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Pier 99 - Portland

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Fence on RAC-2 area.<br />Date Taken: 7/2/2014<br />Category: Site Photo<br />Latitude: <br />Longitude: <br />Tags:
Nearly completed sand bag retention wall in the northern portion of the REX-16 excavation location. <br />Date Taken: 7/2/2014<br />Category: Site Photo<br />Latitude: <br />Longitude: <br />Tags:
Compaction of the sand bag retaining wall in the REX-16 excavation location. <br />Date Taken: 7/2/2014<br />Category: Site Photo<br />Latitude: <br />Longitude: <br />Tags:
Placement of the clean fill at REX-16 excavation location.<br />Date Taken: 7/2/2014<br />Category: Site Photo<br />Latitude: <br />Longitude: <br />Tags:
Construction of the sandbag retaining wall in the REX-16 excavation location. <br />Date Taken: 7/2/2014<br />Category: Site Photo<br />Latitude: <br />Longitude: <br />Tags:
Additional removal of soil from southern wall in REX-16 location. <br />Date Taken: 7/2/2014<br />Category: Site Photo<br />Latitude: <br />Longitude: <br />Tags:
Gravel filter area restoration completed.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Gravel filter area restoration completed.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Excavator waiting to be transported off-site.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Regrading, stabilization, and hydro-seeding completed.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Regrading, stabilization, and hydro-seeding completed.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Regrading, stabilization, and hydro-seeding completed.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Parking lot re-paving completed.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Regrading, stabilization, and hydro-seeding completed.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Drums containing waste material.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Drop-box containing waste material<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Drums containing waste material.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Reconstructed parking lot drain.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Grading, bank stabilization and hydro-seeding completed.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:
Grading, bank stabilization and hydro-seeding completed.<br />Date Taken: 10/10/2013<br />Category: Site Photo<br />Latitude: 45.6052777777778<br />Longitude: -122.681944444444<br />Tags:

Fence on RAC-2 area. Nearly completed sand bag retention wall in the northern portion of the REX-16 excavation location. Compaction of the sand bag retaining wall in the REX-16 excavation location. Placement of the clean fill at REX-16 excavation location. Construction of the sandbag retaining wall in the REX-16 excavation location. Additional removal of soil from southern wall in REX-16 location. Gravel filter area restoration completed. Gravel filter area restoration completed. Excavator waiting to be transported off-site. Regrading, stabilization, and hydro-seeding completed. Regrading, stabilization, and hydro-seeding completed. Regrading, stabilization, and hydro-seeding completed. Parking lot re-paving completed. Regrading, stabilization, and hydro-seeding completed. Drums containing waste material. Drop-box containing waste material Drums containing waste material. Reconstructed parking lot drain. Grading, bank stabilization and hydro-seeding completed. Grading, bank stabilization and hydro-seeding completed. Grading, bank stabilization and hydro-seeding completed. Grading, bank stabilization and hydro-seeding completed. Grading, bank stabilization and hydro-seeding completed. Grading, bank stabilization and hydro-seeding completed. Grading, bank stabilization and hydro-seeding completed. Grading and hydro-seeding completed. Grading and hydro-seeding completed. Grading and hydro-seeding completed. APEX collected soil sample RAC-2 in the area excavated where an EPA SI sample indicated concentrations of contaminants were greater than the site screening levels. APEX collected confirmation soil sample REX-17 in the area excavated after confirmation sample REX-13 had concentrations of contaminants greater than the site screening levels. Approximately 6 inches of contaminated soil was removed from the location where confirmation soil sample REX-13 was collected. Contaminated soil being removed from the location where confirmation soil sample REX-13 was collected. The location where confirmation sample REX-13 indicated that additional contaminated soil needs removed. Approximately 6 inches of contaminated soil was removed from adjacent to the stairs where an EPA SI soil sample indicated elevated levels of contamination. A soil sample collected during the EPA SI indicated that contaminated soil needs to be removed. The location where confirmation sample REX-13 indicated that additional contaminated soil needs removed. The bank below the asphalt parking area is almost ready for jute