microsoft outlook - memo style · oker, cristin ason r johns ory d witte ect: turk lea, ttached...
TRANSCRIPT
1
Blue, Karen
To: Coker, CristinaSubject: RE: Turk leachate pond CQA report
FromSentTo: CCc: JGregSubj
CristySee a
m: Terence E t: WednesdayCoker, CristinJason R Johnsory D Witte ject: Turk lea
y,attached repo
Wehling [may, December 0ason; Greg Car
achate pond C
ort.
TERENCETEWEHLING502 N ALLE
ilto:tewehling05, 2018 10:3
rter; Satyanan
CQA report
E E [email protected] |N AVE, SHREVE
[email protected]]35 AM
nda Chakraba
G | ENVIROND:318.673.2721 EPORT, LA 7110
arti; David C.
NMENTAL EN
01-2669
McCormick (
NGINEER PR
Dave.McCorm
RIN
Rec’d Digitally
AFIN:_________________________
PMT#:_________________________ SW
DOC ID#:______________________ MD
TO:___________________________
By Karen Blue at 1:06 pm, Dec 05, 2018
29-00506
0311-S3N-R1
75069
AC>FILE <KMB
Leachate Collection Pond CQA ReportSWEPCO – John W. Turk, Jr. Power Plant
Fulton, ArkansasPermit No. 0311-S3N-R1
AFIN: 29-00506
November 2018Terracon Project No. 35177117
Prepared for:American Electric Power
1 Riverside PlazaColumbus, OH 43215
Prepared by:Terracon Consultants, Inc.25809 Interstate 30 South
Bryant, Arkansas 72022(501) 847-9292
Terracon Consul tants, Inc. 25809 I-30 South Bryant , Arkansas 72022P [501] 847 9292 F [501] 847 9210 terracon.com
November 2018
American Electric Power1 Riverside Plaza, 22nd FloorColumbus, Ohio 43215
Attn: Mr. Terry Wehling, PE, Environmental Engineer PrincipalEmail: [email protected]
Re: Leachate Collection Pond CQASWEPCO – John W. Turk, Jr. Power PlantTerracon Project Number: 35177117
Dear Mr. Wehling:
Terracon Consultants, Inc. (Terracon) has completed the Construction Quality Assurance Reportservices for the above referenced project. This report presents the findings of our study of theslope conditions that occurred at the Turk facility.
We appreciate the opportunity to be of service to you on this project. If you have any questionsconcerning this report, or if we may be of further service, please contact us.
Sincerely,Terracon Consultants, Inc.
David McCormick, P.E. F. Owen Carpenter, P.E., P.G.Engineering Manager Senior Solid Waste Engineer
Enclosed: SWEPCO – John W. Turk, Jr. Power Plant Leachate Pond CQA Report
N:\Projects\2017\35177117\Working Files\Pond Repair CQA\Leachate Pond Slope CQA 11.7.18.docx
i
PROFESSIONAL ENGINEER’S CERTIFICATION
“I certify to the best of my professional judgment that the repairs and improvements to theleachate collection pond at the SWEPCO – John W. Turk, Jr. Power Plant Class 3N Facility(Permit No. 0311-S3N-R1) was constructed in accordance with the permit plans and narrative,the project specifications, plans, and applicable Arkansas Department of Environmental Qualityregulations. Any deviations from the permitted drawings and the reason for the deviation are alsoincluded in this report as necessary. This certification is contingent on the fact that all informationsupplied to the signatory authority, at the time of this certification is unquestionably accurate andwas provided in good faith.”
David C. McCormick, P.E. Certification DateArkansas Professional Engineer Registration No. 9199
11-28-2018
i
TABLE OF CONENTS
INTRODUCTION ............................................................................................................. 1BACKGROUND .............................................................................................................. 1PROJECT DESCRIPTION .............................................................................................. 13.1 KEY PERSONNEL ............................................................................................... 1LEACHATE COLLECTION POND IMPROVEMENTS .................................................... 2
APPENDIX A – AS-BUILT MODEL AND FIGURES
APPENDIX B – DAILY PROJECT FIELD LOGS
APPENDIX C – GEOMEMBRANE LINER REPAIR SUMMARIES
APPENDIX D – GEOMEMBRANE RUB SHEET SUMMARIES
APPENDIX E – PHOTO LOG
APPENDIX F – DRAWING DETAILS
Turk Leachate Collection Pond CQA ReportTurk Class 3N Landfill ■ Fulton, ArkansasNovember 2018 ■ Terracon Project No. 35177117
1
INTRODUCTIONSWEPCO owns and operates a Class 3N Solid Waste Landfill (Landfill) located in Fulton County,Arkansas. The Landfill address is 3711 Highway 355 S, Fulton, Arkansas 71838. The subjectLeachate Collection Pond (LCP) supports the landfill with leachate storage. Construction of the LCPwas completed in July 2012 as part of the waste disposal facility permitted by the ArkansasDepartment of Environmental Quality (ADEQ) under Solid Waste Permit No. 0311-S3N. FIGURE 1in APPENDIX A illustrates the layout of the Turk facility. FIGURE 2 illustrates the location andorientation of the LCP in relation to the facility’s waste management area. This construction qualityassurance (CQA) report summarizes testing and documentation activities performed by TerraconConsultants, Inc (Terracon) during the improvements of the LCP.
BACKGROUNDThis LCP consists of approximately 7.8 acres of composite bottom liner system and protective coverthat was completed in July 2012. The LCP has an underdrain system, 2-foot clay liner, 60-miltextured HDPE geomembrane, covered with a geotextile, and a protective cover layer. Thecomposite liner system slopes were constructed on a 3 H: 1 V while the protective cover layer wasfinished on a 4 H: to 1 Vertical. The protective cover system on the west slope of the LCP hadslipped down the embankment. On June 29, 2018 the ADEQ approved the installation of a 60-milrub sheet on the west slope and additional gravel drains on the south and southeast slopes to repairthe current system (See APPENDIX F).
PROJECT DESCRIPTIONTerracon Consultants, Inc. (Terracon) observed and documented the repairs to the geomembraneliner system and installation of a rub sheet along the west slope of the leachate pond located northof Cell 2. Also, the protective cover on the west slope was removed and placed on the south slope.Additional gravel drains were also installed on the south and southeast slopes.
3.1 KEY PERSONNEL
Boral CM Services, Inc. (Boral) was contracted to perform the earthwork for the project that includedexcavation of protective cover from the west slope, transfer of protective cover to the south slope,and installation of gravel letdown structures. Repair to the HDPE liner and installation of the rubsheet was contracted to Environmental Specialties International (ESI).
. The key personnel for each participating firm and suppliers in the project are listed below.
· Owner:SWEPCO
· Greg Witte, Project Manager· Huck Young, Project Manager
Turk Leachate Collection Pond CQA ReportTurk Class 3N Landfill ■ Fulton, ArkansasNovember 2018 ■ Terracon Project No. 35177117
2
· CQA Consultant:Terracon Consultants, Inc.
· Certifying Engineer: David C. McCormick, P.E.· Project Manager: Tony Bardella· CQA Monitors: Matt Acree and Scott McDonald
· General Contractor:Boral CM Services, LLC
· Tim Choate, Facility Manager
· Survey Control:Twin Creek Surveying, LLC
· John Cooke
· Geosynthetic Testing Laboratory:TRI Environmental
· Project Manager: Brian Anderson
· Geosynthetics Contractor:Environmental Specialties International.
· Dale Story, Project Manager
LEACHATE COLLECTION POND IMPROVEMENTSBoral began removing the protective cover from the west slope. The material on the west slope wastransported to the south slope (See Photo 1 in APPENDIX E). Boral cleaned the exposedgeomembrane on the west side. Terracon walked the west side and documented any damage notedon the geomembrane (See Photo 2). ESI arrived on site and cleaned and prepared the existingliner material prior to beginning repairs by using brooms, shovels, and grinders. The geosyntheticrepairs and rub sheet installation occurred during the period of August 27-28, 2018 (See Photos 3,4, 5, 6). The daily logs describing Terracon observations are in APPENDIX B. The liner repairswere made by ESI using 60-mil HDPE textured geomembrane patches where necessary (SeeFIGURE 2). The rub sheet was installed and its panel layout is presented on FIGURE 3. All repairswere made with an HDPE extrusion welder. The liner repairs were nondestructively tested using avacuum box. The documentation of the geomembrane liner repairs is shown in the summary tableslocated in APPENDIX C. The documentation of the rub sheet installation is located in APPENDIXD.
Boral also excavated gentle swales for stabilized letdown structures into the protective cover on thesouth slope. The south slope was flattened from the original 4 H: 1 V slope to an approximately 6H: 1 V slope (See FIGURE 4). Geotextile was installed above the let down swale areas (See Photo9). Protective letdown stone was then installed above the geotextile (See Photos 10 and 11).
Turk Leachate Collection Pond CQA ReportTurk Class 3N Landfill ■ Fulton, ArkansasNovember 2018 ■ Terracon Project No. 35177117
3
Boral constructed a geosynthetics anchor trench at the top of slope for keying in of the rub sheetgeomembrane. Boral then removed the temporary sandbags and installed clay rich soil in the rubsheet anchor trench (See Photos 12 and 13). The south slope was revegetated (See Photo 14).
APPENDIX A
AS-BUILT MODEL AND FIGURES
27
0
270270
28
0
280280
270 270
28
0
280
STORM WATER
RUNOFF POND
DISPOSAL CELL "2"DISPOSAL CELL "3"DISPOSAL CELL "4"DISPOSAL CELL "5"
MAKE-UP WATER POND
WASTE WATER
POND
LEACHATE COLLECTION POND
MW-#3
MW-#2
MW-#4
MW-#5
MW-#7
MW-#8
MW-#1
MW-#9D
MW-#10
MW-#6
FUTURE FUTURE FUTURE UNDER CONSTRUCTION CURRENT
DISPOSAL CELL "1"
8
4
5
67
MW-#11
DESI
GNED
BY:
SCAL
E:AP
PVD.
BY:
DRAW
N BY
:
DATE
:
SHEE
T NO
.:
JOB
NO.
OF
BYDE
SCRI
PTIO
NDA
TERE
V.
ACAD
NO.
2580
9 I-3
0 SOU
THBR
YANT
, AR
7202
2FA
X. (5
01) 8
47-9
210
PH. (
501)
847-
9292
Consulting E
ngineers and S
cientists
LEAC
HATE
PON
D RE
PAIR
SWEP
CO
SITE
LAYO
UT
FULT
ONAR
KANS
AS
DCM
TLB
DCM
AS S
HOW
N10
/01/20
1821
6-00
2-35
1771
1720
0
FIGU
RE 1
JOHN
W. T
URK,
JR. P
OWER
PLA
NT
N
0
SCALE IN FEET
50 250150
REPAIR AREAS
R-1
R-7
R-8
R-10
R-9
R-6
R-2
R-5
R-4
R-3
R-12
R-13
R-14
R-15
R-11
R-66
R-25
R-24
R-16
R-17
R-18
R-67
R-22
R-23
R-21
R-19
R-20
R-29
R-28
R-27
R-26
R-35
R-34
R-36
R-37
R-31
R-32
R-30
R-33
R-39
R-38
R-40
R-41
R-42
R-43
R-44
R-45
R-46
R-47
R-68
R-69
R-70
R-48
R-49
R-50
R-51
R-52
R-63
R-62
R-61
R-64
R-65
R-60
R-59
R-58
R-55
R-54
R-53
R-56
R-57
DS-1
DS-2
LEACHATE
POND
Drawn By:
Checked By:
Approved By:
Project Mngr:
File No.
Date:
Scale:
Project No. FIG. No.
Consulting Engineers and Scientists
25809 I-30 SOUTH BRYANT, AR 72022FAX. (501) 847-9210PH. (501) 847-9292
REPAIR LAYOUTDCM
TLB
TLB
DCM
35177127
AS SHOWN
201
10/03/20182
LEACHATE POND REPAIRSWEPCO
JOHN W. TURK JR. POWER PLANTFULTON ARKANSAS
N
SCALE IN FEET
50 0 25 50
LEGEND:
DESTRUCT LOCATION
REPAIR LOCATION
R1
DS-1
P-3
P-4
P-5
P-6
P-24
P-23
P-22P-2
P-7
P-8
P-9
P-10
P-11
P-12
P-13
P-14
P-15
P-16
P-17
P-18
P-19
P-20
P-21 P-1
LEACHATE
POND
Drawn By:
Checked By:
Approved By:
Project Mngr:
File No.
Date:
Scale:
Project No. FIG. No.
Consulting Engineers and Scientists
25809 I-30 SOUTH BRYANT, AR 72022FAX. (501) 847-9210PH. (501) 847-9292
RUBSHEET PANEL LAYOUTDCM
TLB
TLB
DCM
35177127
AS SHOWN
201
10/03/20183
LEACHATE POND REPAIRSWEPCO
JOHN W. TURK JR. POWER PLANTFULTON ARKANSAS
N
SCALE IN FEET
50 0 25 50
LEGEND:
PANEL
FIGURE 4
APPENDIX B
DAILY PROJECT FIELD LOGS
Daily Project Construction Summary 25809 Interstate 30 SouthBryant, AR 72022
Project No: (501) 847-9292
Date of Report:Client Name:
Contractor: x Clear Cold
Project Name: Cloudy Cool
Location: x Partly Cloudy x Warm
Representative: Raining x Hot
Technician: Windy 76 Low Temp. (°F)
Test Location: Foggy / Misty 97 High Temp. (°F)
Depart Lab: Depart Site: 5:00 PM Moisture/Density Subgrade
Arrive Site: Arrive Lab: 7:00 PM Shelby Tube(s) Clay Liner
Dozer(s) Skyjack Client 12 Liner Crew
Excavator(s) 1 Skidsteer Contractor Liner Installer
Backhoe(s) Water Truck CQA Consultant Concrete Crew
Haul Truck(s) Sheeps Foot Compactor Design Engineer Pipe Installer
Motor Grader(s) Smooth Drum Compactor Surveyor Gas Line Inst.
