NCD980602163_20010918_Warren County PCB Landfill_SERB C_No 68 & 72 - Geomembrane Panel Layout and Resumes for Geomembrane Liner Workers-OCR

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GSE Lining Technology, Inc.
18 SEPTEMBER 2001
EDHAMPSTON
IT CORPORATION
13 BRITISH AMERICAN BL VD.
LATHAM, NEW YORK 12110-1405
RE: WARREN COUNTY PCB LANDFILL
GSE PROJECT No. 508736
CERTIFICATION
19103 Gundle Road
Houston, Texas 77073
800-435-2008
713-443-8564
Fax: 281-230 • 8663
The undersigned, being qualified and authorized to do so, hereby certifies that standard GSE 40
mil average HD™ HDPE geomembrane will meet or exceed the material properties and/or testing
frequencies provided in the project specifications (Section 02750, pages 1 to 13) provided that the
exceptions described in GSE's specification review (dated 18 September 2001) are approved to
replace or amend the original project specifications.
Sincerely,
John David Griffin
GSE Technical Supervisor
cc: Sheri Sim-Connell, GSE Lining Technology, Inc.
Attachment: GSE Specification Review, 18 September 2001
For environmental lining solutions ... the world comes to GSE"
A Gundle!SL T Environmental, Inc. Company
-19103 Gundle Road
_ Houston, TX 77073 ~n::t !I ® GSE Lining Technology, Inc.
P: 800-435 -2008 F: 281 -875 -6010 ---= ------------------
DATE: 18 SEPTEMBER 2001
RE: SPECIFICATION REVIEW FOR WARREN COUNTY PCB LANDFILL
GSE PROJECT No. 508736
A technical review of the specifications provided (Section 02750, pages 1 to 13) for the above referenced
project is complete. GSE intends to supply 40 mil average HD™ for this project as specified provided that the
following exceptions are approved to replace or amend the original specifications.
Page 02750-3 -1.03.C -Submittals
GSE asks that this section be amended with the following statement:
• It is the responsibility of the Installer to approve all shop drawings and proposed liner layouts as shown
on the Drawings for this project.
Page 02750-8 -3.03.B.3 & 4 -Testing of Polyethylene: Test Seams
GSE asks that this section be amended with the following statement:
• GSE asks that all field and laboratory destructive sample testing be performed according to the methods
and procedures outlined in ASTM D 6392. Additionally, GSE asks that standard GSE minimum weld
values for 40 mil HDPE smooth geomembrane be acceptable.
Page 02750-11-Table 1-Required Physical Properties of Membrane Liner (Polyethylene) Sheet
GSE asks that the project specifications be amended to standard GSE specifications.
Geomembrane Property Project Specifications* GSE Specifications
Thickness ASTMD 751 ASTMD5199
Elonf!_ation (ci), Break 560% with a 2.5 inch f!.af!.e lenf!.th 700% with a 2.0 inch f!.af!.e lenf!.th
Puncture Resistance FTMS JOI, 2065 ASTMD4833
Carbon Black Dispersion ASTMD3015 ASTM D 5596 -Catef!_ories I, 2, 3
Modulus of Elasticity ASTMD882 ASTMD638
* As ofJanuary 1, 1998, the National Sanitation Foundation (NSF) no longer lists geomembrane
manufacturers nor supports any geomembrane regulations. The current industry standard for HDPE liners
(smooth & textured) is GRI Test Method GM13. GSE asks that this be acceptable.
Page 02750-13-Table 2 -Required Pre-Shipping Sheet Testing of Membrane Liner (Polyethylene)
GSE asks that the project testing frequencies be amended to standard GSE testing frequencies.
Environmental Stress Crack I test per every roll I test er resin lot ~180, 000 lbs)
* Dimensional Stability is an indicator of the thermal stress on polyethylene resin during the extrusion or
manufacturing process. However, due to technological advances in polyethylene resins and manufacturing
processes (both for the resins and geosynthetics), the Dimensional Stability test is no longer commonly
performed in the geosynthetic industry (note that Dimensional Stability testing is not required by GRI Test
Method GM 13). Therefore, GSE asks that certification of this material property be acceptable.
For environmental lining solutions ... the world comes to GSE"
A Gundle!SL T Environmental, Inc. Company
t -------------------------------.....
GSE HD
Smooth HDPE Geomembrane
GSE HD is a high quality, high density polyethylene (HDPE) geomembrone produced from specially formulated, virgin
polyethylene resin. This polyethylene resin is designed specifically for flexible geomembrone applications. It contains
approximately 97.5% polyethylene, 2.5% carbon block and trace amounts of antioxidants and heat stabilizers; no other
additives, fillers or extenders ore used. GSE HD hos· outstanding chemical resistance, mechanical properties, environ-
mental stress crock resistance, dimensional stability and thermal aging characteristics. GSE HD hos excellent resistance
to UV radiation and is suitable for exposed conditions.
Product Specifications
Thickness, mils (mm) ASTM D 5199 27 (0.69) 36 (0.91) 54 (1.4) 72 (1.8)
Density, g/cm' ASTM D 1505 0.94 0.94 0.94 0.94
Tensile Properties (each direction) ASTM D 638, Type IV
Strength at Break, lb/in-width (N/mm) Dumbell, 2 ipm 122 (21) 162 (28) 243 (43) 324 (57)
Strength at Yield, lb/in-width (N/mm) 63 (11) 84 (15) 130 (23) 173 (30)
Elongation at Break, % G.L. 2.0 in (51 mm) 700 700 700 700
Elongation at Yield, % G.L. 1.3 in (33 mm) 13 13 13 13
Tear Resistance, lb (N) ASTM D 1004 21 (93) 28 (124) 42 (187) 56 (249)
Puncture Resistance, lb (N) ASTM D 4833 59 (263) 79 (352) 119 (530) 158 (703)
Carbon Black Content, % ASTM D 1603 2.0 2.0 2.0 2.0
Carbon Black Dispersion ASTM D 5596 +Note 1 +Note 1 +Note 1 +Note 1
Notched Constant Tensile Load, hrs ASTM D 5397, Appendix 400 400 400 400
Thickness, mils (mm) ASTM D 5199 30 (0.75) 40 (1.0) 60 (1.5) 80 (2.0)
Roll Length (approximate), ft (m) 952 (290) 650 (198) 420 (128) 350 (107)
Low Temperature Brittleness, °F (°C) ASTM D 746, Cond. B <-107 (<.77) <-107 (<-77) <-107 (<-77) <-107 (<-77)
Oxidative Induction Time, minutes ASTM D 3895, 200° C; >100 >100 >100 >100
o2, 1 atm
Dimensional Stability (each direction), % ASTM D 1204, 100° C, 1 hr ±2 ±2 ±2 ±2
NOTES:
+Nole 1: Dispersion only applies to near spherical agglomerates. 9 of 10 views shall be Category 1 or 2. No more than 1 view from Category 3.
GSE HD is available in rolls approximately 22.5 ft 16.9 ml wide and weighing about 2,900 lb 11,315 kgl.
90 (2.3)
0.94
405 (71)
216 (38)
700
13
70 (311)
198 (881)
2.0
+Note 1
400
100 (2.5)
250 (76)
<-107 (<-77)
>100
±2
This information is provided for reference purposes only and is not intended as o warranty or guarantee. GSE assumes no liability in connection with the use of this information. Please check with
GSE for current, standard minimum quality assurance procedures and specifications.
GSE and other marks used In this document ara trademarks and service marks of GSE Lining Technology, Inc; certaln of which are registered In the U.S.A. and other countries.
A!!lldw
GSE Uring Technology, Inc.
llousloo, Texas
Phone: [phone]
281-443-8564
Fox: 281-230-8650
Asia /Pacific
GSE Uring Technology Company Ltd.
Bangkok, Thm1ood
Phone: [phone]
Fox: 66-2-937--0097
Eur1pe/Mlchle East
GSE Uring Technology GmbH
Hamburg, Germany
Phone: [phone]
Fox: 49-40-7 67 4233
A Gundle/SU Environmental, Inc. Company
www.gseworld.com
Represented by:
DS005 R08/27/01
..
TRANSMITTAL COVER PAGE
WARREN COlffiTY PCB LANDFILL DETOXIFICATION PROJECT
IT Corp. Project #827062
Submitted By: IT Corporation -200 Horizon Center Boulevard, Trenton, New Jersey 08691
Transmittal Number (chronological sequence): 34
Transmittal Date: 9/26/01
Submittal Register Item Number: 68, 72 .....
Resubmittal: No___K_ Yes
Specification Section: 02750
Description: Pond liner -layout, resumes of installation personnel and QC program
Drawing/Detail Number: NI A
Subcontractor/Supplier: American Plastic Pipe & Supply Co.
Comments: See Sept 18, 2001 letter from liner manufacturer regarding proposed variances from
specifications.
Number of Copies Submitted: _4_
Number of Copies to be Returned to Contractor 0
Earth Tech Engineer's Receipt Signature: ____________________ _
Comments:
Receipt Date:
Engineer's Approval
Comments:
Reviewer's Signature
Project Manager's Signature
□ A. "Reviewed and approved, no exceptions taken"
D B. "Reviewed and approved with comments
□ C. "Revise and Resubmit"
Date -------------------------
Date ------------------------
...
This transmittal includes the following items relating to the geomembrane to be used to line the new pond:
1. Geomembrane panel layout construction drawing and anchor trench detail, submittal register item #68.
2. Personnel resumes for field superintendent and weld technicians, submittal register item #72.
3. Quality Control Program, submittal register item #74, including the following:
GSE Field Installation Quality Assurance Manual
Manufacturer's corporate profile
Manufacturer's recommended handling and storage procedures
Manufacturer's recommendations for subgrade preparation
Manufacturer's recommendations for minimum weld properties
Samples of QC data reports for rolls and resins, actual reports will be prepared after submittals are
approved and actual material for this project is ordered and produced. Those reports will be submitted
under submittal register item #s 67 and 75.
4. September 18, 2001 letter from manufacturer detailing proposed variances from specification section
02750 with regard to material properties, test methods and test frequencies.
Dukefile: wclf\submittals\proposed liner 092601
Ir: ~ II., .. lzw 11n oz 11 Ii l:f j ... ..,, Ir: I )( t-+--i '-'-104' 119•122·122·122·119•1 L1 L2 L3 \ L4 V ANOiOR lRENOi I J_j.--SEAM, l'l'PICAL i-----I I (HOT WEDGE WELD) 11 ~ POND TOE OF SLOPE V 11 (ElEVATION 307) L5 ~ POND INSIDE TOP OF BERM (ELEVATION 315) \__ PAND. NUMBER ...... t/1 NW JOO' "°" ll5l'lil EMCON/OWT 1~=~·1 I 111111 :1::1:: -=~-•1-1•-WWWZU4alll ....., , ........ 1--1--AIINOIII .,_ 01 0 ----------
GSE Detail Drawings
Available separately at larger scale
Please call and refer to specific drawing numbers
Width Varies
_/ -GSE HOPE liner
/ .,,----Top of berm r """"""'""""""'
Depth
TYplcal Anchor Trench
Not to scale
GSE Owg. # 0-AT003 -----------------------------------------------------------------------------
12" 36"
T
24" (Typ)
Jm1ca1 Doubt• Anchor It•nch
Not to scale
------------------------------------------------------------------GSE Owg. I 0-AT004 -
[itiFJ ~~EcJ;?~CI Technology, Inc. rif Hcustcn, T-77073 , 800-435-2008 713-443-8564 ·
V: HIIAD Imm II Hi ... IDB IIUX 1) Fllllt5, ~ DIS. lllllm.