matting. The bank below the asphalt parking area is almost ready for jute matting. Several excavations occurred in this area below the concrete parking area. Bank regrading was completed on the west end of the bank. Jute matting was placed over the bank. Only hydro-seeding remains here. The bank below the Pier 99 building was stabilized using biodegradable bags filled with vegetation friendly soil mixture. The bank below the Pier 99 building was stabilized using biodegradable bags filled with vegetation friendly soil mixture. After the Gravel Filter Area was excavated it was backfilled with sand and compacted. This area still needs to be vegetated/paved. The location where the Gravel Filter outfall pipe was removed from under the asphalt parking area. Sand was backfilled into the excavation. The bank near the buried cable crossing. Furthest east portion of the bank. APEX collecting sample REX-16 from the slope where the burned material was excavated. Bank stabilization in process on the slope below the Pier 99 building. APEX collecting sample REX-16 from the slope where the burned material was excavated. APEX collecting sample REX-16 from the slope where the burned material was excavated. APEX collecting sample REX-16 from the slope where the burned material was excavated. APEX collecting sample RAC-1 from the slope below the Pier 99 building. Terra Hydr working on bank stabilization activities. APEX collecting sample RAC-1 from the slope below the Pier 99 building. APEX collecting sample REX-15 from the slope below the concrete parking area. APEX collecting sample REX-15 from the slope below the concrete parking area. Terra Hydr removing sandblast grit from the surface of the slope below the concrete parking area. Terra Hydr removing sandblast grit from the surface of the slope below the concrete parking area. Terra Hydr removing sandblast grit from the surface of the slope below the concrete parking area. Retaining wall below main shop building. Retaining wall below main shop building. Metal debris removed from bank slope below the main shop building. Area where grit extends below concrete, west of the grit removal area. Grit removal area. Petroleum stained soil near the footing for the former crane. Removal of the WS02SS Area Confirmation sampling in the Gravel Filter removal area. Beginning construction of sand bag retaining wall. metal debris in bank slope below main building. Eastern end of Gravel Filter removal area, near the former man hole. Removal of manhole vault from gravel filter area. Dump truck and (former) gravel filter area. Overview of the bank slope on 9/24/13 Vegetation removed from the bank slope being loaded in to the dump truck. Gravel filter removal Gravel filter removal Gravel filter removal Second stormwater pipe found during excavation of the Gravel Filter pipe. Second stormwater pipe found during excavation of the Gravel Filter pipe. Blue sandblast material was found while constructing the temporary access road. A mini-excavator was being used to construct the temporary access road. Additional green sandblast material was identified while constructing the temporary access road. Slope where the temporary access road was being constructed. A well compacted gravel/asphalt surface is present approximately 3 feet below the current ground surface. Apex collecting confirmation sample REX-3. Apex collecting confirmation sample REX-3. Apex collecting confirmation sample REX-2. Apex collecting confirmation sample REX-1. Apex collecting confirmation sample REX-1. The soil exposed after completing the excavation in the area around the Gravel Filter outfall. The trench that was excavated to remove the corrugated steel portion of the Gravel Filter outfall pipe. Soil being excavated in the area around the Gravel Filter outfall. Some soil was shoveled by hand. Soil being excavated in the area around the Gravel Filter outfall. Green sandblast material was in the soils excavated in the area around the Gravel Filter outfall. Green sandblast material was in the soils excavated in the area around the Gravel Filter outfall. The area around the outfall was excavated. The inside of the corrugated pipe was coated with a sealant that looked like asphalt oil. A mini-excavator was used to detach the corrugated pipe from the buried concrete pipe. The end of the pipe was taped shut to prevent the loss of potentially contaminated sediment. The lower section of the Gravel Filter pipe was constructed from corrugated pipe. Terra Hydr cutting the asphalt in order to excavate the Gravel Filter pipe. Location of former sample WS02SS. Gravel Filter outfall. The white line marks the approximate boundary of the excavation. The steel cylinder after cleaning out the residual oil. The Gravel Filter outfall was located on the slope near the northeast corner of the asphalt parking area. The steel cylinder after cutting an access hole to allow cleaning. The steel cylinder after cutting an access hole to allow cleaning. Terra Hydr cutting an an access hole to allow cleaning of the steel cylinder. The Gravel Filter outfall was located on the slope near the northeast corner of the asphalt parking area. A rigid metal cable was pushed down the Gravel Filter pipe to locate the outfall. The oil/water mix was transferred from the metal cylinder into 3 - 55 gallon drums. An oily sludge was floating on the surface of the water in the 55 gallon drums. A cylinder removed from the slope near the Pier 99 building was found to contain an oil/water mix. The cylinder was temporarily staged prior to removing it's contents. A cylinder removed from the slope near the Pier 99 building was found to contain an oil/water mix. The cylinder was temporarily staged prior to removing it's contents. A cylinder removed from the slope near the Pier 99 building was found to contain an oil/water mix. A PVC pipe was used to measure the volume and nature of the cylinder's contents. A cylinder removed from the slope near the Pier 99 building was found to contain an oil/water mix. A PVC pipe was used to measure the volume and nature of the cylinder's contents. A cylinder removed from the slope near the Pier 99 building was found to contain an oil/water mix. Bank stabilization activities included removing buried scrap metal from the slope near the Pier 99 building. Burned debris was found within some of the buried scrap metal on the slope near the Pier 99 building. Bank stabilization activities included removing buried scrap metal from the slope near the Pier 99 building. The slope near the Pier 99 building after brush clearing was completed and the silt fence was installed. The slope near the Pier 99 building after brush clearing was completed and the silt fence was installed. The slope near the Pier 99 building after brush clearing was completed and the silt fence was installed. The slope near the Pier 99 building after brush clearing was completed and the silt fence was installed. The slope near the Pier 99 building after brush clearing was completed and the silt fence was installed. The slope near the Pier 99 building after brush clearing was completed and the silt fence was installed. Burned debris within the buried scrap metal was removed and placed into the contaminated soil stockpile area. Two excavations were made in the northeast corner of the Pier 99 property in an attempt to find the stormwater outfall to the Gravel Filter Area. The excavations were unsuccessful at identifying the outfalls. However, additional buried green sand (sandblast material) was identified. Two excavations were made in the northeast corner of the Pier 99 property in an attempt to find the stormwater outfall to the Gravel Filter Area. The excavations were unsuccessful at identifying the outfalls. However, additional buried green sand (sandblast material) was identified. The final brush clearing progress at the end of the day on 9/12/2013. The final brush clearing progress at the end of the day on 9/12/2013. The completed installation of the silt fence on the eastern slope of the Pier 99 site. Buried debris that will likely be removed prior to regrading the slope. The flagging marks the 17.6' ordinary high water line. Flagging and blue paint marks the 17.6' ordinary high water line where the silt fence will be installed. Field crews beginning the installation of the silt fence adjacent to the I-5 Bridge and along the 17.6' ordinary high water line. View to the south from the docks below the Pier 99 site. View to the south from the docks below the Pier 99 site. Brush clearing has been completed in this area. Final brush clearing activities along the slope of the Pier 99 site. Final brush clearing activities on the slope of the Pier 99 site. The area in the foreground in where the green sand was identified. On 9/12/2013 a unusual green sand was identified on the slope of the Pier 99 site during brush clearing. The material is assumed to be sandblasting material and will be included in the contaminated soil stockpile. Metallic debris exposed after brush removal on the western extent of the slope below the Pier 99 building. Metallic debris being exposed during vegetation removal on the slope below the Pier 99 building. Brush clearing exposed buried metal debris that is functioning as a poor retaining wall below the Pier 99 building. APEX's geotechnical engineer is planning to visit the site to assess the slopes stability. Buried debris (boiler) identified during brush clearing along the slope at the Pier 99 site. Brush clearing along the slope at the Pier 99 site. Brush clearing along the slope at the Pier 99 site. Brush clearing along the slope near the I-5 Bridge. Submerged vessel in the Columbia river adjacent to the Pier 99 site monitoring for VOCs associated with a fuel tank discovered after vegetation removal. Fuel tank discovered vegetation removal. Area of vegetation removal Terra Hydr, Inc., conducting vegetation removal. Derelict tank or container found during vegetation removal. View of the eastern bank of the Pier 99 site. view of the Pier 99 site from the dock. View of the Pier 99 site from the dock. partially submerged debris