SUMMARY OF ACTIVITIES OBSERVED:
Note: Copies of all completed “Project Field Record Forms” are to be submitted to the Project Manager at the end of each day and should be maintained with the Project Records.
EQUIPMENT ONSITE: PERSONNEL ONSITE:
QA/QC EXPECTATIONS:
Observe repairs made to liner system of leachate pond.
Contractor used grinders to smooth welding edges.
Contractor used lysters to hold patches in place.
Contractor welded repair patches to panels using extrusion welders.
6:45 AM
351771178/27/2018American Electric Power WEATHER:
ESIAEP Turk Leachate Pond ErosionFulton, ARGreg WitteMatt AcreeLeachate Pond
REPORTING TIMES: FIELD TESTING PERFORMED:
5:00 AM
x
Daily Project Construction Summary 25809 Interstate 30 SouthBryant, AR 72022
Project No: (501) 847-9292
Date of Report:Client Name:
Contractor: x Clear Cold
Project Name: Cloudy Cool
Location: x Partly Cloudy x Warm
Representative: Raining x Hot
Technician: Windy 75 Low Temp. (°F)
Test Location: Foggy / Misty 97 High Temp. (°F)
Depart Lab: Depart Site: 5:15 PM Moisture/Density Subgrade
Arrive Site: Arrive Lab: 5:45 PM Shelby Tube(s) Clay Liner
Dozer(s) Skyjack Client 12 Liner Crew
Excavator(s) 1 Skidsteer Contractor Liner Installer
Backhoe(s) Water Truck CQA Consultant Concrete Crew
Haul Truck(s) Sheeps Foot Compactor Design Engineer Pipe Installer
Motor Grader(s) Smooth Drum Compactor Surveyor Gas Line Inst.
SUMMARY OF ACTIVITIES OBSERVED:
Boral began backfilling anchor trench.
OPERATIONAL CONCERNS & SOLUTIONS:
EQUIPMENT ONSITE: PERSONNEL ONSITE:
QA/QC EXPECTATIONS:
Observe deployment and welding of rubsheet.
Contractor used skidsteer to deploy rubsheet panels.
Contractor used wedge welders to fusion weld panels together and extrusion welded rubsheet to underlying liner to prevent blowups.
Contractor created vent slips along the top of the rubsheet to prevent gas buildup.
6:30 AM
351771178/28/2018American Electric Power WEATHER:
ESI / BoralAEP Turk Leachate Pond ErosionFulton, ARGreg WitteMatt AcreeLeachate Pond
REPORTING TIMES: FIELD TESTING PERFORMED:
6:15 AM
x
APPENDIX C
GEOMEMBRANE LINER REPAIR SUMMARIES
Geomembrane Trial Weld Summary25809 Interstate 30 South
Client Name: Project Number: Bryant, AR 72022Contractor: CQA Monitor: Peel Extrusion = Phone: 501.847.9292
Project Name: Reviewed By: Shear Extrusion = Fax: 501.847.9210Address: Approved By: Peel Fusion =Location: Liner Installer: Shear Fusion =
Weld PassSample Seamer & Mat. Wedge Speed Preheat or
ID Initials Type Temp oF ft/hr Setting FailE P 109 - 108 - 112 - - - - -
60T SP P 120 - 111 - 114 - - - - -
60T S77 TW-2 115 DA - - 550 550 PASS134 134 136 - -
PASS139 133 137 - -DA - - 550 550
ESISpecification for Trial Welds
Fulton, AR
Date TimeFusion Weld Extrusion Weld
Turk Leachate PondJohn W. Turk Power Plant
35177117
Ambient
Tony BardellaTony BardellaMatt Acree
12091120
Machine Temp Test ValuesTemp oF Number
8.27.18 1:30
8.27.18 8:26 77 TW-1 115
78
ESI
oC lbs/inch
American Electric Power
Client Name: Project Number: Liner System 25809 Interstate 30 SouthContractor: CQA Monitor: Bryant, AR 72022
Project Name: Reviewed By: x Primary Phone: 501.847.9292Address: Approved By: Secondary Fax: 501.847.9210Location: Liner Installer: Other:
REPAIRDATE PANEL SEAM DIST OFFSET TYPE LENGTH WIDTH DIA MACH OPER QA DATE OPER PASS/ ACTION QA
(ft) (1) (2) (3) (ft) (ft) (ft) NO ID ID ID FAIL ID
8.27.18 P-3 2, 5 N-AT, W R-1 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-2 30, 2 N-AT, W R-2 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-2 50, 8 N-AT, W R-3 P E 3.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-2 45, 10 N-AT, W R-4 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-2 40, 12 N-AT, W R-5 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-2, 3 30 N-AT R-6 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-3 3, 20 N-AT, W R-7 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-5 10, 3 E-AT, S R-8 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-6 20, 3 E-AT, N R-9 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-6 5, 10 E-AT, N R-10 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-7 15, 10 E-AT, N R-11 P E 2.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-7 P-6, 7 58, 1 E-AT, N R-12 P E 2.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-7 60, 15 E-AT, N R-13 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-7 55, 14 E-AT, N R-14 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-7 45, 15 E-AT, N R-15 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-8 58, 18 E-AT, N R-16 P E 2.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-8 55, 20 E-AT, N R-17 P E 2.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-9 From P-8 to P-11 50, 1 R-18 P E 8.0 23.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-11 60, 2 E-AT, N R-19 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-11 59, 13 E-AT, N R-20 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-11 50, 3 E-AT, N R-21 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-11 37, 5 E-AT, N R-22 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-11 33, 7 E-AT, N R-23 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-11 2, 1 E-AT, N R-24 P E 6.0 4.0 115 DA MA 8.27.18 JR P VT MA
Matt AcreeTony BardellaTony BardellaESI
35177117
Geomembrane Repair Log SummaryAmerican Electric Power
REPAIRNO. AND
CODE
ESITurk Leachate PondJohn W. Turk Power PlantFulton, AR
LOCATION NON-DESTRUCTIVE TESTING
Client Name: Project Number: Liner System 25809 Interstate 30 SouthContractor: CQA Monitor: Bryant, AR 72022
Project Name: Reviewed By: x Primary Phone: 501.847.9292Address: Approved By: Secondary Fax: 501.847.9210Location: Liner Installer: Other:
REPAIRDATE PANEL SEAM DIST OFFSET TYPE LENGTH WIDTH DIA MACH OPER QA DATE OPER PASS/ ACTION QA
(ft) (1) (2) (3) (ft) (ft) (ft) NO ID ID ID FAIL ID
Matt AcreeTony BardellaTony BardellaESI
35177117
Geomembrane Repair Log SummaryAmerican Electric Power
REPAIRNO. AND
CODE
ESITurk Leachate PondJohn W. Turk Power PlantFulton, AR
LOCATION NON-DESTRUCTIVE TESTING
8.27.18 P-9 5, 7 E-AT, N R-25 P E 2.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-12 32, 13 E-AT, N R-26 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-12 37, 13 E-AT, N R-27 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-12 50, 3 E-AT, N R-28 P E 4.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-12 55, 7 E-AT, N R-29 P E 4.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-13 62, 4 E-AT, N R-30 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-13 56, 5 E-AT, N R-31 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-13 55, 6 E-AT, N R-32 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-13 60, 12 E-AT, N R-33 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-13 25, 2 E-AT, N R-34 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-13 24, 1 E-AT, N R-35 P E 4.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-13 22, 10 E-AT, N R-36 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-13 20, 7 E-AT, N R-37 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 30, 8 E-AT, N R-38 P E 1.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 50, 1 E-AT, N R-39 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 54, 4 E-AT, N R-40 PP E 4.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 60, 10 E-AT, N R-41 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 64, 11 E-AT, N R-42 P E 3.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 54, 12 E-AT, N R-43 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 58, 7 E-AT, N R-44 P E 5.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-15 50, 3 E-AT, N R-45 P E 5.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-15 37, 3 E-AT, N R-46 P E 3.0 3.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-15 15, 7 E-AT, N R-47 P E 3.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-17 58, 9 E-AT, N R-48 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-18 55, 10 E-AT, N R-49 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
Client Name: Project Number: Liner System 25809 Interstate 30 SouthContractor: CQA Monitor: Bryant, AR 72022
Project Name: Reviewed By: x Primary Phone: 501.847.9292Address: Approved By: Secondary Fax: 501.847.9210Location: Liner Installer: Other:
REPAIRDATE PANEL SEAM DIST OFFSET TYPE LENGTH WIDTH DIA MACH OPER QA DATE OPER PASS/ ACTION QA
(ft) (1) (2) (3) (ft) (ft) (ft) NO ID ID ID FAIL ID
Matt AcreeTony BardellaTony BardellaESI
35177117
Geomembrane Repair Log SummaryAmerican Electric Power
REPAIRNO. AND
CODE
ESITurk Leachate PondJohn W. Turk Power PlantFulton, AR
LOCATION NON-DESTRUCTIVE TESTING
8.27.18 P-22, 23 58, 3 E-AT, N R-50 P E 8.0 4.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-22 59, 1 E-AT, N R-51 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-23 58, 8 SE-AT, S R-52 P E 7.0 4.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-24, 27 0, 5 S R-55 R-53 P E 7.0 5.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-24 25, 5 SE-AT, N R-54 P E 10.0 5.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-24, 26, 27 R-55 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-27 20, 10 S-AT, E R-56 P E 10.0 10.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-24 25, 5 S-AT, E R-57 DS-2 E 4.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-27 10, 2 S-AT, E R-58 P E 4.0 3.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-26, 27 5, 0 S-AT R-59 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-27 10, 9 S-AT, E R-60 P E 4.0 3.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-28 55, 7 S-AT, E R-61 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-28 58, 8 S-AT, E R-62 P E 5.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-28 63, 8 S-AT, E R-63 P E 4.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-30, 31 25, 0 S-AT R-64 P E 2.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-29 5, 1 S-AT, E R-65 P E 5.0 3.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-8 5, 9 E-AT, N R-66 P E 2.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-9 50, 2 E-AT, N R-67 DS-1 E 4.0 2.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 60, 2 E-AT, N R-68 P E 2.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 64, 6 E-AT, N R-69 P E 3.0 1.0 115 DA MA 8.27.18 JR P VT MA
8.27.18 P-14 64, 8 E-AT, N R-70 P E 3.0 2.0 115 DA MA 8.27.18 JR P VT MA
Geomembrane Destructive Test Log Summary25809 Interstate 30 South
Project Number: Bryant, AR 72022CQA Monitor: Peel Extrusion = 78 Phone: 501.847.9292Reviewed By: Shear Extrusion = 120 Fax: 501.847.9210Approved By: Peel Fusion = 91
Location: Liner Installer: Shear Fusion = 120
Sample Seam Machine LabID Number Number Pass/Fail
P 118 120 113 130 136SP 143 108 148 143 133S
Destructive Testing SpecificationsContractor: ESI Matt Acree
Project Name: Turk Leachate Pond Tony BardellaAddress: John W. Turk Power Plant Tony Bardella
Client Name: American Electric Power 35177117
8.27.18 DS-1 P-9 - R-18 115 DA Pass Pass
8.27.18 DS-2 P-27 - R-56 252 DA Pass Pass R-56148 147 144 147 150
FieldInitials lbs/inch Pass/Fail
Fulton, AR ESI
Date Seamer Test ValuesComments/Location
139 140 144 144 141 R-18
DESTRUCTIVE SEAM QUALITY ASSURANCE TEST RESULTS - SINGLE TRACKTRI Client: Terracon Consultants Inc
Project: AEP Turk Leachate Pond Erosion
Material: 60 mil. HDPESAME DAY Peel and Shear (ASTM D 6392/GRI GM19/D 4437/NSF 54/882 mod.)TRI Log#: 40638
TEST REPLICATE NUMBER
PARAMETER 1 2 3 4 5 MEAN
Sample ID: DS-1 | Weld: Single ExtrusionSide: Peel Peel
Peel Strength (ppi) 118 120 113 130 136 123Peel Incursion (%) <5 <5 <5 <5 <5Peel Locus Of Failure Code SE SE SE SE SEPeel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi) 139 140 144 144 141 142Shear Elongation @ Break (%) >50 >50 >50 >50 >50
Sample ID: DS-2 | Weld: Single ExtrusionSide: Peel Peel
Peel Strength (ppi) 143 108 148 143 133 135Peel Incursion (%) <5 <5 <5 <5 <5Peel Locus Of Failure Code SE SE SE SE SEPeel NSF Failure Code FTB FTB FTB FTB FTB
Shear Shear
Shear Strength (ppi) 148 147 144 147 150 147Shear Elongation @ Break (%) >50 >50 >50 >50 >50
Page: 2 of 2
APPENDIX D
GEOMEMBRANE RUB SHEET SUMMARIES
Geomembrane Daily Deployment LogClient Name: Project Number: 25809 Interstate 30 South
Contractor: CQA Monitor: Bryant, AR 72022Project Name: Reviewed By: Phone: 501.847.9292
Address: Approved By: Fax: 501.847.9210Location: Liner Installer:
8.28.18 P-1 3618 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-2 3618 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-3 3618 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-4 3618 95 Partly Cloudy/Breezy 60T 45 - 23 Y MA8.28.18 P-5 3618 95 Partly Cloudy/Breezy 60T 32 - 23 Y MA8.28.18 P-6 3618 95 Partly Cloudy/Breezy 60T 50 - 23 Y MA8.28.18 P-7 3618 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-8 3613 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-9 3613 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-10 3613 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-11 3613 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-12 3613 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-13 3613 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-14 3577 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-15 3577 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-16 3577 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-17 3577 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-18 3577 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-19 3577 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-20 3607 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-21 3607 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-22 3577 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-23 3607 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA8.28.18 P-24 3607 95 Partly Cloudy/Breezy 60T 70 - 23 Y MA
CQAMonitor
PanelVisually
Inpsected(Y or N)
Length (ft)Side 1
Length (ft)Side 2
Width(Feet)
Approximate Panel DimensionsDate Panel ID Roll Number
Weather Conditions
Amb. Temp.(ºF) Weather/Wind
Fulton, AR ESI
MaterialType
ESI Matt AcreeTurk Leachate Pond Tony BardellaJohn W. Turk Power Plant Tony Bardella
American Electric Power 35177117
Geomembrane Trial Weld Summary25809 Interstate 30 South
Client Name: Project Number: Bryant, AR 72022Contractor: CQA Monitor: Peel Extrusion = Phone: 501.847.9292
Project Name: Reviewed By: Shear Extrusion = Fax: 501.847.9210Address: Approved By: Peel Fusion =Location: Liner Installer: Shear Fusion =
Weld PassSample Seamer & Mat. Wedge Speed Preheat or
ID Initials Type Temp oF ft/hr Setting FailP P 105 - 100 - 106 - - - - -
60T SP P 105 105 110 116 109 112 - - - -
60T SP P 112 110 106 114 100 115 - - - -
60T SE P 102 - 110 - 109 - - - - -
60T S- - 550 550 PASS144 149 152 -- -8.28.18 2:00 95 TW-6 115 DA
860 7.0 - - PASS139 138 141 - -8.28.18 2:10 95 TW-5 4414 KM
850 7.0 - - PASS142 139 145 - -8.28.18 2:00 95 TW-4 4390 BS
- - 550 550 PASS141 144 146 - -8.28.18 7:20 80 TW-3 115 DA
Temp Test ValuesTemp oF Number oC lbs/inch
Date TimeFusion Weld Extrusion Weld
Ambient Machine
John W. Turk Power Plant Tony Bardella 91Fulton, AR ESI 120
ESI Matt Acree 78Turk Leachate Pond Tony Bardella 120
American Electric Power 35177117 Specification for Trial Welds
Geomembrane Seaming and Non-Destructive Test SummaryProject Number: 25809 Interstate 30 South
CQA Monitor: Bryant, AR 72022Reviewed By: Phone: 501.847.9292Approved By: Fax: 501.847.9210
Liner Installer:
Machine No.
WeldTypeFusion/ Date
Extrusion Start End +/- Start End