Im 01 MT alBIA11Ji HD IS aJREIUl, Ml H PllffllY ff & liilJ ...... 1k
1IIS MAK IIAY NOT I[ ClflD ~ IIPlmXlD II wr IAY norr 1ffllll flBlll,,D
lrAD040
Geosynthetics Experience
Project Personnel
Resumes
John Beeman (Operations Manager)
Work History
John Beeman
Project Quantities Installed Material
ROCKY MOUNT ARSENAL 3,000,000 SF 60MILHDPE
DENVER, CO 6,000,000 SF PN 3000
3,000,000 SF POL YFELT 8OZ
BFJ/NORTHERN DISPOSAL 321,734 SF 60MILHDPE
EAST BRIDGEWATER, MA
SANCO 130,547 SF 60MILHDPE
BETHLEHEM, NH 99,150 SF PN 3000
113,800 SF TREVIRA1135
WMI/CENTRAL LANDFILL 1,446,000 SF 60MILHDPE
POMPANO BEACH,FL
CWMI/EMELLE CAP 184,726 SF 40MILHDPE
EMELLE,AL
WMI/GROWS 696,582 SF 60MILHDPE
MORRISVILLE,PA 722,089 SF TREVIRA 1155
319,956 SF TREVIRA 18143
618,417 SF PN 3000
326,543 SF CLAYMAX
DOW CHEMICAL 331,224 SF l00MILHDPE
MIDLAND,MI
WMI/GROWS 733,056 SF 60MILHDPE
MORRISVILLE,PA 618,554 SF PN3000
767,741 SF TREVIRA 1155
312,708 SF TREVIRA 18143
337,267 SF CLAYMAX
LEON COUNTY LANDFILL 813,248 SF 60MILHDPE
T ALLAHASSEE,FL
WMI/fURNKEY LANDFILL 2,413,991 SF 60MILHDPE
ROCHESTER,NH 2,106,129 SF PN 3000
17,995 SF AMOCO4616
2,062,194 SF AMOCO4510
37,185 SF RUBSHEET
956,000 SF CLAYMAX
MARTIN COUNTY LANDFILL 1,111,469 SF 60MILHDPE
STUART,FL
WMI/GROWS 696,582 SF 60MILHDPE
MORRISVILLE,PA 722,089 SF TREVIRA 1155
319,956 SF TREVIRA 18143
618,417 SF PN 3000
326,543 SF CLAYMAX
LAKE COUNTY 640,993 SF 40MILHDPE
CHESTERLAND,OHlO 409,196 SF TEX-NET
WAYNE DISPOSAL 1,202,618 SF 40MILHDPE
BELLEVILLE,MI
~-....__
,,----, • -ztr ~ ~ ..S-✓~~-
Geosynthetics Experience
Project Personnel
Project
LCS
HEDGE VILLE, WV
PASCO COUNTY LANDFil.,L
DADE CITY,FL
COMMUNITY REFUSE
GREENCASTLE,PA
CANONIE
SICKLERVILLE,NJ
CWMI/MODEL CITY
MODEL CITY,NY
CWMI/CID
CALUMET CITY,Il.,L
BRIDGE CONSTRUCTION
HINCKLEY,ME
CWMI/MODEL CITY
MODEL CITY, NY
GREEN VALLEY
HONGKONG
SOUTHERN ALLEGHENIES
HOLLSOPPLE,PA
NEW HANOVER COUNTY
WIT.,MINGTON,NC
LYCOMING COUNTY
WIT.,LIAMSPORT, PA
SE BERRIEN COUNTY
BUCHANON, MI
VENICE PARK
FLINT,MI
WMI/NEW MILFORD
NEW MILFORD, CT
John Beeman
Quantities Installed
274,062 SF
465,750 SF
247,800 SF
40,615 SF
424,000 SF
378,870 SF
495,722 SF
388,272 SF
1,184,250 SF
472,076 SF
513,750 SF
477,150 SF
227,565 SF
50,250 SF
135,720 SF
94,500 SF
86,346 SF
713,778 SF
472,076 SF
513,750 SF
417,150 SF
989,267 SF
967,182 SF
2,029,540 SF
587,629 SF
435,167 SF
457,143 SF
455,107 SF
1,299,655 SF
1,662,339 SF
1,058,618 SF
47,3 86 SF
792,707 SF
343,612 SF
244,466 SF
231,941 SF
570,651 SF
801,769 SF
306,533 SF
323,761 SF
290,827 SF
194,092 SF
254,932 SF
263,338 SF
226,354 SF
Material
60MILHDPE
PN3000
1REVIRA 1155
IBX-NET
60MILHDPE
l00MILHDPE
PN3000
TRIVERA
40MILHDPE
60MILHDPE
1REVIRA 1135
PN 3000
60MILHDPE
l00MILHDPE
PN3000
1REVIRA 1125
CLAYMAX
80MILHDPE
60MILHDPE
1REVIRA 1135
PN3000
60MILF\2
80 MILF\2
GEOIBXTIT.,E
BENTO FIX
80 MIL HOPE
1354 GEOIBXTIT.,E
PN 3000
60MILHDPE
PN 3000
1REVIRA 1155
60MILHDPE
UX 1600
40MILHDPE
PN 3000
AMOCO4508
l00MILHDPE
PN3000
AMOCO4512
AMOCO4510
CLAYMAX
60MILHDPE
60MILHDPE
40MILHDPE
IBX-NET
Geosynthetics Experience
Project Personnel
John Beeman
Project Quantities Installed Material
WMI/fR.I-CITY RDF 380,479 SF 60MILHDPE
CARSONVILLE,MI 380,479 SF AMOCO4516
DUTRA CONSTRUCTION 572,000 SF 60MILHDPE
FRESNO, CA
LAIDLAW/ ADRIAN LANDFILL 1,006,253 SF 60MILHDPE
ADRIAN,MI 558,500 SF PN 3000
496,390 SF TREVIRA 1127
WMI/NORTHWESTLANDFILL 382,220 SF 60MILHDPE
WEST SUNBURY, PA 315,590 SF PN3000
384,393 SF TREVIRA 1155
165,200 SF TYPAR
146,196 SF CLAYMAX
AMAX GOLD 3,500,000 SF 40MILHDPE
LASSEN, CA 3,500,000 SF 60MILHDPE
3,500,000 SF 80MILHDPE
1,000,000 SF PN 3000
WMNA/TURNKEY LANDFILL 1,082,250 SF 60MILHDPE
ROCHESTER, NH 25,050 SF 40MILHDPE
958,088 SF PN 3000
1,013,915 SF AMOCO4516
402,000 SF BENTOFIX
WMNA/POTTSTOWN 1,352,124 SF 60MILHDPE
POTTSTOWN, PA 1,472,078 SF TREVIRA 1155
273,078 SF TEX NET
575,019 SF POLY NET
236,529 SF CLAYMAX
GRAND CENTRAL STATION 904,192 SF 40MILHDPE
PEN ARGYLE,PA 904,192 SF 60MILHDPE
895,332 SF POLY FELT
339,670 SF PN 3000
73,860 SF TN 3002
433,615 SF BENTOFIX
CITY ENVIROMENT AL 209,790 SF 60MILHDPE
FREDERIC, MI 192,914 SF 60MILF\2
162,537 SF 80MILHDPE
188,998 SF 80 MIL F\2
371,737 SF TN 3002\1120
301,043 SF TN 3001\1120
153,592 SF BENTOFIX
27,999 SF TREVIRA 1135
NORTHWEST LANDFILL 345,045 SF 60MILHDPE
WEST SUNBURY, PA 357,916 SF PN 3000
517,698 SF GEOTEXTILE
162,583 SF CLAYMAX
CITY MANAGEMENT 300,600 SF 80MILHDPE
CARLETON F ARMS-CELL6 51,570 SF 80 MIL F\2
CARLETON,MI 49,590 SF TN3002
300,150 SF PN3000
301,500 SF TREVIRA 1145
Geosynthetics Experience
Project Personnel
John Beeman
Project Quantities Installed Material
CWS CROSSROADS 212,330 SF 80MILHDPE
NORRIDGEWOCK, MA 223,700 SF 80 MIL F\2
400,000 SF PN3000
400,000 SF GEOTEXTILE
161,000 SF BENTOFIX
ESSEX LANDFILL 515,672 SF 40 MIL COEX F\2
ESSEX, VT 92,148 SF 40 MIL COEX
NEW MILFORD LANDFILL 323,064 SF 40 MIL F\2
NEW MILFORD, CT 303,383 SF TN 3002\1125
27,531 SF GEOTEXTILE
GRAND CENTRAL STATION 895,332 SF POLY FELT
PEN ARGYLE,PA 339,670 SF PN 3000
73,860 SF TN 3002\1125
433,615 SF BENTOFIX
WESTSIDE RECYCLING 166,500 SF 60 MILHDPE
THREE RIVERS, MI 65,250 SF PN 3000
389,120 SF BENTOFIX
37,916 SF TYPAR3601
15,500 SF TREVIRA 1155
EAGLE VALLEY CELL 6 270,766 SF 60MILHDPE
ORION,MI 42,028 SF 40MILHDPE
304,366 SF 60 MIL F\2
46,196 SF TN 3001\1125
368,269 SF PN 3000
282,365 SF BENTOFIX
304,911 SF GEOTEXTILE
TRI-CITY CELL 11 170,942 SF 60 MIL F\2
CARSONVILLE, MI 253,003 SF 60MILHDPE
170,943 SF TN 3002\1125
249,190 SF TN 3001\1125
66,755 SF GEOTEXTILE
132,974 SF BENTOFIX
COSTAIN COAL,INC. 182,178 SF 60 MILHDPE
PIKESVILLE,KY 73,915 SF 60 MIL F\2
73,915 SF TN 3002\1120
223,837 SF TREVIRA1135
150,454 SF TREVIRA 1120
150,454 SF TN 3001\1120
CRIPPLE CREEK 10,000,000 SF 40 MIL LLDPE
CRIPPLE CREEK, CO 4,000,000 SF POLY FELT 12oz
NORTHWEST TENN DISPOSAL 224,452 SF 60MILHDPE
UNION CITY, TENN 224,452 SF BENTOFIX
FOREST LAWN LANDFILL 351,092 SF 60MILHDPE
THREE OAKS,MI 370,572 SF 30MILPVC
207,717 SF TEXTILE8OZ
181,260 SF BENTOFIX
372,255 SF TN3002
SARTOMERCOUNTYBASIN 23,072 SF 60MILHDPE
23,072 SF TREVIRA
YAW Hil..L LANDFILL 327,540 SF 60MILHDPE
WABASH,IND
Geosynthetics Experience
Project Personnel
John Beeman
Project Quantities Installed Material
FOREST LAWN LANDFILL 279,000 SF 60MILLLDPE
THREE OAKS,MI 279,000 SF 40MILLLDPE
279,000 SF BENTOFIX
279,000 SF TN 3002
DAVIESS COUNTY LANDFILL 500,000 SF I00MILHDPE
OWENSBORO,KY 500,000 SF TN 3002
HUMBOLDT LAGOON 333,000 SF 60MILHDPE
HUMBOLDT,TN
WESTINGHOUSE 60,000 SF GEOGRID
ANNISTON,AL 350,000 SF 60MILHDPE
350,000 SF GEOTEXTILE 10oz
NATIONAL SEAL COMPANY 300,000 SF 60 MIL R PP GREEN
RENO,NV
EA ENGINEERING 2,000,000 SF 30MILPVC
KENNEDY SPACE CENTER, FL
LENZING FIBERS 100,000 SF 60MILF\2
LOWLAND, TN 250,000 SF 60MILHDPE
102,000 SF 60MILCOEX
300,000 SF TN 3002\1120
SOUTHERN ILLINOIS LANDFILL 953,635 SF 20MILPVC
DESOTO,IL
VICTORY ENVIRONMENT AL 320,000 SF 60MILHDPE
TERRA HAUTE,IN
BEC\AL WASTE 200,000 SF 45MILRPP
PINE HILL,AL
NORTHWEST TN DISPOSAL 350,000 SF 60MILHDPE
UNIONCITY,TN 350,000 SF BENTOFIX
PEPCO 750,000 SF 45 MILRPP
NEWBURG,MD
HT BOWLING 81,026 SF 60 MIL F\2
PULASKI,VA 78,133 SF TN 3002
205,820 SF 60MILHDPE
130,000 SF GEOTEXTILE 10oz
WESTINGHOUSE 2,904 SF 60MILHDPE
NORTHSIDE LANDFILL
FOREST LAWN LANDFILL 219,600 SF 40MILLLDPE
THREE OAK, MI 220,138 SF 60MILLLDPE
221,938 SF TN 3002
LESSARD CONTRACTING 16,000 SF 60MILHDPE
SERGENT BLUFF, IA
ALCOA 175,000 SF 60MILHDPE
FRIENDSVILLE, TN 153,000 SF 60MILF\2
63,000 SF 60 MIL COEX F\2
391,500 SF TN 3002
NORTHWEST TN DISPOSAL 124,115 SF 60MILHDPE
UNION CITY, TN 124,115 SF BENTOFIX
W.C. ENGLISH 1,315,900 SF TNSE07O
L YNCHBURG,VA
Geosynthetics Experience
Project Personnel
John Beeman
Project Quantities Installed Material
IDCKMANCOUNTYLANDFILL 296,707 SF 40MILHDPE
CENTERVILLE, TN
VANDERBILT CHEMICAL 89,225 SF 30MILPVC
SURF ACE IMPOUNDMENT 89,225 SF TN 3002
BETHEL,CT
PRINCE EDWARD COUNTY 176,917 SF 60MILHDPE
VIENNA, VA 68,474 SF 60MILF\2
CAMPBELL COUNTY LANDFILL 156,000 SF 60MILF\2
RUSTBURG,VA 156,000 SF GEOTEXTILE 12oz
PETER'S CONTRACTING 6,700 SF XR-5-8130
HAWESVILLE, KY
DAVIESSCOUNTYLANDFILL 251,769 SF BENTOFIX
OWENSBORO,KY 255,331 SF IO0MILHDPE
242,680 SF TN 3002\1120
19,013 SF GEOTEXTILE 16OZ
RIEDSVILLE WWTP 232,264 SF 80MILHDPE
RIEDSVILLE,GA
MCINTOSH POWERPLANT 44,032 SF 60MILF\2
LAKELAND,FL 7,948 SF 60MILHDPE
SURF ACE IMPOUNDMENT 75,375 SF BENTOMAT
BETHEL,CT 95,191 SF 30MILORPVC
79,275 SF GEOCOMPOSITE
CITY OF BEDFORD 156,262 SF 60MILF\2
BEDFORD,VA 156,262 SF GEOTEXTILE 1 0OZ
156,262 SF GEOTEXTILE 8OZ
CENTREVILLE LANDFILL 937,553 SF 40 MIL LLDPE F\2
QUEENANNE'S COUNTY, MD 944,687 SF GEOCOMPOSITE 6OZ
MAXEY FLATS DISPOSAL 217,754 SF 45MILRPP
MOREHEAD, KY 132,554 SF 40MILPP
133,920 SF GEOTEXTILE 16.5 OZ
SE BERRIEN LANDFILL 560,845 SF 30MILPVC
BUCHANAN, MI
NEWPORT NEWS DISPOSAL 922,855 SF 40 MIL LLDPE F\2
NEWPORT NEWS, VA 922,855 SF GEOCOMPOSITE 6OZ
PITTSYLVANIA COUNTY 362,543 SF 40 MIL LLDPE F\2
DRY FORK, VA 369,323 SF GEOTEXTILE 12oz
NEW HANOVER COUNTY 271,835 SF 60MILHDPE
WILMINGTON,NC
CITY OF PETERSBURG 192,873 SF 60MILF\2
PETERSBURG, VA 194,597 SF GEOTEXTILE 1 0OZ
SIRL 920,000 SF GEOTEXTILE 4 OZ
DESOTA, IL 920,000 SF GEOTEXTILE 6 OZ
WAYNE COUNTY LANDFILL 620,000 SF 60MILF\2
FAIRFIELD, IL 620,000 SF GEOTEXTILE 6 OZ
LAMESA LANDFILL 900,000 SF 40 MIL F\2
LAMESA, TX 900,000 SF GEOTEXTILE 8 OZ
900,000 SF GEOTEXTILE 10 OZ
REDBONE RIDGES LANDFILL 450,000 SF 60 MIL F\2
