2015 Coal Combustion Residuals Annual Inspection Huntington Power Plant Huntington CCR Landfill Prepared for PacifiCorp Energy North Temple Office 1407 West North Temple Salt Lake City, Utah 84116 Final December 29, 2015 URS Corporation 756 East Winchester, Suite 400 Salt Lake City, Utah 84107
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2015 Coal Combustion Residuals Annual Inspection
Huntington Power Plant Huntington CCR Landfill
Prepared for PacifiCorp Energy North Temple Office 1407 West North Temple Salt Lake City, Utah 84116
Final December 29, 2015
URS Corporation 756 East Winchester, Suite 400 Salt Lake City, Utah 84107
2.4 History ........................................................................................................................................... 4
2.5 Construction History ..................................................................................................................... 4
2.6 Review of Operating Record Files ................................................................................................. 4
2.6.1 Design and Construction Information ................................................................................... 4
2.6.3 Results of Inspection by a Qualified Person .......................................................................... 5
2.6.4 Results of Previous Annual Inspections ................................................................................ 5
3 Field Inspection of Huntington CCR Landfill ......................................................................................... 5
3.1 General .......................................................................................................................................... 5
Section 5 of this report is a complete list of references for the Huntington CCR Landfill.
3 FieldInspectionofHuntingtonCCRLandfillA field inspection was conducted on September 15, 2015 by URS staff, Rick J. Cox, P.E.. Mr. Cox
participated previously in the CCR inspections in 2014 for the Huntington CCR Landfill [1]. Personnel
from the Huntington Power Plant, accompanied Mr. Cox during the 2015 field inspection.
A photo log documenting features and their condition at the time of the inspection is presented in
Appendix A. These photos are referenced in this report.
The completed Annual Inspection Report Form is presented in Appendix B. This checklist should be
considered an integral part of the report and remain attached whenever the report is forwarded or
otherwise reproduced.
An example of the weekly inspection report form completed by PacifiCorp staff is included in
Appendix C.
3.1 GeneralThe field inspection was performed by the URS inspector by driving the perimeter road and the crest,
stopping at approximately ¼ mile intervals or when observations warranted stopping. In addition, the
crest of the Retention basin was walked and the condition of the downstream embankment observed.
Photos of the outer face of the landfill were taken to provide a baseline for future inspections. All of the
photos in the Photograph Log, Appendix A, serve as a baseline since there are no photos of observed
deficiencies.
2015 Huntington CCR Landfill Inspection 6
Features and conditions were documented on the Annual Inspection Report form (Appendix B) and
were photographed. The approximate locations of the photos are detailed in the inspection photo log
overview map located at the beginning of the Photograph Log, Appendix A. In addition to documenting
current features, the photo log of existing conditions is intended on aiding future inspections.
3.2 HuntingtonCCRLandfillGeometryThe Huntington CCR Landfill is bounded on three sides by natural topography, leaving just one side with
a slope created from CCR material. This slope is subsequently covered with newly deposited CCR
material creating benches approximately 15 to 20 feet high; consequently, there is no current
permanent slope associated with the landfill. The slope of the CCR for each bench is the natural angle of
repose and appears to be approximately 1.5 horizontal to 1 vertical. Refer to photos 11 and 12.
The landfill currently covers approximately 102.66 acres [13] and from topographic information
provided by the plant, it rises approximately 150 feet from the toe to the crest. The elevation of the
crest is approximately 6690 feet amsl. A topographic map in the Maxim Technologies, Inc. geotechnical
report [9] shows two small drainages within the landfill footprint. Runoff for these drainages is now
collected by the access road borrow ditch and discharges to a culvert under the road down gradient
from the landfill. The offsite runoff is captured by the Duck Pond. Consequently, only on‐site runoff is
collected by the Landfill Retention Basin (see Figure 1‐1).
The retention basin is capable of retaining a 100‐year, 6‐hour storm event and is located below the
western slope of the Huntington CCR Landfill [3]. Runoff from the landfill is collected and disposed of
through evaporation. Any runoff or groundwater discharge that would escape the Retention Basin is
collected at the Duck Pond, which is downgradient from the Retention Basin.