8.28.18 8:35 KM P-3 - P-4 44.0 S-AT - P6 44.0 F AT 8.28.18 30 30 0 8:42 8:47 P P MA8.28.18 9:08 KM P-4 - P-5 27.0 SW-AT - P6 71.0 F AT 8.28.18 30 30 0 9:15 9:20 P P MA8.28.18 9:08 KM P-4 - P-6 12.0 P5 - P3 83.0 F AT 8.28.18 30 29 -1 9:15 9:20 P P MA8.28.18 8:25 KM P-6 - P-7 70.0 W-AT - Toe 153.0 F AT 8.28.18 30 30 0 8:30 8:35 P P MA8.28.18 2:07 KM P-7 - P-8 70.0 W-AT - Toe 223.0 F AT 8.28.18 30 30 0 2:14 2:19 P P MA8.28.18 2:14 KM P-8 - P-9 70.0 W-AT - Toe 293.0 F AT 8.28.18 30 30 0 2:21 2:26 P P MA8.28.18 2:21 KM P-9 - P-10 70.0 W-AT - Toe 363.0 F AT 8.28.18 30 30 0 2:30 2:35 P P MA8.28.18 7:48 KM P-1 - Exis 73.0 N-AT - Toe 436.0 E JR - - - - - - - P MA8.28.18 7:52 KM P-1 - P-2 73.0 N-AT - Toe 509.0 F AT 8.28.18 30 30 0 8:04 8:09 P P MA8.28.18 2:10 BS P-10 - P-11 70.0 W-AT - Toe 579.0 F AT 8.28.18 30 30 0 2:30 2:35 P P MA8.28.18 2:28 KM P-11 - P-12 70.0 W-AT - Toe 649.0 F AT 8.28.18 30 30 0 2:45 2:50 P P MA8.28.18 2:20 BS P-12 - P-13 70.0 W-AT - Toe 719.0 F AT 8.28.18 30 29 -1 2:45 2:50 P P MA8.28.18 2:30 KM P-13 - P-14 70.0 W-AT - Toe 789.0 F AT 8.28.18 30 30 0 2:50 2:55 P P MA8.28.18 2:39 KM P-14 - P-15 70.0 W-AT - Toe 859.0 F AT 8.28.18 30 30 0 3:07 3:12 P P MA8.28.18 2:47 KM P-15 - P-16 70.0 W-AT - Toe 929.0 F AT 8.28.18 30 30 0 3:07 3:12 P P MA8.28.18 3:00 KM P-16 - P-17 70.0 W-AT - Toe 999.0 F AT 8.28.18 30 30 0 3:07 3:12 P P MA8.28.18 2:45 BS P-17 - P-18 70.0 W-AT - Toe 1069.0 F AT 8.28.18 30 29 -1 3:09 3:14 P P MA8.28.18 3:00 KM P-18 - P-19 72.0 W-AT - Toe 1141.0 F AT 8.28.18 30 30 0 3:17 3:22 P P MA8.28.18 3:18 KM P-19 - P-20 52.0 W-AT - P23 1193.0 F AT 8.28.18 30 30 0 3:28 3:33 P P MA8.28.18 3:48 KM P-19 - P-23 26.0 P20 - Toe 1219.0 F JR - - - - - - - P MA8.28.18 3:48 KM P-19 - P-22 2.0 P23 - Toe 1221.0 F JR - - - - - - - P MA8.28.18 3:24 KM P-20 - P-21 22.0 W-AT - P23 1243.0 F AT 8.28.18 30 29 -1 3:31 3:36 P P MA8.28.18 3:48 KM P-20 - P-23 23.0 P19 - P21 1266.0 F AT 8.28.18 30 30 0 4:05 4:10 P P MA8.28.18 3:48 KM P-21 - P-23 23.0 P20 - P24 1289.0 F AT 8.28.18 30 30 0 4:05 4:10 P P MA8.28.18 3:33 KM P-21 - P-24 22.0 W-AT - P23 1311.0 F AT 8.28.18 30 30 0 3:40 3:45 P P MA8.28.18 3:48 KM P-23 - P-24 23.0 N-AT - P-21 1334.0 F AT 8.28.18 30 30 0 4:05 4:10 P P MA
LocationFrom - To
AccumLength
(ft)
TesterInitials
Pressure Time
PRODUCTION SEAM NON-DESTRUCTIVE TESTINGDestruct
No.Date Time SeamerInitials
SeamNumber
AirTestP/F
VacBoxP/F
QAID
Length(ft)
Location: Fulton, AR ESI
Project Name: Turk Leachate Pond Tony BardellaAddress John W. Turk Power Plant Tony Bardella
Client Name: American Electric Power 35177117Contractor: ESI Matt Acree
LOCATION AND DISTANCE
Geomembrane Seaming and Non-Destructive Test SummaryProject Number: 25809 Interstate 30 South
CQA Monitor: Bryant, AR 72022Reviewed By: Phone: 501.847.9292Approved By: Fax: 501.847.9210
Liner Installer:
Machine No.
WeldTypeFusion/ Date
Extrusion Start End +/- Start End
LocationFrom - To
AccumLength
(ft)
TesterInitials
Pressure Time
PRODUCTION SEAM NON-DESTRUCTIVE TESTINGDestruct
No.Date Time SeamerInitials
SeamNumber
AirTestP/F
VacBoxP/F
QAID
Length(ft)
Location: Fulton, AR ESI
Project Name: Turk Leachate Pond Tony BardellaAddress John W. Turk Power Plant Tony Bardella
Client Name: American Electric Power 35177117Contractor: ESI Matt Acree
LOCATION AND DISTANCE
8.28.18 3:20 BS P-22 - P-23 83.0 N-AT - Toe 1417.0 F AT 8.28.18 30 30 0 3:50 3:55 P P MA8.28.18 7:52 KM P-2 - P-22 73.0 N-AT - Toe 1490.0 F AT 8.28.18 30 30 0 3:50 3:55 P P MA8.28.18 8:30 KM P-5 - P-6 32.0 W-AT - P4 1522.0 F AT 8.28.18 30 30 0 8:52 8:57 P P MA8.28.18 7:55 KM P-3 - Exis 70.0 S-AT - Toe 1592.0 E JR - - - - - - - P MA8.28.18 9:10 KM P-3 - P-6 24.0 P4 - Toe 1616.0 E JR - - - - - - - P MA
APPENDIX E
PHOTO LOG
1. Excavation and transport of toe material to south berm.
2. Boral excavating the toe of the west side liner system.
3. ESI contractors repairing primary liner on the west slope.
4. First deployed section of rub sheet at northeast corner.
5. Deployed section of the rub sheet on the southeast corner.
6. ESI installers deploying and welding the last sections of rub sheet.
7. Let-down structures being excavated on the south slope.
8. Dozer spreading material on south berm to flatten slope.
9. Letdown structure with geotextile was installed prior to gravel placement.
10. Letdown structure on southeast corner of the Leachate Collection Pond.
11. Completed south slope prior to seeding.
12. West side rub sheet anchor trench.
13. Completed west slope with rub sheet.
14. View of completed south slope after vegetated.
APPENDIX F
DRAWING DETAILS