~~OUN,GA 450,000 SF GEOTEXTILEl0OZ .... _
/9 :1F -z:-,, ~ dlF ..5"'/,JC~-
Geosynthetics Experience
Project Personnel
Project
SIRL
DESOTA, IL
CLAYTON COUNTY PRISON
CLAYTON,GA
STEW ART ANG BASE
NEWBURGH, NY
TOT AL PETROLEUM, INC
ALMA,MI
POLK COUNTY LANDFILL
LAKELAND,FL
WINGATE ROAD LANDFILL
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL
NILES, MI
MAXEY FLATS LANDFILL
MOREHEAD, KY
PRATT WHITNEY
WEST PALM BEACH, FL
DUELL AND GARDNER
MUSKINGAM, MI
NORTH COUNTRY LANDFILL
BETHLEHEM, NH
VINTHILL FARMS
MANASSAS, VA
YORKTOWN NAVAL STATION
YORKTOWN, VA
John Beeman
Quantities Installed Material
520,000 SF 20MILPVC
460,000 SF 40MILF\2
460,000 SF GEOTEXTILE I 0OZ
460,000 SF GEOTEXTILE 8 OZ
1,500,000 SF 40MILLLDPE
1,500,000 SF GEOCO:MPOSITE 6 OZ
300,000 SF 60MILF\2
300,000 SF GEOTEXTILE 8 OZ
1,000,000 SF 60 MIL GREEN HDPE
I, 700,000 SF 40MILLLDPE
200,000 SF 60MILHDPE S
4,000,000 SF 45 MILRFPP
150,000 SF XR5
250,000 SF 30MILPVC
250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
200,000 SF 40MILLLDPE
200,000 SF GEOCOMPOSITE 6 OZ
200,000 SF 60 MILF/2
200,000 SF GEOMPOSITE 6 OZ
21,000 SF 60MILHDPE
Geosynthetics Experience
Project Personnel
Eric Barnes (Master Seamer)
Work History
Eric Barnes
Project Quantities Installed
FOREST LAWN LANDFILL 219,600 SF
THREE OAK, MI 220,138 SF
221,938 SF
LESSARD CONTRACTING 16,000 SF
SERGENT BLUFF, IA
ALCOA 175,000 SF
FRIENDSVILLE, TN 153,000 SF
63,000 SF
391,500 SF
NORTHWEST TN DISPOSAL 124,115 SF
UNION CITY, TN 124,115 SF
W.C. ENGLISH 1,315,900 SF
L YNCHBURG,VA
HICKMAN COUNTY LANDFILL 296,707 SF
CENTERVILLE, TN
VANDERBILT CHEMICAL 89,225 SF
SURF ACE IMPOUNDMENT 89,225 SF
BETHEL,CT
PRINCE EDWARD COUNTY 176,917 SF
VIENNA, VA 68,474 SF
CAMPBELL COUNTY LANDFILL 156,000 SF
RUSTBURG,VA 156,000 SF
PETER'S CONTRACTING 6,700 SF
HA WES VILLE, KY
DAVIESS COUNTY LANDFILL 251,769 SF
OWENSBORO,KY 255,331 SF
242,680 SF
19,013 SF
RIEDSVILLE WWTP 232,264 SF
RIEDSVILLE,GA
MCINTOSH POWERPLANT 44,032 SF
LAKELAND,FL 7,948 SF
SURF ACE IMPOUNDMENT 75,375 SF
BETHEL,CT 95,191 SF
79,275 SF
CITY OF BEDFORD 156,262 SF
BEDFORD,VA 156,262 SF
156,262 SF
CENTREVILLE LANDFILL 937,553 SF
QUEENANNE'S COUNTY, MD 944,687 SF
MAXEY FLATS DISPOSAL 217,754 SF
MOREHEAD, KY 132,554 SF
133,920 SF
SE BERRIEN LANDFILL 560,845 SF
BUCHANAN, MI
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Material
40MILLLDPE
60MILLLDPE
TN 3002
60MILHDPE
60MILHDPE
60 MILF\2
60 MIL COEX F\2
TN 3002
60MILHDPE
BENTOFIX
TNSE07O
40MILHDPE
30MILPVC
TN 3002
60MILHDPE
60MILF\2
60MILF\2
GEOTEXTILE 12oz
XR-5-8130
BENTOFIX
l00MILHDPE
TN 3002\1120
GEOTEXTILE 16OZ
80MILHDPE
60 MIL F\2
60MILHDPE
BENTOMAT
30MILORPVC
GEOCOMPOSITE
60 MIL F\2
GEOTEXTILE 10oz
GEOTEXTILE 8OZ
40 MIL LLDPE F\2
GEOCOMPOSITE 6OZ
45 MILRPP
40MILPP
GEOTEXTILE 16.5 OZ
30MILPVC
Geosynthetics Experience
Project Personnel
Eric Barnes
Project Quantities Installed Material
NEWPORT NEWS DISPOSAL 922,855 SF 40 MIL LLDPE F\2
NEWPORT NEWS, VA 922,855 SF GEOCOMPOSITE 6OZ
PITTSYLVANIA COUNTY 362,543 SF 40 MIL LLDPE F\2
DRY FORK, VA 369,323 SF GEOTEXTILE 12oz
NEW HANOVER COUNTY 271,835 SF 60MILHDPE
WILMINGTON,NC
CITY OF PETERSBURG 192,873 SF 60MILF\2
PETERSBURG, VA 194,597 SF GEOTEXTILE I0OZ
SIRL 920,000 SF GEOTEXTILE 4 OZ
DESOTA, IL 920,000 SF GEOTEXTILE 6 OZ
WAYNECOUNTYLANDFILL 620,000 SF 60MILF\2
FAIRFIELD, IL 620,000 SF GEOTEXTILE 6 OZ
LAMESA LANDFILL 900,000 SF 40MILF\2
LAMESA, TX 900,000 SF GEOTEXTILE 8 OZ
900,000 SF GEOTEXTILE 10 OZ
REDBONE RIDGES LANDFILL 450,000 SF 60MILF\2
CALHOUN, GA 450,000 SF GEOTEXTILE I0OZ
SIRL 520,000 SF 20MILPVC
DESOTA, IL
CLAYTON COUNTY PRISON 460,000 SF 40MILF\2
CLAYTON,GA 460,000 SF GEOTEXTILE I 0OZ
460,000 SF GEOTEXTILE 8 OZ
STEW ART ANG BASE 1,500,000 SF 40MILLLDPE
NEWBURGH, NY 1,500,000 SF GEOCOMPOSITE 6 OZ
TOT AL PETROLEUM, INC 300,000 SF 60 MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNTY LANDFILL 1,000,000 SF 60 MIL GREEN HDPE
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF 40MILLLDPE
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF 60MILHDPE S
NILES, MI
MAXEY FLATS LANDFILL 4,000,000 SF 45MILRFPP
MOREHEAD, KY
PRATT WHITNEY 150,000 SF XR5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
NORTH COUNTRY LANDFILL 200,000 SF 40MILLLDPE
BETHLEHEM, NH 200,000 SF GEOCOMPOSITE 6 OZ
VINTHILL FARMS 200,000 SF 60 MIL F/2
MANASSAS, VA 200,000 SF GEOMPOSITE 6 OZ
YORKTOWN NAVAL STATION 21,000 SF 60MILHDPE
YORKTOWN, VA
Geosynthetics Experience
Project Personnel
Skip Hartman (Master Seamer)
Work History
Skip Hartman
Project Quantities Installed Material
GROWS LANDFILL 450,000 SF 60MILLLDPE
MORRISVILLE, PA 450,000 SF 40MILLLDPE
MAXEY FLATS 1,435,000 SF 40MILPP
MOREHEAD, KY
HUMBOLDT WWTP 400,000 SF 60MILHDPE
HUMBOLDT, TN
AMERICAN LANDFILL 456,428 SF DC4205 GEOCOMPOSITE
WAYNESBURG, OH
POTOMAC ELECTRIC POWER 750,000 SF 40MILPP
COMPANY
NEWBURG,MD
HABERSHAM COUNTY LANDFILL 195,500 SF 60 MIL SMOOTH
MT. AIRY,GA 195,500 SF BENTOFIX
FEDERAL EXPRESS FUEL FARM 53,919 SF 60MILHDPE
MEMPHIS, TN 102,960 SF 8 OZ. GEOTEXTILE
981 LF BATTENING
481 LF SEAL LOCK ATTACHMENT
SYCAMORE LANDFILL, PHASE III 107,822 SF 60MIL TX/2
CHARLESTON, WV
CARTERS VALLEY LDFL 61 ,000 SF 60 MIL SMOOTH
CHURCH HILL, TN 162,000 60 MIL TX/ 2
SHOAL CREEK WWTP 373,000 SF 40MILHDPE
GRIFFIN, GA
R&ABENDER 307,443 SF 80 MIL SMOOTH
CHAMBERSBURG,PA 231,837 SF 80 MIL TX/ 2
331,773 SF PN3000
304,168 SF 16 OZ. GEOTEXTILE
89,064 SF TN3002 / 1120
CLAYTON COUNTY LDFL 19,686 SF 60 MIL TX/ 2
LOVEJOY,GA 482,145 SF 60 MIL SMOOTH
SOUTHPORT/GULF POWER 1,071,060 SF 60 MIL SMOOTH
PANAMA CITY, FL
BLUE GRASS ARMY DEPOT 326.905 SF 40 MIL TX/ 2
RICHMOND, KY
MURRAY COUNTY LDFL 198,430 SF 60MIL
CHATSWORTH, GA 198,430 SF 16 OZ. GEOTEXTILE
198430 SF BENTOMAT
13,870 SF 40MIL
CRAWFORD COUNTY LANDFILL 298,000 SF 60 MIL SMOOTH
PHASE 1-C 71,000 SF 60 MIL TX/ 2
BUCYRUS,OH 72,000 SF TN3002/l 120
291,000 El 70 GEOTEXTILE
SOUTHPORT LANDFILL 210,000 SF 60 MIL SMOOTH
PHASE II
KISSIMMEE,FL
FLUOR DANIELS FERNALD 307,600 SF 80 MIL TX/ 2 NSC
-~D, OH .... _ 307,600 SF BENTOFIX
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Geosynthetics Experience
Project Personnel
Skip Hartman
Project Quantities Installed Material
LINCOLN COUNTY LANDFILL 707,400 SF GCL
FA YETIEVILLE, TN
NOBLE ROAD LANDFil,L 130,000 SF 60 MIL SMOOTH
CELL I 182,000 SF 60MIL TJX/2
MANSFIELD, OH
R&ABENDER 207,500 SF 80 MIL SMOOTH NSC
PAD I0B 145,500 SF 80 MIL TX/ 2 NSC
CHAMBERSBURG,PA 72,800 SF TN3002/l 120 NSC
207,500 SF DRAINAGE NET NSC
183,400 SF El60 GEOTEXTILE
FAIRFIELD WET WEATHER 250,000 SF, 3 LAGOONS 60MILNSC
EQUALIZATION BASINS 4,000LF CONCRETE EMBED
FAIRFIELD , OH
ROW AN COUNTY LANDFU,L 43,100 SF 60 MIL TX/ 2 AGRU
LEACHATE IMPOUNDMENT 43,100 SF BENTOMAT ST CETCO
WOODLEAF, NC 43,100 SF El60 GEOTEXTILE TNS
MILLS
EVERGLADES NUTRIENT 648,000 SF 60 MIL SMOOTH AGRU
REMOVAL
WEST PALM BEACH, FL
ALACHUA COUNTY LDFL 1,850,000 SF 40 MIL LLDPE TX/ 2
ARCHER FL
RM CLAYTON WATER 100,000 SF 40 MIL HDPE SMOOTH
RECLAMATION F ACU,ITY 108,000 SF AGRU
ATLANTA, GA DURA SKRIM 12BBR RA VEN
BALDWINCOUNTYLANDFU,L 299,323 SF 60 MIL SMOOTH AGRU
MILLEDGEVILLE, GA 73,176 SF 60 MIL TX/ 2 AGRU
13,500 SF 6 OZ. GEOTEXTUE TNS
MILLS
ROW AN COUNTY LDFL 203,145 SF 60 MIL SMOOTH AGRU
PHASE II 308,638 SF 60 MIL TX/ 2 AGRU
WOODLEAF, NC 308,638 SF DOUBLE SIDE 8 OZ. -
203,145 SF GEOTEXTU,E
203,145 SF DRAINAGE NET TNS MILLS
E0750 GEOTEXTU,E TNS
MILLS
BULK FUEL STORAGE SYSTEMS 59,600 SF 80 MIL HDPE SMOOTH
REPAIR 2,840 SF HDPE BATTENING
MOODY AFB, GA 64,800 SF CONCRETE
25,000 SF 16 OZ. NON WOVEN
PEPCO MAT
INTERNATIONAL PAPER 285,660 40 MIL RAIN FLAP
AUGUSTA, GA 285,660
WPP CONTINENT AL 120,000 SF 15,900
DECOST A RICA SA
ALAJUGLA, COST A RICA
SIRL 920,000 SF GEOTEXTILE 4 OZ
DESOTA,U, 920,000 SF GEOTEXTILE 6 OZ
WAYNECOUNTYLANDFU,L 620,000 SF 60MILF\2
FAIRFIELD, IT, 620,000 SF GEOTEXTILE 6 OZ
LAMESA LANDFU,L 900,000 SF 40 MIL F\2
LAMESA, TX 900,000 SF GEOTEXTILE 8 OZ
~-900,000 SF GEOTEXTU,E IO OZ ·-,-=-: :Z: 'Q<:, ~ ~ S';'e_o;q ,.:,
Geosynthetics Experience
Project Personnel
Skip Hartman
Project Quantities Installed Material
REDBONE RIDGES LANDFILL 450,000 SF 60MILF\2
CALHOUN,GA 450,000 SF GEOTEXTILE 10oz
SIRL 520,000 SF 20MILPVC
DESOTA, IL
CLAYTON COUNTY PRISON 460,000 SF 40MILF\2
CLAYTON,GA 460,000 SF GEOTEXTILE 10oz
460,000 SF GEOTEXTILE 8 OZ
STEW ART ANG BASE 1,500,000 SF 40MILLLDPE
NEWBURGH, NY 1,500,000 SF GEOCOMPOSITE 6 OZ
TOT AL PETROLEUM, INC 300,000 SF 60MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNTY LANDFILL 1,000,000 SF 60 MIL GREEN HDPE
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF 40MILLLDPE
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF 60MILHDPE S
NILES,MI
MAXEY FLATS LANDFILL 4,000,000 SF 45 MILRFPP
MOREHEAD, KY
PRATT WIBTNEY 150,000 SF XR.5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
NORTH COUNTRY LANDFILL 200,000 SF 40MILLLDPE
BETHLEHEM, NH 200,000 SF GEOCOMPOSITE 6 OZ
VINTHILL FARMS 200,000 SF 60 MILF/2
MANASSAS, VA 200,000 SF GEOMPOSITE 6 OZ
YORKTOWN NAVAL STATION 21,000 SF 60MILHDPE
YORKTOWN, VA
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Geosynthetics Experience
Project Personnel
Sean Michael Herron (Master Seamer)
Work History
Michael Hartman
Project Quantities Installed
SIRL 920,000 SF
DESOTA, IL 920,000 SF
WAYNE COUNTY LANDFILL 620,000 SF
FAIRFIELD, IL 620,000 SF
LAMESA LANDFILL 900,000 SF
LAMESA, TX 900,000 SF
900,000 SF
REDBONE RIDGES LANDFILL 450,000 SF
CALHOUN,GA 450,000 SF
SIRL 520,000 SF
DESOTA, IL
CLAYTON COUNTY PRISON 460,000 SF
CLAYTON,GA 460,000 SF
460,000 SF
STEW ART ANG BASE 1,500,000 SF
NEWBURGH, NY 1,500,000 SF
TOT AL PETROLEUM, INC 300,000 SF
ALMA,MI 300,000 SF
POLK COUNTY LANDFILL 1,000,000 SF
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF
NILES,MI
MAXEY FLATS LANDFILL 4,000,000 SF
MOREHEAD, KY
PRATT WHITNEY 150,000 SF
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF
MUSKINGAM, MI 250,000 SF
250,000 SF
NORTH COUNTRY LANDFILL 200,000 SF
BETHLEHEM, NH 200,000 SF
VINTHILL FARMS 200,000 SF
MANASSAS, VA 200,000 SF
YORKTOWN NAVAL STATION 21,000 SF
YORKTOWN, VA
Material
GEOTEXTILE 4 OZ
GEOTEXTILE 6 OZ
60MILF\2
GEOTEXTILE 6 OZ
40MILF\2
GEOTEXTILE 8 OZ
GEOTEXTILE 10 OZ
60 MILF\2
GEOTEXTILE 10oz
20MILPVC
40MILF\2
GEOTEXTILE 10oz
GEOTEXTILE 8 OZ
40MILLLDPE
GEOCOMPOSITE 6 OZ
60MILF\2
GEOTEXTILE 8 OZ
60 MIL GREEN HDPE
40MILLLDPE
60MILHDPES
45MILRFPP
XR5
30MILPVC
CLAYMAX
GEOTEXTILE 8 OZ
40MILLLDPE
GEOCOMPOSITE 6 OZ
60MILF/2
GEOMPOSITE 6 OZ
60MILHDPE
Geosynthetics Experience
Project Personnel
Kenny Warren (Master Seamer)
Work History
Kenny Warren
Project Quantities Installed
SIRL 920,000 SF
DESOTA,IL 920,000 SF
WAYNECOUNTYLANDFILL 620,000 SF
FAIRFIELD, IL 620,000 SF
LAMESA LANDFILL 900,000 SF
LAMESA, TX 900,000 SF
900,000 SF
REDBONE RIDGES LANDFILL 450,000 SF
CALHOUN,GA 450,000 SF
SIRL 520,000 SF
DESOTA, IL
CLAYTON COUNTY PRISON 460,000 SF
CLAYTON,GA 460,000 SF
460,000 SF
STEW ART ANG BASE 1,500,000 SF
NEWBURGH, NY 1,500,000 SF
TOT AL PETROLEUM, INC 300,000 SF
ALMA,MI 300,000 SF
POLK COUNTY LANDFILL 1,000,000 SF
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF
NILES,MI
MAXEY FLATS LANDFILL 4,000,000 SF
MOREHEAD, KY
PRATT WHITNEY 150,000 SF
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF
MUSKINGAM, MI 250,000 SF
250,000 SF
NORTH COUNTRY LANDFILL 200,000 SF
BETHLEHEM, NH 200,000 SF
VINTHILL FARMS 200,000 SF
MANASSAS, VA 200,000 SF
YORKTOWN NAVAL STATION 21 ,000 SF
YORKTOWN, VA
Material
GEOTEXTILE 4 OZ
GEOTEXTILE 6 OZ
60MILF\2
GEOTEXTILE 6 OZ
40MILF\2
GEOTEXTILE 8 OZ
GEOTEXTILE 10 OZ
60MILF\2
GEOTEXTILE 10oz
20MILPVC
40MILF\2
GEOTEXTILE IOOZ
GEOTEXTILE 8 OZ
40MILLLDPE
GEOCOMPOSITE 6 OZ
60MILF\2
GEOTEXTILE 8 OZ
60 MIL GREEN HDPE
40MILLLDPE
60MILHDPES
45MILRFPP
XR5
30MILPVC
CLAYMAX
GEOTEXTILE 8 OZ
40MILLLDPE
GEOCOMPOSITE 6 OZ
60 MIL F/2
GEOMPOSITE 6 OZ
60MILHDPE
Geosynthetics Experience
Project Personnel
Phoune Chathayong (Master Seamer)
Work History
Phoune Chathayong
Project Quantities Installed
SIRL 920,000 SF
DESOTA, IL 920,000 SF
WAYNE COUNTY LANDFILL 620,000 SF
FAIRFIELD, IL 620,000 SF
LAMESA LANDFILL 900,000 SF
LAMESA, TX 900,000 SF
900,000 SF
REDBONE RIDGES LANDFILL 450,000 SF
CALHOUN,GA 450,000 SF
SIRL 520,000 SF
DESOTA, IL
CLAYTON COUNTY PRISON 460,000 SF
CLAYTON,GA 460,000 SF
460,000 SF
STEW ART ANG BASE 1,500,000 SF
NEWBURGH, NY 1,500,000 SF
TOT AL PETROLEUM, INC 300,000 SF
ALMA,MI 300,000 SF
POLK COUNTY LANDFILL 1,000,000 SF
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF
Ff. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF
NILES,MI
MAXEY FLATS LANDFILL 4,000,000 SF
MOREHEAD, KY
PRATI WHITNEY 150,000 SF
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF
MUSKINGAM, MI 250,000 SF
250,000 SF
NORTH COUNTRY LANDFILL 200,000 SF
BETHLEHEM, NH 200,000 SF
VINTHILL FARMS 200,000 SF
MANASSAS, VA 200,000 SF
YORKTOWN NAVAL STATION 21,000 SF
YORKTOWN, VA
Material
GEOTEXTILE 4 OZ
GEOTEXTILE 6 OZ
60MILF\2
GEOTEXTILE 6 OZ
40MILF\2
GEOTEXTILE 8 OZ
GEOTEXTILE 10 OZ
60MILF\2
GEOTEXTILE 10oz
20MILPVC
40MILF\2
GEOTEXTILE 10oz
GEOTEXTILE 8 OZ
40MILLLDPE
GEOCOMPOSITE 6 OZ
60 MILF\2
GEOTEXTILE 8 OZ
60 MIL GREEN HDPE
40MILLLDPE
60MILHDPES
45MILRFPP
XR5
30MILPVC
CLAYMAX
GEOTEXTILE 8 OZ
40MILLLDPE
GEOCOMPOSITE 6 OZ
60MILF/2
GEOMPOSITE 6 OZ
60MILHDPE
Geosynthetics Experience
Project Personnel
Joesph Hollins (Liner Technician)
Work History
Joesph Hollins
Project Quantities Installed Material
TOT AL PETROLEUM, INC 300,000 SF 60MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNTY LANDFILL 1,000,000 SF 60 MIL GREEN IIDPE
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF 40MILLLDPE
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF 60 MIL IIDPE S
NILES, MI
MAXEY FLATS LANDFILL 4,000,000 SF 45MILRFPP
MOREHEAD, KY
PRATT WIIlTNEY 150,000 SF XR5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
VINTHILL FARMS 200,000 SF 60MILF/2
MANASSAS, VA 200,000 SF GEOMPOSITE 6 OZ
YORKTOWN NAVAL STATION 21,000 SF 60MILHDPE
YORKTOWN, VA
Geosynthetics Experience
Project Personnel
Ryan Showalter (Liner Technician)
Work History
Ryan Showalter
Project Quantities Installed Material
TOT AL PETROLEUM, INC 300,000 SF 60MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNTY LANDFil.,L 1,000,000 SF 60 MIL GREEN HDPE
LAKELAND,FL
WINGATEROADLANDFil.,L 1,700,000 SF 40MILLLDPE
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFil.,L 200,000 SF 60MILHDPE S
NIT.,ES, MI
MAXEY FLATS LANDFIT.,L 4,000,000 SF 45 MILRFPP
MOREHEAD, KY
PRATT WHITNEY 150,000 SF XR5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
VINTHIT.,L FARMS 200,000 SF 60MILF/2
MANASSAS, VA 200,000 SF GEOMPOSITE 6 OZ
YORKTOWN NAVAL STATION 21,000 SF 60 MIL HDPE
YORKTOWN, VA
Geosynthetics Experience
Project Personnel
Joesph Newson (Liner Technician)
Work History
Joesph Newson
Project Quantities Installed Material
TOT AL PETROLEUM, INC 300,000 SF 60MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNIT LANDFILL 1,000,000 SF 60 MIL GREEN HDPE
LAKELAND, FL
WINGATE ROAD LANDFILL 1,700,000 SF 40MILLLDPE
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF 60MILHDPE S
NILES,MI
MAXEY FLATS LANDFILL 4,000,000 SF 45 MILRFPP
MOREHEAD, KY
PRATT WHITNEY 150,000 SF XR5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
VINTHILL FARMS 200,000 SF 60MILF/2
MANASSAS, VA 200,000 SF GEOMPOSITE 6 OZ
YORKTOWN NAVAL STATION 21,000 SF 60MILHDPE
YORKTOWN, VA
Geosynthetics Experience
Project Personnel
Jeremy Newson (Liner Technician)
Work History
Jeremy Newson
Project Quantities Installed Material
TOT AL PETROLEUM, INC 300,000 SF 60MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNTY LANDFILL 1,000,000 SF 60 MIL GREEN HDPE
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF 40MILLLDPE
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF 60MILHDPE S
NILES, MI
MAXEY FLATS LANDFILL 4,000,000 SF 45 MILRFPP
MOREHEAD, KY
PRATT WIDTNEY 150,000 SF XR5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
VINTHILL FARMS 200,000 SF 60MILF/2
MANASSAS, VA 200,000 SF GEOMPOSITE 6 OZ
YORKTOWN NAVAL STATION 21 ,000 SF 60MILHDPE
YORKTOWN, VA
Geosynthetics Experience
Project Personnel
Shannon Crawford (Liner Technician)
Work History
Robert Crawford
Project Quantities Installed Material
TOTAL PETROLEUM, INC 300,000 SF 60MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNTY LANDFILL 1,000,000 SF 60 MIL GREEN HOPE
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF 40MILLLDPE
Ff. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF 60MILHDPE S
NILES,MI
MAXEY FLATS LANDFILL 4,000,000 SF 45 MILRFPP
MOREHEAD, KY
PRATI WIIlTNEY 150,000 SF XR5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
VINTHILL FARMS 200,000 SF 60MILF/2
MANASSAS, VA 200,000 SF GEOMPOSITE 6 OZ
YORKTOWN NAVAL STATION 21,000 SF 60MILHDPE
YORKTOWN, VA
Geosynthetics Experience
Project Personnel
Allen Bar (Liner Technician)
Work History
Allen Bar
Project Quantities Installed Material
TOT AL PETROLEUM, INC 300,000 SF 60 MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNTY LANDFILL 1,000,000 SF 60 MIL GREEN HDPE
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF 40MILLLDPE
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF 60MILHDPE S
NILES, MI
MAXEY FLATS LANDFILL 4,000,000 SF 45 MILRFPP
MOREHEAD, KY
PRATT WlilTNEY 150,000 SF XR.5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
VINTHILL FARMS 200,000 SF 60MILF/2
MANASSAS, VA 200,000 SF GEOMPOSITE 6 OZ
YORKTOWN NAVAL STATION 21,000 SF 60MILHDPE
YORKTOWN, VA
Geosynthetics Experience
Project Personnel
Marical Arriaga (Liner Technician)
Work History
Marical Arriaga
Project Quantities Installed Material
NORTHWEST 1ENN DISPOSAL 224,452 SF 60MILHDPE
UNION CITY, 1ENN 224,452 SF BENTOFIX
FOREST LAWN LANDFILL 351,092 SF 60MILHDPE
THREE OAKS,MI 370,572 SF 30MILPVC
207,717 SF 1EXTILE8OZ
181,260 SF BENTOFIX
372,255 SF TN 3002
SARTOMER COUNTY BASIN 23,072 SF 60MILHDPE
23,072 SF TREVIRA
YAW HILL LANDFILL 327,540 SF 60MILHDPE
WABASH,IND
FOREST LAWN LANDFILL 279,000 SF 60MILLLDPE
THREE OAKS,MI 279,000 SF 40MILLLDPE
279,000 SF BENTOFIX
279,000 SF TN3002
DAVIESS COUNTY LANDFILL 500,000 SF l00MILHDPE
OWENSBORO,KY 500,000 SF TN3002
HUMBOLDT LAGOON 333,000 SF 60MILHDPE
HUMBOLDT,TN
WESTINGHOUSE 60,000 SF GEOGRID
ANNISTON,AL 350,000 SF 60MILHDPE
350,000 SF GEO1EXTILE lOOZ
NATIONAL SEAL COMPANY 300,000 SF 60 MIL R PP GREEN
RENO,NV
EA ENGINEERING 2,000,000 SF 30MILPVC
KENNEDY SPACE CEN1ER, FL
LENZING FIBERS 100,000 SF 60MILF\2
LOWLAND, TN 250,000 SF 60MILHDPE
102,000 SF 60MILCOEX
300,000 SF TN 3002\1120
SOUTHERN ILLINOIS LANDFILL 953,635 SF 20MILPVC
DESOTO,IL
VICTORY ENVIRONMENT AL 320,000 SF 60MILHDPE
1ERRA HAU1E,IN
BEC\AL W AS1E 200,000 SF 45MILRPP
PINE HILL,AL
NORTHWEST TN DISPOSAL 350,000 SF 60MILHDPE
UNION CITY,TN 350,000 SF BENTOFIX
PEPCO 750,000 SF 45MILRPP
NEWBURG,MD
HT BOWLING 81 ,026 SF 60MILF\2
PULASKI,VA 78,133 SF TN 3002
205,820 SF 60MILHDPE
130,000 SF GEO1EXTILE 10oz
~. 2 ,,.
9f ·-:z..~J .s-~
Geosynthetics Experience
Project Personnel
Project
WESTINGHOUSE
NORTHSIDE LANDFil.,L
FOREST LAWN LANDFILL
THREE OAK, MI
LESSARD CONTRACTING
SERGENT BLUFF, IA
ALCOA
FRIENDSVILLE, TN
NORTHWEST TN DISPOSAL
UNION CITY, TN
W.C.ENGLISH
L YNCHBURG,VA
HICKMANCOUNTYLANDFil.,L
CENTERVILLE, TN
VANDERBil.,T CHEMICAL
SURF ACE IMPOUNDMENT
1;3ETHEL,CT
PRINCE EDWARD COUNTY
VIENNA, VA
CAMPBELL COUNTY LANDFILL
RUSTBURG, VA
PETER'S CONTRACTING
HA WES VILLE, KY
DAVIESS COUNTY LANDFILL
OWENSBORO,KY
RIEDSVILLE WWTP
RIEDSVILLE,GA
MCINTOSH POWERPLANT
LAKELAND,FL
SURFACE IMPOUNDMENT
BETHEL.CT
CITY OF BEDFORD
BEDFORD,VA
CENTREVILLELANDFil.,L
QUEENANNE'S COUNTY, MD
MAXEY FLATS DISPOSAL
MOREHEAD, KY
SE BERRIEN LANDFILL
BUCHANAN, MI
NEWPORT NEWS DISPOSAL
.a~RTNEWS, VA,.._
,r::,,-z <Ur::7 ~~ ~..rJ:l".t".J~'
Marical Arriaga
Quantities Installed Material
2,904 SF 60MILHDPE
219,600 SF 40MILLLDPE
220,138 SF 60MILLLDPE
221,938 SF TN 3002
16,000 SF 60MILHDPE
175,000 SF 60MILHDPE
153,000 SF 60MILF\2
63,000 SF 60 MIL COEX F\2
391,500 SF TN3002
124,115 SF 60MILHDPE
124,115 SF BENTOFIX
1,315,900 SF TNSE07O
296,707 SF 40MILHDPE
89,225 SF 30MILPVC
89,225 SF TN3002
176,917 SF 60MILHDPE
68,474 SF 60MILF\2
156,000 SF 60MILF\2
156,000 SF GEOTEXTil.,E 12oz
6,700 SF XR-5-8130
251,769 SF BENTOFIX
255,331 SF l00MILHDPE
242,680 SF TN 3002\1120
19,013 SF GEOTEXTIT.,E 1602
232,264 SF 80MILHDPE
44,032 SF 60MILF\2
7,948 SF 60MILHDPE
75,375 SF BENTOMAT
95,191 SF 30MILORPVC
79,275 SF GEOCOMPOSITE
156,262 SF 60MILF\2
156,262 SF GEOTEXTIT.,E 1 0OZ
156,262 SF GEOTEXTIT.,E 802
937,553 SF 40 MIL LLDPE F\2
944,687 SF GEOCOMPOSITE 602
217,754 SF 45MILRPP
132,554 SF 40MILPP
133,920 SF GEOTEXTIT.,E 16.5 OZ
560,845 SF 30MILPVC
922,855 SF 40 MIL LLDPE F\2
922,855 SF GEOCOMPOSITE 602
Geosynthetics Experience
Project Personnel
Marical Arriaga
Project Quantities Installed Material
PITISYL VANIA COUNTY 362,543 SF 40 MIL LLDPE F\2
DRYFORK, VA 369,323 SF GEOTEXTILE 12oz
NEW HANOVER COUNTY 271,835 SF 60MILHDPE
WILMINGTON,NC
CITY OF PETERSBURG 192,873 SF 60MILF\2
PETERSBURG, VA 194,597 SF GEOTEXTILE 10oz
SIRL 920,000 SF GEOTEXTILE 4 OZ
DESOTA, IL 920,000 SF GEOTEXTILE 6 OZ
WAYNE COUNTY LANDFILL 620,000 SF 60MILF\2
FAIRFIELD, IL 620,000 SF GEOTEXTILE 6 OZ
LAMESA LANDFILL 900,000 SF 40MILF\2
LAMESA, TX 900,000 SF GEOTEXTILE 8 OZ
900,000 SF GEOTEXTILE 10 OZ
REDBONE RIDGES LANDFILL 450,000 SF 60MILF\2
CALHOUN,GA 450,000 SF GEOTEXTILE 10oz
SIRL 520,000 SF 20MILPVC
DESOTA,IL
CLAYTON COUNTY PRISON 460,000 SF 40MILF\2
CLAYTON,GA 460,000 SF GEOTEXTILE 10oz
460,000 SF GEOTEXTILE 8 OZ
STEW ART ANG BASE 1,500,000 SF 40MILLLDPE
NEWBURGH, NY 1,500,000 SF GEOCOMPOSITE 6 OZ
TOT AL PETROLEUM, INC 300,000 SF 60MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNTY LANDFILL 1,000,000 SF 60 MIL GREEN HDPE
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF 40MILLLDPE
FT. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF 60MILHDPE S
NILES,MI
MAXEY FLATS LANDFILL 4,000,000 SF 45 MILRFPP
MOREHEAD, KY
PRATI WHITNEY 150,000 SF XR5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
250,000 SF GEOTEXTILE 8 OZ
NORTH COUNTRY LANDFILL 200,000 SF 40MILLLDPE
BETHLEHEM, NH 200,000 SF GEOCOMPOSITE 6 OZ
VINTHILL FARMS 200,000 SF 60 MILF/2
MANASSAS, VA 200,000 SF GEOMPOSITE 6 OZ
YORKTOWN NAVAL STATION 21,000 SF 60MILHDPE
YORKTOWN, VA
Geosynthetics Experience
Project Personnel
Adam Sharp (Liner Technician)
Work History
Adam Sharp
Project Quantities Installed
TOT AL PETROLEUM, INC 300,000 SF
ALMA,MI 300,000 SF
POLK COUNTY LANDFILL 1,000,000 SF
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF
Ff. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF
NILES, MI
MAXEY FLATS LANDFILL 4,000,000 SF
MOREHEAD, KY
PRATT WHITNEY 150,000 SF
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF
MUSKINGAM, MI 250,000 SF
250,000 SF
VINTHILL FARMS 200,000 SF
MANASSAS, VA 200,000 SF
YORKTOWN NAVAL STATION 21,000 SF
YORKTOWN, VA
Material
60 MILF\2
GEOTEXTILE 8 OZ
60 MIL GREEN HOPE
40MILLLDPE
60MILHDPE S
45MILRFPP
XR5
30MILPVC
CLAYMAX
GEOTEXTILE 8 OZ
60MILF/2
GEOMPOSITE 6 OZ
60MILHDPE
Geosynthetics Experience
Project Personnel
Rebel Wright (Master Seamer)
Work History
Rebel Wright
Project Quantities Installed
WMI/CEN1RAL LANDFILL 1,446,000 SF
POMPANO BEACH,FL
CWMI/EMELLE CAP 184,726 SF
EMELLE,AL
WMI/GROWS 696,582 SF
MORRlSVILLE,PA 722,089 SF
319,956 SF
618,417 SF
326,543 SF
DOW CHEMICAL 331,224 SF
MIDLAND,Ml
LEON COUNTY LANDFILL 813,248 SF
T ALLAHASSEE,FL
GRANGER DISPOSAL 297,762 SF
EAST JORDAN, Ml 285,000 SF
CEDAR RIDGE LANDFILL 202,683 SF
MIAMI,FL 187,275 SF
LOWELL DUNN COMPANY 99,205 SF
MlAMl,FL
AMERICAN COTTON GROWERS 436,378 SF
LITTLEFIELD, TX
HEDGEVILLE,WV 465,750 SF
247,800 SF
40,615 SF
PASCO COUNTY LANDFILL 424,000 SF
DADE CITY,FL
COMMUNITY REFUSE 378,870 SF
GREENCASTLE,PA 495,722 SF
388,272 SF
CANONIE 1,184,250 SF
SICKLERVILLE,NJ
CWMI/MODEL CITY 472,076 SF
MODEL CITY,NY 513,750 SF
477,150 SF
CWMI/CID 227,565 SF
CALUMET CITY,ILL 50,250 SF
135,720 SF
94,500 SF
86,346 SF
BRIDGE CONSTRUCTION 713,778 SF
HINCKLEY,ME
CWMI/MODEL CITY 472,076 SF
MODEL CITY, NY 513,750 SF
417,150 SF
Material
60MILHDPE
40MILHDPE
60MILHDPE
TREVIRA1155
TREVIRA 18143
PN 3000
CLAYMAX
IO0MILHDPE
60MILHDPE
60MILHDPE
TREVIRA 7135
60MILHDPE
TREVIRA 7135
60MILHDPE
60MILHDPE
PN 3000
TREVIRA 1155
TEX-NET
60MILHDPE
lOOMILHDPE
PN3000
TRIVERA
40MILHDPE
60MILHDPE
TREVIRA 1135
PN3000
60MILHDPE
l00MILHDPE
PN 3000
TREVIRA 1125
CLAYMAX
80MILHDPE
60MILHDPE
TREVIRA 113 5
PN 3000
Geosynthetics Experience
Project Personnel
Rebel Wright
Project Quantities Installed Material
GREEN VALLEY 989,267 SF 60MILF\2
HONGKONG 967,182 SF 80MILF\2
2,029,540 SF GEOTEXTILE
587,629 SF BENTO FIX
435,167 SF 80MILHDPE
457,143 SF 1354 GEOTEXTILE
455,107 SF PN 3000
SOUTHERN ALLEGHENIES 1,299,655 SF 60MILHDPE
HOLLSOPPLE,PA 1,662,339 SF PN 3000
1,058,618 SF TREVIRA1155
47,386 SF 60MILHDPE
792,707 SF UX 1600
NEW HANOVER COUNTY 343,612 SF 40MILHDPE
WILMINGTON,NC 244,466 SF PN 3000
231,941 SF AMOCO4508
LYCOMING COUNTY 570,651 SF lOOMILHDPE
WILLIAMSPORT, PA 801,769 SF PN 3000
306,533 SF AMOCO4512
323,761 SF AMOCO4510
290,827 SF CLAYMAX
SE BERRIEN COUNTY 194,092 SF 60MILHDPE
BUCHANON, MI
VENICE PARK 254,932 SF 60MILHDPE
FLINT,MI
WMI/NEW MILFORD 263,338 SF 40MILHDPE
NEW MILFORD, CT 226,354 SF TEX-NET
WMl/fRI-CITY RDF 380,479 SF 60MILHDPE
CARSONVILLE, MI 380,479 SF AMOCO4516
DUTRA CONSTRUCTION 572,000 SF 60MILHDPE
FRESNO, CA
LAIDLAW/ ADRIAN LANDFILL 1,006,253 SF 60MILHDPE
ADRIAN,MI 558,500 SF PN 3000
496,390 SF TREVIRA 1127
WMI/NORTHWEST LANDFILL 382,220 SF 60MILHDPE
WEST SUNBURY, PA 315,590 SF PN 3000
384,393 SF TREVIRA 1155
165,200 SF TYPAR
146,196 SF CLAYMAX
AMAX GOLD 3,500,000 SF 40MILHDPE
LASSEN, CA 3,500,000 SF 60MILHDPE
3,500,000 SF 80MILHDPE
1,000,000 SF PN3000
WMNAITURNKEY LANDFILL 1,082,250 SF 60MILHDPE
ROCHESTER, NH 25,050 SF 40MILHDPE
958,088 SF PN 3000
1,013,915 SF AMOCO4516
402,000 SF BENTOFIX
Geosynthetics Experience
Project Personnel
Rebel Wright
Project Quantities Installed Material
WMNNPOTTSTOWN 1,352,124 SF 60MILHDPE
POTTSTOWN,PA 1,472,078 SF TREVIRA1155
273,078 SF TEX NET
575,019 SF POLY NET
236,529 SF CLAYMAX
GRAND CENTRAL STATION 904,192 SF 40MILHDPE
PEN ARGYLE,PA 904,192 SF 60MILHDPE
895,332 SF POLY FELT
339,670 SF PN 3000
73,860 SF TN3002
433,615 SF BENTOFIX
CITY ENVIRO:MENTAL 209,790 SF 60MILHDPE
FREDERIC, MI 192,914 SF 60 MILF\2
162,537 SF 80MILHDPE
188,998 SF 80MILF\2
371,737 SF TN 3002\1120
301,043 SF TN 3001\1120
153,592 SF BENTOFIX
27,999 SF TREVIRA 1135
NORTIIWESTLANDFil.,L 345,045 SF 60MILHDPE
WEST SUNBURY, PA 357,916 SF PN 3000
517,698 SF GEOTEXTil.,E
162,583 SF CLAYMAX
CITY MANAGEMENT 300,600 SF 80MILHDPE
CARLETON F ARMS-CELL6 51,570 SF 80 MIL F\2
CARLETON,MI 49,590 SF TN3002
300,150 SF PN3000
301,500 SF TREVIRA 1145
CWS CROSSROADS 212,330 SF 80MILHDPE
NORRIDGEWOCK, MA 223,700 SF 80 MILF\2
400,000 SF PN 3000
400,000 SF GEOTEXTILE
161,000 SF BENTOFIX
ESSEX LANDFil.,L 515,672 SF 40 MIL COEX F\2
ESSEX, VT 92,148 SF 40MILCOEX
NEW MILFORD LANDFil.,L 323,064 SF 40MILF\2
NEW MILFORD, CT 303,383 SF TN 3002\1125
27,531 SF GEOTEXTil.,E
GRAND CENTRAL STATION 895,332 SF POLY FELT
PEN ARGYLE,PA 339,670 SF PN 3000
73,860 SF TN 3002\1125
433,615 SF BENTOFIX
WESTSIDE RECYCLING 166,500 SF 60MILHDPE
TIIREE RIVERS, MI 65,250 SF PN 3000
389,120 SF BENTOFIX
37,916 SF TYPAR 3601
15,500 SF TREVIRA 1155
~,,
.....,1; rn-, ~J -=-
Geosynthetics Experience
Project Personnel
Rebel Wright
Project Quantities Installed Material
EAGLE VALLEY CELL 6 270,766 SF 60 MIL HOPE
ORION,MI 42,028 SF 40 MIL HOPE
304,366 SF 60 MIL F\2
46,196 SF TN 3001 \1125
368,269 SF PN 3000
282,365 SF BENTOFIX
304,911 SF GEOTEXTILE
TRI-CITY CELL 11 170,942 SF 60 MIL F\2
CARSONVILLE, MI 253,003 SF 60 MIL HOPE
170,943 SF TN 3002\1125
249,190 SF TN 3001\1125
66,755 SF GEOTEXTILE
132,974 SF BENTOFIX
COSTAIN COAL,INC. 182,178 SF 60 MIL HOPE
PIKESVILLE,KY 73,915 SF 60 MIL F\2
73,915 SF TN 3002\1120
223,837 SF TREVIRA 1135
150,454 SF TREVIRA 1120
150,454 SF TN 3001\1120
CRIPPLE CREEK 10,000,000 SF 40 MIL LLDPE
CRIPPLE CREEK, CO 4,000,000 SF POLY FELT 12oz
NORTHWEST TENN DISPOSAL 224,452 SF 60 MIL HOPE
UNION CITY, TENN 224,452 SF BENTOFIX
FOREST LAWN LANDFILL 351,092 SF 60 MIL HOPE
THREE OAKS,MI 370,572 SF 30 MIL PVC
207,717 SF TEXTILE8OZ
181,260 SF BENTOFIX
372,255 SF TN3002
SARTOMER COUNTY BASIN 23,072 SF 60 MIL HOPE
23,072 SF TREVIRA
YAW HILL LANDFILL 327,540 SF 60MILHOPE
WABASH,IND
FOREST LAWN LANDFILL 279,000 SF 60MILLLDPE
THREE OAKS,MI 279,000 SF 40MILLLDPE
279,000 SF BENTOFIX
279,000 SF TN 3002
DAVIESS COUNTY LANDFILL 500,000 SF lOOMILHOPE
OWENSBORO,KY 500,000 SF TN 3002
HUMBOLDT LAGOON 333,000 SF 60MILHOPE
HUMBOLDT,TN
WESTINGHOUSE 60,000 SF GEOGRID
ANNISTON,AL 350,000 SF 60MILHOPE
350,000 SF GEOTEXTILE lOOZ
NATIONAL SEAL COMPANY 300,000 SF 60 MIL R PP GREEN
RENO,NV
EA ENGINEERING 2,000,000 SF 30MILPVC
KENNEDY SPACE CENTER, FL
LENZING FIBERS 100,000 SF 60MILF\2
LOWLAND, TN 250,000 SF 60MILHOPE
102,000 SF 60MILCOEX
300,000 SF TN 3002\1120
Geosynthetics Experience
Project Personnel
Rebel Wright
Project Quantities Installed Material
SOUTHERN ILLINOIS LANDFILL 953,635 SF 20MILPVC
DESOTO,IL
VICTORY ENVIRONMENT AL 320,000 SF 60MILHDPE
TERRA HAUTE,IN
BEC\AL WASTE 200,000 SF 45MILRPP
PINE HILL,AL
NORTHWEST TN DISPOSAL 350,000 SF 60MILHDPE
UNION CITY,TN 350,000 SF BENTOFIX
PEPCO 750,000 SF 45MILRPP
NEWBURG,MD
HT BOWLING 81,026 SF 60MILF\2
PULASKI,VA 78,133 SF TN 3002
205,820 SF 60MILHDPE
130,000 SF GEOTEXTILE 10oz
WESTINGHOUSE 2,904 SF 60MILHDPE
NORTHSIDE LANDFILL
FOREST LAWN LANDFILL 219,600 SF 40MILLLDPE
THREE OAK, MI 220,138 SF 60MILLLDPE
221,938 SF TN 3002
LESSARD CONTRACTING 16,000 SF 60MILHDPE
SERGENT BLUFF, IA
ALCOA 175,000 SF 60MILHDPE
FRIENDSVILLE,TN 153,000 SF 60 MIL F\2
63,000 SF 60 MIL COEX F\2
391,500 SF TN 3002
NORTHWEST TN DISPOSAL 124,115 SF 60MILHDPE
UNION CITY, TN 124,115 SF BENTOFIX
W.C. ENGLISH 1,315,900 SF TNSE07O
LYNCHBURG, VA
HICKMAN COUNTY LANDFILL 296,707 SF 40MILHDPE
CENTERVILLE, TN
VANDERBILT CHEMICAL 89,225 SF 30MILPVC
SURF ACE IMPOUNDMENT 89,225 SF TN 3002
BETHEL,CT
PRINCE EDWARD COUNTY 176,917 SF 60MILHDPE
VIENNA, VA 68,474 SF 60 MIL F\2
CAMPBELL COUNTY LANDFILL 156,000 SF 60 MIL F\2
RUSTBURG,VA 156,000 SF GEOTEXTILE 12oz
PETER'S CONTRACTING 6,700 SF XR-5-8130
HAWESVILLE, KY
DAVIESS COUNTY LANDFILL 251,769 SF BENTOFIX
OWENSBORO,KY 255,331 SF I00MILHDPE
242,680 SF TN 3002\1120
19,013 SF GEOTEXTILE 16OZ
RIEDSVILLE WWTP 232,264 SF 80MILHDPE
RIEDSVILLE,GA
MCINTOSH POWERPLANT 44,032 SF 60 MIL F\2 ZLAND,FL 7,948 SF 60MILHDPE
,..._
,...,. =~di?-_s-,.i:rq--~-
Geosynthetics Experience
Project Personnel
Rebel Wright
Project Quantities Installed Material
SURF ACE IMPOUNDMENT 75,375 SF BENTOMAT
BETIIBL,CT 95,191 SF 30MILORPVC
79,275 SF GEOCOMPOSITE
CITY OF BEDFORD 156,262 SF 60MILF\2
BEDFORD,VA 156,262 SF GEOTEXTILE 10oz
156,262 SF GEOTEXTILE 8OZ
CENTREVILLE LANDFILL 937,553 SF 40 MIL LLDPE F\2
QUEENANNE'S COUNTY, MD 944,687 SF GEOCOMPOSITE 6OZ
MAXEY FLATS DISPOSAL 217,754 SF 45MILRPP
MOREHEAD, KY 132,554 SF 40MILPP
133,920 SF GEOTEXTILE 16.5 OZ
SE BERRIEN LANDFILL 560,845 SF 30MILPVC
BUCHANAN, MI
NEWPORT NEWS DISPOSAL 922,855 SF 40 MIL LLDPE F\2
NEWPORT NEWS, VA 922,855 SF GEOCOMPOSITE 6OZ
PITTSYLVANIA COUNTY 362,543 SF 40 MIL LLDPE F\2
DRY FORK, VA 369,323 SF GEOTEXTILE 12oz
NEW HANOVER COUNTY 271,835 SF 60MILHDPE
WILMINGTON, NC
CITY OF PETERSBURG 192,873 SF 60MILF\2
PETERSBURG, VA 194,597 SF GEOTEXTILE 10oz
SIRL 920,000 SF GEOTEXTILE 4 OZ
DESOTA, IL 920,000 SF GEOTEXTILE 6 OZ
WAYNECOUNTYLANDFILL 620,000 SF 60 MILF\2
FAIRFIELD, IL 620,000 SF GEOTEXTILE 6 OZ
LAMESA LANDFILL 900,000 SF 40 MILF\2
LAMESA, TX 900,000 SF GEOTEXTILE 8 OZ
900,000 SF GEOTEXTILE 10 OZ
REDBONE RIDGES LANDFILL 450,000 SF 60MILF\2
CALHOUN, GA 450,000 SF GEOTEXTILE 10oz
SIRL 520,000 SF 20MILPVC
DESOTA,IL
CLAYTON COUNTY PRISON 460,000 SF 40MILF\2
CLAYTON,GA 460,000 SF GEOTEXTILE 10oz
460,000 SF GEOTEXTILE 8 OZ
STEW ART ANG BASE 1,500,000 SF 40MILLLDPE
NEWBURGH, NY 1,500,000 SF GEOCOMPOSITE 6 OZ
TOT AL PETROLEUM, INC 300,000 SF 60 MILF\2
ALMA,MI 300,000 SF GEOTEXTILE 8 OZ
POLK COUNTY LANDFILL 1,000,000 SF 60 MIL GREEN HDPE
LAKELAND,FL
WINGATE ROAD LANDFILL 1,700,000 SF 40MILLLDPE
Ff. LAUDERDALE, FL
SOUTHEAST BERRIAN LANDFILL 200,000 SF 60MILHDPE S
NILES,MI
MAXEY FLATS LANDFILL 4,000,000 SF 45MILRFPP
MOREHEAD, KY
PRATT WHITNEY 150,000 SF XR5
WEST PALM BEACH, FL
DUELL AND GARDNER 250,000 SF 30MILPVC
MUSKINGAM, MI 250,000 SF CLAYMAX
~-
250,000 SF GEOTEXTILE 8 OZ ·-
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Geosynthetics Experience
Project Personnel
Project
NORTIICOUNTRYLANDFILL
BETIILEHEM, NH
VINTHILL FARMS
MANASSAS, VA
YORKTOWN NAVAL STATION
YORKTOWN, VA
Rebel Wright
Quantities Installed Material
200,000 SF 40MILLLDPE
200,000 SF GEOCOMPOSITE 6 OZ
200,000 SF 60MILF/2
200,000 SF GEOMPOSITE 6 OZ
21 ,000 SF 60MILHDPE
GSE FIELD INSTALLATION
QUALITY ASSURANCE MANUAL
For em·ironmen!OI lining solutions ... the world comes to CSE.®
R 08/08/96
GSE Lining Technology, Inc.
Field Installation
Quality Assurance Plan
This manual contains proprietary information belonging to GSE Lining Technology, Inc. Any
information contained herein is not to be discussed with others outside the involved organizations,
except with the express prior written consent of GSE's management. This document represents
activities commonly undertaken by GSE for installation projects. No part of this document shall be
construed as an official contractual document unless attributed to a specific job.
This manual replaces in its entirety and supersedes all earlier versions issued by SLT North America,
Inc. and Gundle Lining Systems, Inc. We suggest you maintain contact with your GSE representative
to confirm the validity of this version at future dates.
GSE Lining Technology, Inc. reserves the right to change, modify, or discontinue the use of the
policies and procedures descnbed herein without notice or prior consent except as contractually
obligated to do so otherwise.
Copyright© 1996 by GSE Lining Teclmology, Inc. All rights reserved.
96-068, R8/8/96
-2 -
TABLE OF CONTENTS
1.0 INTRODUCTION
1.1 Overview of Construction Quality Assurance Plan
1.2 Project Duties of the Geosynthetic Installer Personnel
1.2.1 Project Manager
1.2.2 Site Supervisor
1.2.3 Quality Assurance Technician
1.2.4. Welding Technician
1.3 Construction Meeting
1.3 .1 Pre-Construction Meeting
1.3 .2 Progress Meetings
2.0 GEOMEMBRANE INSTALLATION
2.1 Earthwork
2.1.1 Surface Preparation
2.1.2 Anchor Trench
2.3 Geomembrane Deployment
2.2.1 Installation
2.2.2 Visual Inspection
2.3 Field Seaming
2.3 .1 Seam Layout
2.3.2 Seaming Equipment and Products
2.3.3 Seam Preparation
2.3.4 Trial Seams (frial Welds)
2.3.5 Panel Seams (Production Seaming)
2.3 .6 Non-Destructive Seam Testing
2.3.7 Destructive Seam Testing
2.3.8 Defects and Repairs
2.4 Liner System Acceptance
3.0 ANCILLARY GEOSYNTHETICS INSTALLATION
(Geotextiles, Geonets, Geogrids and Geocomposites, GCLs)
3 .1 Handling
3 .2 Deployment
3.2.1 Geonet
3 .2.2 Geotextile/Geonet Geocomposite
3.2.3 Geotextile
3.2.4 Geogrid
3.2.5 Geosynthetic Clay Liner
Copyright© 1996 by GSE Lining Technology, Inc. All rights reserved.
96-068, R8/8/96
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GSE MISSION STATEMENT
To be the world leader in providing geosynthetic lining solutions,
products and services to satisfy our customers' needs for
protecting the environment.
1.0 INTRODUCTION
1.1 Overview of Construction Quality Assurance Plan
The GSE Installation Quality Assurance Plan was developed based on the company's
long-term policy and tradition of quality being the single most significant determining factor.
Some projects have specifications which may require project specific modifications to this
manual Such documents, when required, will become an appendix to the construction
contract or this manual.
Commonly used geosynthetic components of a lining system are discussed in this manual
This includes polyethylene geomembranes, geotextiles, geonets and geocomposites. This
manual can be a useful guide in delineating the quality assurance procedures and minimum
requirements for the installation of all the above geosynthetic products.
This manual does not address design guidelines, installation specifications, or selection of
geomembranes, bentonite blankets, and other geosynthetics.
1.2 Project Duties and Qualifications of the Geosynthetic Installer Personnel
1.2.1 Project Manager
The GSE Project Manager JS charged, at a nnmmwn, with the following
responsibilities.
• Prirruuy customer contact for all aspects of the project
• Coordinate projects with clients with regard to submittals, documentation,
material delivecy, crew mobilization, job progress, invoicing and project close-
out
• Develop and implement staffing, equipment and operational plans prior to job
start
• Continuously monitor job progress and make necessacy adjustments to ensure
successful completion; maintain revised schedules and schedule coordination
with other project activities to reflect current status subsequent to any
significant change
• Attend pre-construction meetings
• Available for site visits and meetings as job progresses to ensure client
satisfaction
Cop)right © 1996 by GSE Lining Teclmology, Inc. All rights reserved.
96-068, R8!8/96
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1.3 Construction Meetings
1.3 .1 Pre-Construction Meeting
Following the award of contract, a Pre-Construction Meeting should be held This
meeting should include all involved parties.
The purpose of this meeting is to begin planning coordination of tasks, addressing
problems \.\inch might cause difficulties and delays in construction, and present the
relevant quality assurance guidelines to all the parties involved It is veiy important
that the specifications regarding testing, repair, etc., be known and accepted by all.
This meeting should include, but not limited to, the following activities:
• Communicate to all parties any relevant documents
• Review critical design details of the project
• Review the relevant quality assurance guidelines and specifications and agree
on any appropriate modifications
• Make appropriate site specific modifications to the design criteria, plans and
specifications through the implementation of a documented, site specific
addendum
• Reach an agreement on quality control procedures, especially on methods of
determining acceptability of the lining system
• Establish lines of authority and communication
• Review safety plans and procedures
• Prepare a time schedule for all operations and any other site specific items
pertinent to the lining installation
The meeting should be documented and minutes transmitted to all parties within
one week of the meeting.
1.3.2 Progress Meetings
It is recommended an informal daily installation Progress Meeting be held
among appropriate parties to discuss current progress.
2.0 GEOMEMBRANE INSTALLATION
2.1 Earthwork
2.1.1 Surface Preparation
The Earthwork Contractor shall be responsible for prepanng the subgrade
according to the project specifications.
Copyright© 1996 by GSE Lining Tedmology, Inc. All rights reserved.
96-068, R8/8/96
• 7 -
2.2.1 Installation
The Site Supervisor shall proceed with deployment provided that
• Deployment equipment does not damage the subgrade
• Persormel who are in contact with the liner do not smoke, wear damaging
shoes or engage in other activities which risk damage to the liner
• Use of a low ground pressure, rubber-tired all terrain vehicle (ie. A1V) is
allowed on the geosymhetic surface, provided proper care is taken to avoid
damage and excessive traffic
Field panel placement installation sequence should take into acoount site drainage,
wind direction, subgrade smface, access to the site, and production schedule of the
project Geomembrane panel deployment shall not proceed when adverse weather
conditions exist which may jeopardize the integrity of the liner installation. Field
panels should be seamed as soon as possible after deployment and all deployed
material shall be marked with appropriate identification
2.2.2 Visual Inspection
The Site Supervisor and/or the QA Technician and the designated Independent
Inspector shall visually inspect each paneL as soon as posstble after deployment, for
damage or areas needing repair. Areas shall be marked for repair.
2.3 Field Seaming
Field seaming involves the bonding of adjacent panels using thermal methods.
2.3 .1 Seam Layout
In general, seams shall be oriented parallel to the direction of maximum slope, ie.
oriented along, not across, the slope. In comers and odd-shaped geometric
locations, the nwnber of seams should be minimized. No horizontal seams should
occur on a panel less than five lineal feet from the toe of the slope. On slopes of
less than 100/4 (6L:1H), this rule shall not apply. A cross slope seam may be utilized
provided the panel ends are cut at an angle of approximately 45°.
A seam is considered a separate entity if it is the principal attachment that joins two
or more panels. Repairs are not considered seams in this context
A numbering system using adjacent panel numbers shall identify each seam
2.3.2 Seaming Equipment and Products
Approved processes for field seaming and repairing are extrusion welding and
fusion welding. All welding equipment shall have accurate temperature monitoring
devices to insure proper measurement of the welder temperatures.
Copyright© 1996 by GSE Lining Teclmology, Inc. All rights reserved.
~8,RS/8/96
-9 -
2.3 .5 Panel Seams (Production Seaming)
Upon acceptance of the trial seams, work may begin on deployed panels. All seams
shall be non-destructively and destructively tested Each completed seam shall be
labeled with pertinent information.
2.3.6 Non-Destructive Seam Testing
GSE shall non-destructively test field seams for their full length using an air
pressure test or a vacuum test The pmpose of non-destructive tests is to
demonstrate the leak resistance of the seam
On seams that cannot be non-destructively tested by vacuum or air-pressure
methods due to physical constraints, ie. a boot detail, the seam shall be tested using
other approved methods.
The Site Supervisor shall schedule all non-destructive testing operations in order to
ensure prompt demonstration of weld quality and the orderly progress of the
project
The QA Technician shall instruct the testing personnel regarding marking of repairs
needed, leaks and sign-off marks on seam and repairs.
a) Vacumn Testing
Vacuum testing is routinely performed on extrusion welds and can be
performed on fusion welds. The equipment shall consist of a vacuum box
assembly with a vacuum gauge, a pumping device, and a soap solution.
The following procedure shall be followed:
• Wet a section of the seam with the soap solution. The seam section
must be longer 1han the vacuum box.
• Place the vacuum box over the wetted area and apply body weight to
form a seal between the gasket and the liner.
• Evacuate air to create a negative pressure of approximately 5 psig.
• Observe the seam through the viewing window for presence of soap
bubbles emitting from the seam
• If no bubbles are observed, reposition the box on the next wetted area
for testing with a slight overlap.
• If bubbles are detected, which indicates a leak in the seam, mark the
area of the leak for repair and retest
b) Air Pressure Testing
Air pressure testing is performed on seams made by a double-seam fusion
welding apparatus.
Copyright© 1996 by GSE Lining Teclmology, Inc. All rights reserved.
~8,R8/8/96
-11 -
2.3.7 Destructive Seam Testing
Destructive seam tests shall be performed at selected locations. The pmpose of
these tests is to evaluate bonded seam strength. Seam strength testing shall be
performed as work progresses.
a) Location and Frequency
The frequency of sample removal is commonly no more than one sample
per 500 lineal feet of seam.
b) Size of Samples
A sample segment twelve inches by twelve inches shall be cut with the
seam centered lengthwise. Additional segments may be cut for independent
lab testing, archival retain or other uses.
c) Sample Identification
The segment shall be marked with the appropriate destructive sample
(D/S) number.
d) Field Testing
Sample shall be tested in peel and in shear using the following procedure:
• Ten specimens of one inch width shall be cut with a coupon cutter
from the segment with a machine press and die.
• Five specimens shall be tested for peel. Fusion welds shall be
tested from both sides.
• Five specimens shall be tested for shear.
• If specified, a field tensiometer will be supplied. Testing will occur
at a rate of two inches per minute.
e) Pass/Fail Criteria
Seams shall exhibit a film tear bond (FIB). For projects which utilize a
tensiometer, the following table provides minimmn acceptable values.
Seam Strength
AS1MD4437
Shear Peel
Product Name Thickness Extrusion Fusion Extrusion Fusion
ASIMD5199
mm(mils)
GSE :: . ,, __ -::ex® 1.0(40)
GSE:: --::;.ex® 1.5 (60)
GSE---® .ex 2.0 (80)
GSE liltraFlex® 1.0 (40)
GSE liltraFlex® 1.5 (60)
GSE liltraFlex® 2.0 (80)
Copyright© 1996 by GSE Linmg Technology, Inc. All rights reserved.
~8, RS/12196
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kN/m
(lbfm)
14.1 (81)
21.2 (121)
28.4 (162)
9.8 (56)
14.7 (84)
19.6 (112)
kN/m kN/m kN/m
(lb/in) (lbfm) l1bfm)
14.1 (81) 9.1 (52) 11.4(65)
21.2 (121) 13.7 (78) 17.2 (98)
28.4 (162) 18.2 (104) 22.8(130)
9.8 (56) 8.4 (48) 8.4 (48)
14.7 (84) 12.6 (72) 12.6 (72)
19.6 (112) 16.8 (96) 16.8 (96)
The suspected defect shall be demonstratable as out of specification and
detrimental to the performance of the liner.
The following conditions shall apply to all the above methods:
• Surfaces of the polyethylene which are to be repaired shall be
lightly abraded to assure cleanliness
• All surfaces intended to receive extrudate must be clean and chy at
the time of the repair
• All patches and caps shall extend at least four inches beyond the
edge of the defect, and all patches shall have rounded comers.
b) Verification of Repairs
Repairs shall be non-destructively tested according to the criteria
established in Section 2.3.6.e.
Repairs which pass the non-destructive test will be taken as an indication of
an adequate repair. Failed tests indicate that the repair must be re-done and
re-tested until a passing test result is obtained.
2.4 Lining System Acceptance
After work is complete, the Site Supervisor and/or QA Technician shall conduct a final
inspection (walk-down) of the area for confirmation that all repairs have been appropriately
performed, all test results are acceptable and the area has all scrap, trash and debris
removed. Only after careful evaluation by the Site Supervisor and acceptance by the
Customer shall any material be placed upon the lining system
The geosynthetic lining system will be accepted by the customer when:
• Installation of materials is complete
• Verification of the adequacy of all seams and repairs, including associated
testing and docwnentation is complete
Acceptance will be indicated by all parties involved by signing a Certificate of Acceptance
(see Section 4). Partial areas of the installation may be accepted in order to allow further
construction of the project.
3.0 ANCILLARY GEOSYNTHETICS INSTALLATION
(Geonets, Geocomposites, GCL's, Geotextiles, and Geogrids)
Copyright© 1996 by GSE Lining Technology, Inc. All rights reserved.
96-068, R8/8/96
-15 -
: \
3.3 Geosynthetic Repairs
Repairs shall be made on geosynthetic products as necessary.
3.3.1 Geonet
Any tears larger than twelve inches shall be repaired. Patches shall extend at least
six inches from all sides of the tear and shall be fastened with plastic cable ties.
3 .3.2 Geotextile/Geonet Geocomposite
Holes or tears in the geocomposite material shall be repaired with a patch of
identical or similar material extending at least 6' from all sides of the hole or tear
and fastened with plastic cable ties.
3.3.3 Geotextile
Holes in geotextile material shall be repaired using a patch of identical or similar
material extending approximately six inches on all sides from the hole and heat
bonded to the parent material
3 .3 .4 Geogrid
Repair of geogrid shall only be made according to the geogrid manufacturer's
instructions.
3.3.5 Geosynthetic Clay Liner (GCL)
The area to be repaired (patched) must be free of contamination by foreign matter.
Patches should have approximately twelve inches overlaps around the damaged
area For fabric-encased GCLs, the patch is to be tucked into place with excess
bentonite poured over the overlap. Simple overlapping of the patch is sufficient for
geomembrane backed GCLs. However, temporary attachment of patches is
required to ensure that the patch is not dislodged by covering with geomembrane or
soil.
4.0 DOCUMENTATION (see attached)
Various aspects of the liner system installation shall be recorded and approved. Attached are GSE' s
standard Field Installation forms.
4.1 Subgrade Surface Acceptance
4.2 Daily Progress Report/ Field QA
4.3 Certificate of Acceptance
Cop)'right © 1996 by GSE Lining Technology, Inc. All rights reserved
96--068, R8/8/96
-17 -
•--.:::::a ~aily Progress Report Master 1-800-435-2008
Proiect Location Job# Date
J ----------------------------
GSE Representative Owner/Contractor Inspector
NUMBER TOTAL HOURS
SUPERVISOR
TECHNICIAN
TOTAL TOTAL
LABOR
OPERATOR
OTHER
TOTAL TOTAL
DAILY CUMULATIVE
TYPE AND l\1IL
OFMATERIAL SQUARE FEET SQUARE FEET
PROGRESS-DELAYS-COMMENTS-ACCIDENTS ON SITE
# OF WELD SAMPLES I FEDX#
SHIPPED
RAIN / SNOW I WIND
Copyright© 1996 by GSE Lining Technology, Inc. All rights reserved.
96-068, R8/8/96
I
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I FIELD WELD TEST DATA CIRCLE YIN
FAXED/CALLED
TEMPERA TIJRE OF
GSE Uning Technology, Inc.
MATERIAL
19103&..iea.. ._, laas 77073-3591
IOM35-200I 71MU-&564
Fa: 1/UlUIIO
CERTIFICATE
OF
ACCEPTANCE
ESTIMATED
SQ.FEET
JOB NAME:
CLIENT:
BILL TO:
JOBDESCR:
% COMPLETE OF TOTAL JOB:
ANAL QUANTITY / DESCRIPTION
I, the undersigned, duly authorized representative of: ----------------------------do hereby take over and accept the work described above from the date hereof and confirm that to the best of my knowledge the work has been
completed in accordance with specifications and the terms and conditions of the contract
Name Sigrwue TIiie Dale
Copyright© 1996 by GSE Lining Technology, Inc. All rights reserved.
96-068, R8/8/96 .., ,
CORPORA TE PROFILE
INTRODUCTION
Gundle/SLT Environmental, Inc., the parent company of GSE*, is a corporation formed in July, 1995 by the
merger of Gundle Environmental Systems, Inc. and SLT Environmental, Inc. It is listed on the New York Stock
Exchange under the symbol "GSE"'. The company's headquarters and two separate manufacturing facilities are
located in Houston, Texas. GSE's GundSeal GCL clay lining manufacturing plant is located in Spearfish, South
Dakota, USA. Other manufacturing facilities are located in Germany, the United Kingdom and Egypt.
The founding companies, SLT and Gundle, have long histories in the geomembrane industry. SLT pioneered High
Density Polyethylene (}IDPE) lining systems and has been providing worldwide service since the early 1970's .
. Gundle started operations in 1981 and grew to be the world's largest manufacturer and installer of geomembranes.
Combined, GSE Lining Technology, Inc. ("GSE"'), is the leading worldwide supplier and installer of fieXI"ble
geomembrane lining systems used in containment systems and for the prevention of groundwater contamination
and environmental damage.
GSE manufactures and installs flexible geomembrane lining systems and associated materials principally for the
containment of wastes, liquids (potable, sanitary or hazardous) and industrial products in cells, ponds, pits and
lagoons. GSE's lining systems meet the highest design criteria in the industry. The principal component of these
lining systems is a geosynthetic membrane ranging from 20 to 240 mils (0.5 mm to 6.0 mm) in thickness. More
complex liner systems may consist of several membrane liners interlaid with geosynthetic clay liners, geotextiles,
reinforcing geogrids and drainage materials. The flexible geomembrane lining panels are generally welded
together on the customer'sjobsite using either an extrusion or a fusion (hot wedge) process. The welded seams are
tested both on site and in GSE's laboratory, on request, as part of its Installation Quality Assurance Program.
PRODUCTS
GSE provides the widest range of products that are used in association with geomembrane lining systems. These
include geomembranes, geonets, geocomposites, geotextiles, geogrids, vertical barrier systems, concrete protection
systems, geosynthetic clay liners, concrete attachments and other prefabricated products.
GEOMEMBRANES
Geomembranes are manufactured in seamless widths from approximately 16 to 34.5 feet (5 to 10.5 meters) and
thicknesses ranging from 20 to 240 mils (0.5 to 6.0 mm).
GSE processes various types of resins, including, for example, HOPE and other polyethylene configurations such
as very flexible polyethylene (VFPE). All of these resins can be used to manufacture geomembrane with a smooth
surface or with texture on one or both sides to improve friction characteristics. These products can also include a
white or other color surface as well as other special characteristics such as a spark-testable conductive side for non-
destructive testing of the entire surface of the sheet after installation.
SMOOTH GEOMEMBRANES
GSE HyperFlex* and GSE HD* are produced from premium grade virgin polyethylene resins and exhibit
outstanding chemical resistance, UV resistance, mechanical properties, environmental stress crack resistance,
dimensional stability and thermal aging characteristics. They are especially suitable for applications requiring
superior chemical resistance.
GSE UltraFlex* is a premium grade very flexil>le polyethylene geomembrane liner with outstanding elongation and
flexibility. Its high uniaxial and rnultiaxial elongation characteristics make it particularly suitable for applications
where differential settlement may occur.
CR 005 R 01/28/98
• Certain trademarks of GSE Lining Technology, lnc. are registered in the United States and certain foreign countries. GSE is a registered trademark
ofGSE Lining Technology, lnc.
-1 -
TExTURED GEOMEMBRANES
GSE HyperFrictionFlex*, GSE UltraFrictionFlex*, GSE HD* Textured and GSE UltraFlex Textured are textured
liners produced using two different manufacturing techniques. GSE HD Textured incorporates the texturing
process with the extrusion of the sheet FrictionFlex• is a patented secondary texturing process which creates a
geomembrane that bas the maximum physical properties available for textured geomembrane. Each method can
produce sheet with one or both sides textured.
SPECIALTY GEOMEMBRANES
GSE Conductive* is a patented spark-testable liner used in applications where field testing of the entire liner
surface subsequent to installation is required. GSE Conductive's one thin electrically conductive surface allows
electrical spark testing over I 00% of the surface after installation using standard holiday spark test equipment.
GSE White• geomembranes (patented) have a UV stabilized light reflective surface on one side. This reduces liner
temperature by reflecting solar energy thus reducing wrinkling caused by expansion and contraction. The white
surface used in GSE White also facilitates visual inspection for installation damage. Both GSE White and GSE
Conductive take advantage ofGSE's three layer coextrusion manufacturing technology.
GSE HyperFlex FR* is a flame retardant geomembrane for use in applications where restrictions of flammable
materials apply. GSE StudLiner* sheets are manufactured in a variety of material compositions such as HDPE and
VFPE for use in concrete protection systems.
GEOSYNTHETI~ CLAY LINER {GCL)
GSE manufactures a unique geosynthetic clay liner called GSE GundSeal*. GundSeal consists of a layer of
prerniwn bentonite clay adhered to a GSE geomembrane. GundSeal is the only true clay/geornembrane liner
available in the world for environmental applications. The bentonite swells to several times its original volwne
when hydrated and seals any potential leaks at the point of origin. GundSeal is manufactured in rolls 17.5 feet
(5.3 meters) wide and up to 200 feet (61 meters) long.
GEONETS
GSE manufactures HOPE geonet, GSE HyperNet•, for use in drainage systems, leak detection systems or leachate
collection systems. GSE FabriNet• is manufactured with geotextile bonded to one or both sides to create a
geocomposite net for use where soil is placed directly on top of the drainage layer. Additionally, GSE distributes
GundFlow•, a patented tri-planar geonet or geocomposite.
MISCELLANEOUS
GSE also manufactures other products for use in geotechnical applications including GSE CurtainWall* and
GSE GundWall* vertical subsurface barriers, GSE PolyLock* concrete ernbedrnent strips, and many fabricated
products. GSE StudLiner is a concrete embedrnent material designed to provide a synthetic liner that is an integral
part of a concrete system. GSE is also a distributor for the Sensor* leak detection system.
GEOMEMBRANE MANuFACTURING CAPABILITIES
GSE operates six manufacturing facilities which include unique flat cast extrusion lines and round die lines with
coextrusion capabilities. Combined production capacity for geornernbranes is as much as a billion square feet
annually {depends upon mil thickness). GSE's ability to manufacture sheet in many different variations and colors,
has allowed it to satisfy some very unique customer requests.
Quality control is critical during manufacturing. GSE geornembrane is monitored during and after the
manufacturing process by trained, experienced Quality Assurance Inspectors. Statistical Process Control/Statistical
Quality Control and extensive test4ig in combination are an integral part of GSE's manufacturing process that
ensures the highest quality geomembrane available.
CR 005 R O 1/28/98
• Certain trademarks of GSE Lining T eclmology, Inc. are registered in the United States and certain foreign countries. GSE is a registered 1rademark
ofGSE Lining Technology, Inc.
-2-
• GSE also bas a large facility for prefabrication of piping, panels, and other specialty items associated with
geotechnical and industrial lining applications.
QUALITY AssuRANCE
GSE's Quality ControVQuality Assurance Program begins with careful specification of resins and other raw
materials and extends through field installation. GSE tests all raw materials upon delivecy to ensure they meets the
strict requirements for its geosynthetic products prior to acceptance.
As the liner is manufactured, our quality control team constantly monitors the sheet All GSE sheet is spark tested
for pinholes during the manufacturing process. Samples are tested against stringent physical property
requirements in GSE's state~f-the-art equipped laboratories. Certification is provided for each roll of geosynthetic
product delivered to demonstrate that it meets the contract specifications.
The Installation Quality Assurance Technicians are independent of, but work closely with the Installation Site
Managers to ensure that the goal of quality is foremost As the liner is installed, GSE QA Technicians undertake a
four step quality control procedure. First, welding is performed by experienced Welding Technicians extensively
trained in the use of seaming equipment and equipment and welding technicians are each prequalified daily.
Second, all weld seams are visually inspected. Third, GSE nondestructively tests 100% of all weld seams to verify
there are no defects. Finally, GSE technicians take random coupon samples of completed welds and test each weld
for peel and shear strength to ensure the weld complies with the specified seam properties.
INSTALLATION CAP ABILITIES
GSE has the ..most comprehensive turn-key installation capabilities of all geomembrane lining companies
worldwide. GSE provides its customers with installation services using GSE worldwide installation teams and a
global network of dealer installers.
The GSE construction staff is comprised of experienced, trained Site Managers, Welding Technicians and Quality
Assurance Technicians. All GSE installations are under the supervision of a GSE Site Manager. GSE Site
Managers average more than 30 million square feet (3 million square meters) of installation experience. Their
responsibility and training assure each installation will be in accordance with the contract specifications. GSE
crews have available to them the most comprehensive combination of seam welding and nondestructive testing
equipment and systems applicable to the wide variety of geomembrane applications and installations.
From raw material specification to manufacturing, quality assurance and installation, the goal of the GSE team is
to provide the customer with the highest quality geomembrane liner system available. That is why we at GSE are
proud to say "For environmental lining solutions ... the world comes to GSE'."
CR OOS R 01/28/98
• Certain trademarics ofGSE Lining Technology, Inc. are registered in the United States and certain foreign countries. GSE is a registered trademark.
ofGSE Lining Technology, Inc.
-3-
I
HANDLING
GSE Lining Technology, Inc.
RECOMMENDED HANDLING AND
STORAGE PROCEDURES
1. Material manufactured by GSE Lining Technology, Inc. is provided on flat, wound rolls in
three approximate sizes:
22.5 ft (6.75 m) wide and 2 ft (600 mm) in diameter, 2800 lbs (1275 kg)
24.0 ft (7.32 m) wide and 2 ft (600 mm) in diameter, 3500 lbs (1610 kg)
34.5 ft (10.5 m) wide and 2 ft (600 mm) in diameter, 4400 lbs (2025 kg)
Actual roll dimensions are provided when material is shipped.
2. To assist in handling, two (2) lifting straps are supplied with each roll. For effective handling, a
lifting bar (not supplied) 8.2 ft (2.5 m) long must be used to lift the rolls for loading and
unloading.
3. Extreme care must be used in crane handling so that damage to the edges of the rolls does not
occur during handling.
4. If other handling equipment is used which could come inte> direct contact with the material, care
should be exercised to assure the material is not damaged or punctured.
STORAGE
1. The material is manufactured to be suitable for outdoor installation; therefore, covered storage is
not required. Caution: If high winds, hail or other adverse environmental conditions are
expected, covered storage may be considered to assure the material is not damaged. Also,
where local conditions warrant protection from theft or vandalism, consideration should be given
to storage in a secured area.
2. The ground surface on whi~h the material is stored should be similar in character to the area to
be lined. It should be free of all debris, rocks and other protrusions which could damage the
liner material.
3. Rolls can be stored by stacking one on top of the other. The recommended maximum number of
rolls which can be stacked on top of one another is five (5) rolls, i.e, five high.
4. Boxes of welding rod should not be left outside but stored in a secure, dry, covered a:rea.
f luserslestimatelsample-booklstorage.doc 8/01
11111 W D 'Ill: Ml'lllff f1I 11111£ UNINLiD 1:1!#. 1111 MT 111T I[ ID"IBI CII 1911111m DI lllf ll&T lt1llllf IIIIIT18I P9llllml. llllJ IIN¥DII IDll'UJa Dl'lllllTIDI lal!'IBI 10 I[ ClllllltT, 111T IMIDI D ll&ltT 11? ~ II1Wl1T IIITUL M 11:T.UU ,_ Cff98 Al & IIIJDI RII CD9T111.1:T• D _, 10 &1111' tJaJmlll 11111 llEI IDm. lm\91 --.,; AalD IO UCJTT DI C2ll£T1IJI fflll TII.UE fl llll Jll'lllllT1111, IJIIIEI 111'£ ua "881T • MTT "'2.11111 RII ,__,_ -lilGIIII.J ma 111 tUal ... ltl. --=sM.I.T .. ~. rM l'M:2PrTl11 Pa.t.l ,_ ,m,.a IICll'l NJI .,_ IIIUI aJft'I. WTBI DOIIIIJl.lUTJlll r, llm.l Cini, IT D n« aae......._ IDffllllCftll't IDPCldlD.ffl 10 ..,,. &m111&t1 wrn Wffl ....-T JI M ,_ r, l'fJl.8, IIINI, Ulla, ICT •• , Al All IBIIIMlf • ~ DUii!' • ao'III. -E TITLE -® CHAIN HAY BE PLACED BETUEEN BUCKET ANO BUCKET SUPPORT ARH. (CAUTION: DO NOT TILT BUCKET BACK) 22.5' & 34.5' HOPE LINER UNLOADING PROCEDURE DUN BAK DATE -1-19-93 SCALE NTS O\IG GUN-150
t
®
GSE Lining Technology, Inc.
SUBGRADE PREPARATION
The Site Supervisor shall verify that:
a) The surface to be lined has been prepared so as to be free of irregularities,
protrusions, vegetation, excessive water, loose soil or abrupt changes in
grade
b) The supporting surface does not contain stones or other matter of such
composition, shape or size which may be damaging to the geomembrane
and
c) There are no excessively soft surface areas.
Under no circumstances shall the installer deploy any geomembrane in areas not
acceptable within these guidelines. A completed surface acceptance form shall be
provided to the customer specifically indicating the areas accepted for
geomembrane installation during each day's activities. This form shall be provided
after installation activities within that area. If at any time during the installation of
the geosynthetic lining system the prepared subgrade deteriorates, becomes
damaged, or in any way is determined unacceptable by the Site Supervisor, all liner
installation work shall stop in those areas and the condition of those areas brought
to the attention of the appropriate party.
Reprinted from page 8 of GSE Field Installation Quality Assurance Manual, printed 8/08/96.
f:\users\estimatelsampl-bk\subgrade.doc
-MINIMUM WELD PROPERTIES FOR STANDARD SMOOTH HOPE GEOMEMBRANES(1) I Property I Test Method I 30 (0.75) I 40 (1.0) I 60 (1.5) I Peel Strength (fusion), ppi (kN/m) ASTM D 6392 49 (8.6) 65 (12) 98 (17) Peel Strength (extrusion), ppi ASTM D 6392 39 (6.9) 52 (9) 78 (14) (kN/m) Shear Strength (fusion & ext.), ASTM D 6392 61 (11) 81 (14) 121(21) ppi (kN/m) ' These values apply to both coextruded and flat cast produced geomembranes and white-surfaced and conductive products. MINIMUM WELD PROPERTIES FOR STANDARD FRICTIONFLEX(1) HOPE GEOMEMBRANES Property_ Peel Strength (fusion). ppi (kN/m) Peel Strength (extrusion). ppi (kN/m) Shear Strength (fusion & ext.). ppi (kN/m) 6392 A~6392 AS 111 FrictionFlex• is the patented GSE spray-on texturing process. Prooert Peel Strength (fusion), ppi (kN/m) Peel Strength (extrusion), ppi (kN/m) MINIM ASTM D 6392 ~ 40 (1.0) 65 (12) 52 (9) 81 (14) TURED HD 30 (0.75) 49 (8.6) 39 (6.9) 60 (1.5) 40 (1.0) . 65 (12) 52 (9) 80 (2.0) I 100 (2.51 I 120 (3.0) 130 (23) 162 (29) 196 (35) 104 (18) 130 (23) 157 (28) 162 (29) 203 (36) 242 (43) 100 (2.5) 162 (29) 162 (29) 130 (23) 203 (36) 80 (2.0) 100 ( 130 (23) 162 (29) 130 (23) I Shear Strength (fus · ASTM D 6392 61 (11) 81 (14) 121(21) 203 (36) (kN/m) 26 MN 003 R0l/09/01 Copyrighl © 2000 by GSE lining Technology, Inc. All righls reserved.
-Hnfog Ttchnologv. In~
ROLL IDENTIFICATION
Roll Number
Product Name
106105553
HDE040A001
Production Date 2/2/01
Length z(+I-1%)
Width (Nominal)
650
198
feet
meters
34.5 feet
10.5 meters
Roll Test Data Report
Lot Number
Type
Supplier
·Property
Density, glee
GSE HD40 mil
Roll No. 106105553
RESIN INFORMATION
8201581
TR400GS
Phillips
GSE RESIN TEST DATA
Sheet Area 22,425 sq. feet
2,083 sq. meters Melt index, g/10 min.
Test Method
ASTMD1505
ASTM D 1238 (190/2.16)
Results
0.937
0.07
Weight
Physical Property
Thickness, mil (mm)
Average
Minimum
Tensile Properties:
4,484
2,034
Yield Strength, ppi (N/cm) -TD
-MD
Break Strength, ppi (N/cm) -TD
-MD
Yield Elongation, % -TD
-MD
Break Elongation, % -TD
-MD
Tear Resistance, lb. (N)
-TD
-MD
Puncture Resistance, lb. (N)
Puncture Resistance, lb. (N)
Density, glee
Carbon Black Content, %
Carbon Black Dispersion
Carbon Black Dispersion
Views in Cat1 -Ca
Rev - -07/00
pounds
kilograms
Test
Method
ASTM D 5199
ASTM D 638, Type IV
gauge length = 1.3"
(33 mm)
gauge length = 2.0"
(51 mm)
ASTM D 1004*
ASTM D 4833
FTMS 101 C/2065
ASTM D 1505
ASTM D 1603
Test
Frequency
every roll
every roll
every roll
every roll
every roll
every roll
every roll
every roll
every roll
every roll
every roll
every roll
GSEMinimum Test Results
English Metric English Metric
40 1.00 41 1.04
36 0.90 38 0.97
84 147 105 184
84 147 103 180
162 284 220 386
162 284 222 388
13 16
13 17
700 840
700
28 125
125
349
0.945
2.3
A2 A2
9 10
MELISSA
EXXONMOBIL CHEMICAL
CERTIFICATE OF ANALYSIS
QUALITY PEOPLE MAKING QUALITY PRODUCTS
03/12/2001
GSE LINING TECH INC
ZONE 14, TRACK 705
ALDINE,TX 77060
ExxonMobil Chemical, a major supplier of quality polyethylene, has
shipped a lot of Material to your facility. 'The lot identification and
analysis are listed below. This data has been supplied by our Quality
Control Laboratory located here in Beaumont. If you should need further
information or another copy of this report please call your custcrner
service representation at 1-800-231-6633 (Film and injection molding)
or 800-535-9994 (Blow molding and sheet accounts).
Resin Identification Resin Analysis
Test Lot Data
Product Type EDA601 Density (gms/cc) 0.9346
Lot Number C-60310 Melt Index (gm/10 min)I2 0.57
Hopper Car Number MBLX-053 980
Quantity Shipped 189,550 LB
Date Manufactured 02/13/2001
ExxonMobil Order, 787181X
PO# STOCK
Thank you for your business. If you need additional assistance, please
do not hesitate to contact your customer Service Representative.
Data contained herein was prepared pursuant to ExxonMobil's sampling &
testing procedures in effect at time of production. Some values shown
may result from -interpolation or correlation of other data. Applicable
sampling and testing methods are available upon request and are subject
to change without notice unless otherwise agreed in writing.
Fax To:
CC:
[phone] MELISSA
[phone] DENISE ADAMS
Page 1 of 1
AUG-03-1959 09:40 PH I LLI PS CA LAB
~ ~ PHILLIPS CHEMICAL COMPANY
A DIVISION OF PHILLIPS PeTAOLEUM COMPANY
SOX 792 • PHCNI:: 7t3 4.7:I~
PASAO!;~. TEXAS 77501-0792
Pt-llLUPS PL,1,STIC:S RESINS
Hcu,;:on Chsrnical Complex
GSE Lining Technology, Inc.
19103 Gundle Road
Houston, TX 77073
Rick Schaefer
713 475 3532 P.06/ITT
August 03, 1999
KSL# 21906-99
FAX: [phone]
This letter will certify that the Marlex* resin shown below,
as supplied by Phillips Chemical Company, conforms to our
manufacturing specification.
Type:
Lot: Number:
P.O. Number:
Date Shipped:
Package:
Quanticy:
Melt Index, ASTM D1238:
HLMI Flow Rate,ASTI-1 Dl238:
Density, ASTM Dl505:
HLM!/MI Ratio:
Production Dace:
ESCR, F/50, Cond. B:
Brittleness Temperature:
Color:
Karen S . Lively
Quality Assurance Manager
ffiiM TR-400GS
7191120
08/02/99
PSPX 6781
183100 LES .
. l.00 G/l.O MIN
ll.S G/10 MIN
.938 G/CC
115.
07/23/99
1500 HOURS**
<-70 C **
139.000
For COA questions call Linda Murray, 713-475-3625
* Reg. U.S. Pat. Off.
** Nominal Value (not tesced on each lot)
cc: QA-File-RC