3.3 InstrumentationThere is no permanent instrumentation within the landfill itself. Landfill instrumentation is not required
by the CCR rule.
A target for aerial photography was observed to be in fair condition. Refer to Photo 3, Appendix A.
3.4 VolumeofCCRThe Huntington plant staff estimate from past data that the current volume of CCR stored in the landfill
is approximately 4.7 to 5.0 million cubic yards.
3.5 ObservedorPotentialStructuralWeaknessesThere were no appearances of actual or potential structural weakness or existing conditions that are
disrupting, or have the potential to disrupt the operation and safety of the CCR unit.
3.6 ObservedChangesThis is the initial and only annual inspection conducted under the CCR rules [11] for the Huntington CCR Landfill. However, PacifiCorp historically commissioned other third party inspections that were not
2015 Huntington CCR Landfill Inspection 7
related to the CCR rules, the latest being completed by URS in 2014 [1]. This report of observed changes is based on the 2014 report.
There were no observed changes from the 2014 inspection and the 2015 inspection other than
correction of two deficiencies identified in the 2014 inspection report.
4 LimitationsandConsultantQualifications
4.1 LimitationsThis report presents observations, and conclusions drawn from a review of pertinent documents
referenced in Section 5, and a field inspection of the Huntington CCR Landfill. The field inspection was
limited to the interior of the perimeter road. The purpose of the review and inspection has been to
assess the safety or adequacy of the facilities against catastrophic failure of the major constructed
elements during normal operations or unusual or extreme events based on visual inspection and
available information. A secondary purpose is to identify any potential deficiencies related to the CCR
rules [11].
The conclusions and professional opinions presented herein were developed by the independent
consultant and are in accordance with generally accepted engineering principles and practices at the
time and location the services were provided. URS makes no other warranty, either expressed or
implied.
4.2 ProfessionalEngineerQualificationsThe professional engineer for this inspection is Rick J. Cox. He is licensed in the State of Utah (171899)
as a structural engineer. He has over 32 years experience in civil/structural engineering and has
performed inspections and safety evaluations on dams, canals and numerous other water containing
[11] 40 CFS § 257 Disposal of Coal Combustion Residuals from Electric Utilities, April 17, 2015.
[12] Water & Environmental Technologies PC, “Combustion Waste Landfill Volume Analysis,” March
30, 2015
[13] Water & Environmental Technologies PC, “Huntington Run‐on/Run‐off,” December 3, 2015
[14] CH2M Hill, “Combustion Waste Embankment drawings,” June 28, 2000.
2015 Huntington CCR Landfill Inspection
AppendixA
PhotographLog
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-1
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-2
Photograph No. 1 View of area being cleared and topsoil being removed for stockpiling.
Photograph No. 2 Existing groundwater monitoring well near west perimeter road.
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-3
Photograph No. 3 Target for periodic aerial photography of landfill. Target located new west perimeter road.
Photograph No. 4 Culvert upstream inlet to Retention Basin (south side). No blockage.
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-4
Photograph No. 5 Culvert inlet to Retention Basin (south side). No blockage.
Photograph No. 6 Upstream side of culvert inlet to Retention Basin (east side). Blockage observed in 2014 has been cleared.
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-5
Photograph No. 7 Downstream side of culvert inlet (east side). Blockage observed in 2014 has been removed.
Photograph No. 8 Preferential drainage path observed in 2014 has been filled in.
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-6
Photograph No. 9 Downstream face of maximum embankment section of Retention Basin.
Photograph No. 10 North face of embankment of Retention Basin.
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-7
Photograph No. 11 Working face of landfill. View east.
Photograph No. 12 Area of current deposition of ash.
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-8
Photograph No. 13 Top of landfill. Temporary cover of bottom ash.
Photograph No. 14 Stockpiled topsoil (light brown color) on the top of landfill.
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-9
Photograph No. 15 Northeast boundary of ash landfill. Note woody debris is from clearing for topsoil stockpiling.
Photograph No. 16 View of current area of deposition. View to the southwest.
Inspection Photographs PacifiCorp Energy
Huntington Power Plant September 15, 2015
Page No. A-10
Photograph No. 17 Current signage for CCR landfill. To be replaced.
