Northshore Drive North Little Rock, AR 72118-5317

Attention: Mr. Clark McWilliams, P.E. P: 501-682-0510 E: [email protected]

Subject: Cell 5, Phase 2 - QC/QA Documentation Report Saline County Class 1 Landfill, Bauxite, Arkansas Permit: 0261-S1-R2; AFIN: 63-00155 Project No. 35137134 Dear Mr. McWilliams, On behalf of our client, Republic Services, Terracon Consultants, Inc. (Terracon) is submitting this construction quality assurance certification report (CQA) for review and approval. This report consists of bottom liner construction documentation for Phase 2 of Cell 5 at the Saline County Class 1 Landfill (Facility). Background

Terracon submitted a request for a phased construction certification to the ADEQ on May 8, 2014 (Doc. ID 65923). The phased construction included lining Cell 5, excluding the small section of liner tie-in between Cells 3, 4, and 5. The ADEQ approved the phased construction certification approach through email dated May 19, 2014 (see Attachment A). The CQA report for Phase 1 (Doc. ID 66060) was submitted on June 16, 2014 and was approved by ADEQ on July 10, 2014 (ADEQ Doc. ID 66225). Purpose

Following the certification of Cell 5 - Phase 1, the contractor excavated waste from the liner tie-in area and placed it on the eastern slope of Cell 5 – Phase 1 and the northwest slope of Cell 3. Once the tie-in area was deemed safe, American Environmental Group (AEG) installed the composite bottom liner system within the Phase 2 area. This report constitutes the supplemental information required to certify the construction of the remaining bottom liner system of Cell 5 at the Facility. The documentation included as Attachments to this report shall be viewed as a supplement to the original certification document (Doc. ID 66060).

Cell 5, Phase 2 – QC/QA Documentation Report Saline County Landfill ■ Bauxite, Arkansas January 15, 2015 ■ Project No. 35137134

Responsive ■ Resourceful ■ Reliable

If you have any questions regarding this report or require additional information, please feel free to contact me at (501) 847-9292 or [email protected] at your convenience. Sincerely, Terracon Consultants, Inc.

Brad N. Fureigh, P.E. F. Owen Carpenter, P.E., P.G. Senior Project Engineer Engineering Department Manager Enclosure: Figures and Attachments N:\Projects\2013\35137134\Working Files\Supplemental Report\Supplemental CQA Report REV.docx

CELL

5 - P

HASE

2 CQ

ABF

I WAS

TE S

YSTE

MS O

F AR

KANS

AS, L

LC

SITE

LAYO

UT

BAUX

ITE

ARKA

NSAS

12

JSB

JSB

BNF

1" =

400'

01/06

/2014

055-

001-

3513

7134

006

FIGU

RE 1

SALIN

E CO

UNTY

LAND

FILL

N

SCALE IN FEET

400 4000

200

LEGEND:

PROPERTY BOUNDARY

CELL / PHASE BOUNDARY

PERMANENT SITE MONUMENT



Attachment A Correspondence

1

Fureigh, Brad N.

From: Leamons, Bryan <[email protected]>Sent: Monday, May 19, 2014 9:33 AMTo: McWilliams, Clark; Fureigh, Brad N.Cc: West, TommiSubject: RE: Request for Proposed Construction Certification Phasing - Saline County Landfill,

Cell 5

Brad, Please proceed with your phased approach in accordance with your submittal. This email may serve as approval. Thanks. Bryan Leamons, P.E. Engineer Supervisor ADEQ - Solid Waste Management Division 501-682-0601

From: McWilliams, Clark Sent: Friday, May 16, 2014 7:16 AM To: Fureigh, Brad N. Cc: Leamons, Bryan Subject: RE: Request for Proposed Construction Certification Phasing - Saline County Landfill, Cell 5 Have reviewed, but still working on approval. Glad to see the excavated waste is planned to be "pulled back" on to Cell 3 & 4. Thanks, Clark McWilliams P.E. ADEQ – Solid Waste Management Division 5/16/14

From: Fureigh, Brad N. [mailto:[email protected]] Sent: Thursday, May 15, 2014 2:56 PM To: McWilliams, Clark Subject: RE: Request for Proposed Construction Certification Phasing - Saline County Landfill, Cell 5 Hi Clark, I just wanted to check with you to see if you had a chance to review the proposed construction certification phasing for Saline County Cell 5. Please let me know if you have any questions. Thanks! Brad

From: Fureigh, Brad N. Sent: Thursday, May 08, 2014 3:52 PM To: '[email protected]'; Leamons, Bryan Cc: Darrin Kempker ([email protected]); Carpenter, Owen; [email protected] Subject: Request for Proposed Construction Certification Phasing - Saline County Landfill, Cell 5 Clark,

2

Attached is a request for a phased construction certification for Cell 5 at the Saline County Landfill, as was discussed on Monday, May 5, 2014. If you have any questions or need additional information, please feel free to contact us at any time. Thanks! Brad N. Fureigh, P.E. Project Engineer I Solid Waste Services

Terracon 25809 I-30 South I Bryant, Arkansas 72022 P (501) 847 9292 I F (501) 847 9210 D (501) 943-1027 I M (501) 554 4547 [email protected] I terracon.com Join us on Facebook and LinkedIn

Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability.

Private and confidential as detailed here (www.terracon.com/disclaimer). If you cannot access hyperlink, please e-mail sender.



Attachment B As-Built Drawing

CELL

5 - P

HASE

2 CQ

ABF

I WAS

TE S

YSTE

MS O

F AR

KANS

AS, L

LC

AS-B

UILT

BAUX

ITE

ARKA

NSAS

22

JSB

JSB

BNF

1" =

400'

01/06

/2015

055-

001-

3513

7134

007

FIGU

RE 2

SALIN

E CO

UNTY

LAND

FILL

N

LEGEND:

PROTECTIVE COVER

SUGRADE

AS-BUILT SUBGRADE

CONTOURS

PHASE 2 GEOMEMBRANE

SEAM

EXSITING GEOMEMBRANE

SEAM

CELL / PHASE BOUNDARY

DESTRUCTIVE SAMPLE

LOCATION

300.00

SCALE IN FEET

2020

010

301.00

CERTIFICATION:

I HEREBY CERTIFY THIS DRAWING AND THE INFORMATION SHOWN

HEREON WAS TAKEN FROM FIELD MEASUREMENTS, COMPLETED

ON DECEMBER 31, 2014, MADE BY ME OR UNDER MY SUPERVISION,

AND ALL HORIZONTAL AND VERTICAL LOCATIONS ARE TRUE AND

CORRECT TO THE BEST OF MY KNOWLEDGE.

NOTES:

1. DATA SHOWN ARE AS-BUILT MEASURED LOCATIONS.

2. CELL CONTOURS SHOWN AT TOP OF DESIGNED SUBGRADE

FOR PICTORIAL REFERENCE ONLY.

3. HORIZONTAL POSITIONS ARE BASED ON ARKANSAS STATE

PLANE COORDINATE SYSTEM, SOUTH ZONE; VERTICAL DATUM

IS NAVD88. ALL POSITIONS ARE RELATIVE TO THE BELOW SITE

CONTROL MONUMENTS:

PERMANENT SITE MONUMENTSNUMBER NORTHING EASTING ELEVATION

BM - 1BM - 2BM - 3BM - 4

2000668.362001031.801999358.312001897.70

1166508.891168958.981168096.691167109.74

383.27335.91356.76343.18

300



Attachment C Daily Project Field Records

Daily Project Construction Summary 25809 Interstate 30 SouthBryant, AR 72022

Project No: (501) 847-9292

Date of Report:Client Name:Contractor: Clear X ColdProject Name: X Cloudy CoolLocation: Partly Cloudy WarmProject Mngr. Raining HotTechnician: Windy 29 Low Temp. (°F)Test Location: X Foggy / Misty 39 High Temp. (°F)

Depart Lab: Depart Site: 5:30 PM Moisture/Density Bridge LiftArrive Site: Arrive Lab: 5:45 PM Shelby Tube(s) Subgrade

Dozer(s) Tractor & Pans Client 6 Liner Crew1 Excavator(s) Tractor & Disk 2 Contractor Liner Installer

Backhoe(s) Water Truck 2 CQA Consultant Concrete Crew Haul Truck(s) Sheeps Foot Compactor Design Engineer Pipe Installer Motor Grader(s) Smooth Drum Compactor Surveyor Gas Line Inst.

FIELD TESTING PERFORMED:

3513713412/17/2014Republic Services WEATHER:FretcoBFI Saline County Landfill Cell 5 CQABauxite, ArkansasBrad N. Fureigh, P.E.Tony Bardella/ Chris FincherNo Tests Taken

REPORTING TIMES:

1:15 PM1:30 PM

EQUIPMENT ONSITE: PERSONNEL ONSITE:

SUMMARY OF ACTIVITIES OBSERVED:1:30 P.M. - Arrived on site. Upon arrival, liner crew was completing placement of GCL and Geomembraneon the slope area.2:00 P.M. - Collected trial weld.3:30 P.M - Liner crew began extrusion welding on the East tie-in area in anticipation of forecasted rain.5:30 P.M. - Departed site.

Note: Copies of all completed “Project Field Record Forms” are to be submitted to the Project Manager at the end ofeach day and should be maintained with the Project Records.


Project No: (501) 847-9292

Date of Report:Client Name:Contractor: Clear X ColdProject Name: X Cloudy CoolLocation: Partly Cloudy WarmProject Mngr. Raining HotTechnician: Windy 36 Low Temp. (°F)Test Location: X Foggy / Misty 42 High Temp. (°F)

Depart Lab: Depart Site: 4:30 PM Moisture/Density Bridge LiftArrive Site: Arrive Lab: 4:45 PM Shelby Tube(s) Subgrade

Dozer(s) Tractor & Pans Client 5 Liner Crew Excavator(s) Tractor & Disk 2 Contractor Liner Installer Backhoe(s) Water Truck 2 CQA Consultant Concrete Crew Haul Truck(s) Sheeps Foot Compactor Design Engineer Pipe Installer Motor Grader(s) Smooth Drum Compactor Surveyor Gas Line Inst.


3513713412/18/2014Republic Services WEATHER:FretcoBFI Saline County Landfill Cell 5 CQABauxite, ArkansasBrad N. Fureigh, P.E.Joshua Graham/Tony BardellaNo Tests Taken

REPORTING TIMES:

Liner crew made repairs to damaged areas and followed up by vacuum testing the repaired areas.

8:15 AM8:30 AM


SUMMARY OF ACTIVITIES OBSERVED:8:15 A.M. - Arrived on site. Liner crew began preparing to extrusion weld panel seams.

9:40 A.M. - Collected trial welds.9:50 A.M. - Liner crew began extrusion welding geomembrane panels.12:00 P.M. - Liner crew began vacuum testing extrusion seams.Obtained and field tested destruct 31. Mailed destruct to lab for conformance testing.

4:30 P.M. - Departed site.



Project No: (501) 847-9292

Date of Report:Client Name:Contractor: Clear X ColdProject Name: X Cloudy CoolLocation: Partly Cloudy WarmProject Mngr. Raining HotTechnician: Windy 32 Low Temp. (°F)Test Location: Foggy / Misty 44 High Temp. (°F)

Depart Lab: Depart Site: 10:00 A.M. Moisture/Density Bridge LiftArrive Site: Arrive Lab: 10:30 A.M. Shelby Tube(s) Subgrade

Dozer(s) Tractor & Pans Client 5 Liner Crew1 Excavator(s) Tractor & Disk Contractor Liner Installer

Backhoe(s) Water Truck 1 CQA Consultant Concrete Crew Haul Truck(s) Sheeps Foot Compactor Design Engineer Pipe Installer Motor Grader(s) Smooth Drum Compactor Surveyor Gas Line Inst.


7:45 A.M.8:00 A.M.


SUMMARY OF ACTIVITIES OBSERVED:8:00 A.M. - Arrived on site. Liner crew had already began installing geocomposite panels.8:30 A.M. - Contractor began joining geonet layer of geocomposite with zip ties at 1 foot intervals.8:50 A.M. - Contractor began joining geotextile layers together by bonding with a heat gun.10:00 A.M. - Contractor finished installing geocomposite drainage layer. Contractor departed the site.


3513713412/19/2014Republic Services WEATHER:FretcoBFI Saline County Landfill Cell 5 CQABauxite, ArkansasBrad N. Fureigh, P.E.Joshua GrahamNo Tests Taken

REPORTING TIMES:



Attachment D Geomembrane Daily Deployment Logs

Geosynthetics Daily Deployment Log

Client Name: Project Number: 25809 Interstate 30 South

Contractor: CQA Monitor: Bryant, Arkansas 72022 Project Name: Reviewed By: (501) 847-9292

Address: Approved By:

Location: Liner Installer:

Panel

Visually

Date Roll Amb. Temp. Weather/ Material Length Width Inspected CQA

Number (ºF) Wind Type (Feet) (Feet) (Y or N) Monitor

12/17/14 102172993 39 Cloudy/No Wind 60T 80 18 Y CF

12/17/14 102172993 39 Cloudy/No Wind 60T 80 19 Y CF

Material Type Legend:

60S - 60-Mil Smooth HDPE Geomembrane DSGC - Double Sided Geocomposite 50 SG - 50-Mil LLDPE Super Gripnet

60T - 60-Mil Textured HDPE Geomembrane SSGC - Single Sided Geocomposite 50 MS - 50-Mil HDPE Microspike

40S - 40-Mil Smooth HDPE Geomembrane 8oz Geo - 8 ounce Geotextile

40T - 40-Mil Textured HDPE Geomembrane 12oz Geo - 12 ounce Geotextile

Republic Services 35137134

Fretco Chris FincherBFI Saline County Cell 5 CQA Brad Fureigh, P.E.

18511 West Sardis Road Owen Carpenter, P.E.

Bauxite, Arkansas AEG

Weather Approximate Panel

Conditions Dimensions

Panel

ID

83

84



Attachment E Geomembrane Trial Weld Summary & Equipment Calibration Certificate

Geomembrane Trial Weld Summary25809 Interstate 30 South

Client Name: Project Number: Bryant, Arkansas 72022

Contractor: CQA Monitor: Peel Extrusion = Phone 501.847.9292

Project Name: Reviewed By: Shear Extrusion = Fax 501.847.9210

Address: Approved By: Peel Fusion =

Location: Liner Installer: Shear Fusion =

Pass

Sample QC Seamer Weld Wedge Speed Preheat or

ID Initials Initials Type Temp oF ft/hr Setting Fail

P 130 138 170

S

P 110 87 97

S

P 111 108 100

S

tP

Republic Services 35137134 Specification for Trial Welds

Fretco Tony Bardella/Chris F. 78

BFI Saline County Cell 5 CQA Brad Fureigh, P.E. 120

18511 West Sardis Road Owen Carpenter, P.E. 91

Bauxite, Arkansas AEG 120

Date Time

Fusion Weld Extrusion Weld

Ambient Machine Temp Test Values

Temp oF Number

oF lbs/inch

12/17/14 14:00 39 TW52 CF G-32 JD E - - 520 520 Pass188 207 217

12/18/14 9:40 38 TW53 TB G-32 JD E - - 500 525 Pass188 198 203

12/18/14 13:15 42 TW54 TB G-32 JD E - - 530 500 Pass211 180 160



Attachment F Geomembrane Panel Seaming &

Non-Destructive Test Log Summary

Geomembrane Seaming and Non-Destructive Test Summary

Project Number: 25809 Interstate 30 South

CQA Monitor: Bryant, AR 72022

Reviewed By: Phone: 501.847.9292

Approved By: Fax: 501.847.9210

Liner Installer:

Machine No. ft

Date

Start End +/- Start End

12/17/14 15:30 JD 12/18/14 - - - - - - P JG

12/17/14 15:50 JD 12/18/14 - - - - - - P JG

12/17/14 15:55 JD 12/18/14 - - - - - - P JG

12/17/14 16:50 JD 12/18/14 - - - - - - P JG

12/18/14 9:50 JD 12/18/14 - - - - - - P JG DS-31

12/18/14 11:05 JD 12/18/14 - - - - - - P JG

12/18/14 11:30 JD 12/18/14 - - - - - - P JG

12/18/14 13:00 JD 12/18/14 - - - - - - P JG

12/18/14 14:00 JD 12/18/14 - - - - - - P JG

P888

Note: This Page: ft

Accumulated: ft

312

14,239

60.0 E. EOS to 60ft W. 312.0

P83 to S. EXT 183.0

69.0 E. EOS to P16 252.0

70.0 E. EOS to P16 146.0

18.0 P1 to P84 164.0

P1 to P84 65.0

11.0 E. EXT to 11ft W. 76.0

QA

ID

39.0 P83 to 39ft. SW 39.0

8.0 E. EXT to 8ft. W 47.0

Location

From - To

Accum Length

(ft)

Pressure TimeAir

Test

P/F

Vac

Box

P/F

PRODUCTION SEAM LOCATION AND DISTANCE NON-DESTRUCTIVE TESTING

Destruct

No.Date TimeSeamer

Initials

Seam

Number

Length

(ft)

35137134

Contractor: Fretco Tony Bardella/Joshua Graham

P84 to EXT.

Location: Bauxite, Arkansas AEG

G-32 Carry Over: 13,927

Project Name: BFI Saline County Cell 5 CQA Owen Carpenter, P.E, P.G.

Address 18511 West Sardis Road Brad Fureigh, P.E.

P83 to P84

P83 to EXT

P83 to P1

P83 to P84

P83 to P16

P84 to EXT.

P83 to P1

P84 to EXT.

Client Name: Republic Services

18.0

19.0



Attachment G Geomembrane Destructive Test Log Summary &

Laboratory Test Result

Geomembrane Destructive Test Log Summary 25809 Interstate 30 South

Project Number: Bryant, AR 72022

CQA Monitor: Peel Extrusion = 78 Phone: 501.847.9292

Reviewed By: Shear Extrusion = 120 Fax: 501.847.9210

Approved By: Peel Fusion = 91

Location: Liner Installer: Shear Fusion = 120

Sample Seam Machine LabID Number Number Pass/Fail

P 137 115 80 139 86

S

Client Name: Republic Services 35137134 Destructive Testing Specifications

Contractor: Fretco Chris Fincher

Project Name: BFI Saline Co. Cell 5 CQA Brad Fureigh, P.E.

Address: 18511 West Sardis Road Owen Carpenter, P.E.


DateSeamer Test Values Field CommentsInitials lbs/inch Pass/Fail

12/18/14 DS-31 P83/P84 G-32 JD Pass Pass241 227 144 246 228

Date: 2014-12-19

Mail To: Bill To:Darrin KempkerRepublic Services, Inc.18511 West Sardis RdBryant , AR , 72011

Republic Services, Inc.

e-mail:[email protected] [email protected] [email protected]

Dear Mr. Kempker,

Thank you for consulting with TRI/Environmental, Inc. (TRI) for your geosynthetics testing needs. TRI is pleased tosubmit this final report for laboratory testing.

Project: Saline County Landfill Cell 5

TRI Job Reference Number: 15632

Material(s) Tested: (1) Single Extrusion Weld Seam(s)

Test(s) Requested: SAME DAY Peel and Shear(ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)

Codes:AD Adhesion Failure (100% Peel)BRK Break in sheeting away from Seam edge.SE Break in sheeting at edge of seam.AD-BRK Break in sheeting after some adhesion failure - partial peel.SIP Separation in the plane of the sheet (leaving the bond intact).FTB Film tearing bond (all non "AD" failures).NON-FTB 100% peel.

If you have any questions or require any additional information, please call us at 1-800-880-8378.Sincerely,

Melissa HunterProject ManagerGeosynthetic Services Divisionhttp://www.geosyntheticstestinc.com

Page: 1 of 2

DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACKTRI Client: Republic Services, Inc.

Project: Saline County Landfill Cell 5

Material: 60 mil. HDPESAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)TRI Log#: 15632

TEST REPLICATE NUMBER

PARAMETER 1 2 3 4 5 MEAN

Sample ID: DS-31 | Weld: Single ExtrusionSide: Peel Peel

Peel Strength (ppi) 121 114 83 120 109 109Peel Incursion (%) 20 <5 <5 <5 <5Peel Locus Of Failure Code AD-BRK SE SE SE SEPeel NSF Failure Code FTB FTB FTB FTB FTB

Shear Shear

Shear Strength (ppi) 204 210 207 206 205 206Shear Elongation @ Break (%) >50 >50 >50 >50 >50

Page: 2 of 2



Attachment H Geomembrane Repair Log Summary

Client Name: Project Number: Liner System 25809 Interstate 30 South

Contractor: CQA Monitor: Bryant, AR 72022

Project Name: Reviewed By: x Primary Phone 501.847.9292

Address: Approved By: Secondary Fax 501.847.9210

Location: Liner Installer: Other:

REPAIR

DATE SEAM DIST OFFSET TYPE WIDTH DIA QA DATE OPER PASS/ ACTION QA

(ft) (2) (3) (ft) (ft) ID ID FAIL ID

12/17/14 P83,P1,EXT - - P E 2.5 TB 12/18/14 TR Pass - TB

12/18/14 P83-P84 15 P16 D31 E 3.0 TB 12/18/14 TR Pass - TB

12/18/14 P83,P1,EXT 10 P84 P E 2.5 JG 12/18/14 TR Pass - JG

NOTES: (1) Repair No.: Repairs should be numbered sequentially ABBREVIATIONS:

(2) Repair Codes.: P = Patch, C = Cap, S = Anchor Trench Ext., D = Destructive Sample, G = Grind and Weld, T = Topping along Fusion Seam GV = Gas Vent AT = Anchor Trench

(3) Repair Types: E = Extrusion and F = Fusion EXT = Existing PP = Pipe Penetration

- 256 6.0 G-32 JD

- 257 5.0 G-32 JD

(1) (ft) NO ID

- 255 2.5 G-32 JD

NON-DESTRUCTIVE TESTINGNO. AND

PANEL CODE LENGTH MACH OPER

18511 West Sardis Road Owen Carpenter, P.E.


LOCATIONREPAIR

SIZE WELDER ID

Geomembrane Repair Log SummaryRepublic Services 35137134

Fretco Tony B./Joshua G.

BFI Saline County Cell 5 CQA Brad Fureigh, P.E.



Attachment I Project Photographic Log

Cell 5, Phase 2 – QC/QA Documentation Report Saline County Landfill ■ Bauxite, Arkansas

January 2015 ■ Project No. 35137134


Looking at the placement of GCL and geomembrane on East Slope

Looking east at installation of panel P83




Looking northeast at liner tie-in preparation between panels P83 and P84

Extrusion welding panels P83 and P84




Repairing destructive test sample location DS-31

Vacuum testing extrusion welds




Installation of initial zip-ties on geonet portion of geocomposite




Looking at leistered seam between geocomposite drainage layer panels

Microsoft Outlook - Memo Style...1168958.98 1168096.69 1167109.74 383.27 335.91 356.76 343.18 300...

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