2015 Huntington CCR Landfill Inspection
AppendixB
AnnualInspectionReportForm
Annual Landfill Inspection Report
Issue Date: 8-24-2015 Form XXXXX Revision A
Page 1 of 2
Feature Name:
Huntington CCR Landfill Feature ID: Date:
September 15,2015 Station/Owner PacifiCorp
County, Emery
State Utah
Inspected By Rick J. Cox, P.E.
Date 9‐15‐15
Phone No. 801‐904‐4096
Type of Inspection Initial Periodic Follow up Other Weather Wet Dry Snow Cover Other
Remarks Inspector accompanied by Russ Wilson, Senior Environmental Analyst, Huntington Power Plant. This was the initial inspection under CCR regulations. Cox performed 2014 inspection.
Total Precipitation last 24 hrs Light rain earlier in the day of inspection.
16. Do slopes and berms provide positive drainage? Yes No NA
17. Is there exposed waste on exterior slopes? No exterior slopes Yes No NA
Comments /Action Items: Only slopes are temporary interior slopes. Perimeter berm created by haul road prevents off‐site runoff coming onto landfill.
Actions None Maintenance Monitoring Minor Repair Engineering
LECHATE
SYSTEM
PROBLEMS
1. None 2. Sump
3. Piping leaking 4. Containment Leaking
5. Tank leaking 6. Other
OBSERVATIONS
7. Is the Leachate transmission system functioning properly? Yes No NA
8. Is the leak detections system functioning properly? Yes No NA
Comments /Action Items: There was a temporary leachate system that has been abandoned and buried. No discharge.
Actions None Maintenance Monitoring Minor Repair Engineering
Annual Landfill Inspection Report
Issue Date: 8-24-2015 Form XXXXX Revision A
Page 2 of 2
Feature Name:
Huntington CCR Landfill Feature ID: Date:
September 15,2015
Inspector Signature
Date 9‐15‐2015
EROSION SED
IMEN
T CONTR
OLS
PROBLEMS 1. None 2. Channel
3. Ditch Failure. 4. Ditch Washouts
5. Debris 6. Sediment
7. Silt Fences 8. Filter Socks
9. Rip Rap Aprons 10. Other
OBSERVATIONS
11. No erosion or sediment controls Yes No
12. Are drop structures in good repair? Yes No N/A
13. Are perimeter run‐on diversion ditches present and in good repair? Yes No N/A
14. Are perimeter run‐off diversion ditches present and in good repair? Yes No N/A
Comments /Action Items Item 13 above. Observed culvert was buried under the haul road. Ditch remains effective because culvert is beyond location of CCR materials, no threat of washing CCR materials.
Actions None Maintenance Monitoring Minor Repair Engineering
Other
Observations
1. Are temporary covers functioning as intended? Just bottom ash as temporary cover for dust control.
Yes No N/A
2. Are Stormwater systems functioning as intended? Yes No N/A
3. Fences and Gates in good condition? Yes No N/A
4. Security devices in good condition? Yes No N/A
5. Signs in good condition? New sign planned. Existing sign acceptable. Yes No N/A
6. Reference monuments/Survey Monuments in good condition? Yes No N/A
Comments /Action Items
Actions None Maintenance Monitoring Minor Repair Engineering
Type of Landfill: Active Inactive Weather Conditions: Wet Dry Snow Cover Windy Other
Op
erat
ion
s
Checks & Observations 1. Placement procedures are being followed. Yes No 2. Dust control is effective. Yes No 3. Dust control logs are complete and available. Yes No 4. Haul road maintained and dust controlled. Yes No Observations:
Observations 7. Erosion or sediment controls in good condition. Yes No 8. Drop inlet or other storm water controls structures are in good repair. Yes No 9. Perimeter run-on and run-off diversion ditches present and in good repair. Yes No Observations:
Observations 10. Temporary covers functioning as intended. Yes No 11. Storm water systems functioning as intended. Yes No 12. Any appearance of actual or potential structural weakness and other conditions which are disrupting or have the potential to disrupt the operation or safety of the CCR landfill?
Yes No
13. Other non-structural or non-emergency safety issues. Yes No Observations: