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HomeMy WebLinkAboutDERR-2025-001228Rockwell Solutions, Inc., 718 E. Bridger Lane, Elk Ridge, UT 84651 801-361-2930 rockwellutah@yahoo.com 1 Rockwell Solutions, Inc. 718 E Bridger Lane Elk Ridge, UT 84651 (801) 361-2930 February 15, 2025 Brett Gurney Fuel Manager Utah Department of Government Operations, Division of Fleet Operations, Fuel Network Program 4315 S 2700 West Taylorsville, UT 84129 Re: Subsurface Investigation UDOT Station #136 Facility ID: 0100223 730 W 200 North Release ID: OLI Logan, Utah Dear Mr. Gurney: Rockwell Solutions, Inc. has completed a subsurface investigation at the above-referenced facility in accordance with State of Utah Division of Environmental Response and Remediation (DERR) guidelines. INTRODUCTION The site is an active fueling facility for the Utah Department of Transportation (UDOT). The underground storage tanks (USTs) were removed in August 2024. During UST closure activities hydrocarbon concentrations exceeded Tier 1 levels in the soil and groundwater samples collected from the UST basin. Hydrocarbons in one of the piping samples exceeded Initial Screening Levels (ISLs). The USTs were replaced with one aboveground storage tank located inside the fenced area of the facility. Two dispensers are located in the same area as the previous dispensers. The fueling area is located approximately 170 feet west of the office and UDOT garage. The only utilities that serve the fueling area are electrical and communication lines. Sewer, natural gas, and communication main lines run east-west immediately north of the former tank basin. See Figure 1. METHODOLOGY Four borings were installed around the former tank basin to define the extent of soil contamination. Five monitoring wells were installed in and around the former tank basin to define the extent of groundwater contamination. All drilling and well installation work was completed on January 16, 2025. Direct Push Services was employed as the drilling contractor under the supervision of a Rockwell Solutions representative. Subsurface Investigation, UDOT Station #136, Logan, Utah, Facility #0100223, Release OLI Rockwell Solutions, Inc., 718 E. Bridger Lane, Elk Ridge, UT 84651 801-361-2930 rockwellutah@yahoo.com 2 Five-foot soil core samples were collected continuously from the direct push borings. A portion of the soil core was put in a zip-lock baggie to allow hydrocarbons to volatilize. The air in the zip lock baggie was then screened with a photoionization detector (PID). The sample with the highest PID reading or the soil interval above the apparent water table in each boring was submitted for laboratory analysis of MTBE, benzene, toluene, ethylbenzene, xylenes, naphthalene (MBTEXN) total petroleum hydrocarbons-gasoline range organics (TPH-GRO) using EPA Method 8260 and TPH-diesel range organics (TPH-DRO) using EPA Method 8015. Monitoring wells were installed to a depth of thirteen to fifteen feet with ten feet of 0.010-inch screen. The wells contain a silica sand filter around the screen and a bentonite seal above the screen. A flush grade well protector was installed at the surface. The top-of-casing elevation at each well was measured to the nearest 0.01 foot using a transit level. The monitoring wells were developed and a groundwater sample was collected with a disposable bailer. The samples were submitted for laboratory analysis of MBTEXN and TPH-GRO using EPA Method 8260, and TPH-DRO using EPA Method 8015. RESULTS Soil Type Soil type was evaluated during the subsurface investigation by field analysis of soil samples. The native soil at the site generally consists of a few feet of gravelly sand (SW) underlain by a lean clay (OH) layer to at least fifteen feet bg. Boring logs are attached. Soil Analytical Results Table 1 lists the analytical results of the soil samples collected during the UST removal and the subsurface investigation. The soil sample from MW-2 exceeded the Initial Screening Level (ISL) for TPH-DRO. No other hydrocarbon concentrations were detected in any soil samples collected during the subsurface investigation. The laboratory analytical reports and chain-of-custody records for soil samples collected during the subsurface investigation are attached. PID readings are shown on the boring logs. Groundwater Analytical Results Table 2 lists the analytical results of the groundwater samples collected during the UST removal and the subsurface investigation. The sample from MW-3 in the former tank basin, exceeded the ISL for TPH-DRO. Hydrocarbons were not detected in groundwater samples from any of the other wells. The laboratory analytical reports and chain-of-custody records for samples collected during the subsurface investigation are attached. Groundwater Depth and Flow Table 2 lists the depth to water measurements at each monitoring well. Depth to the water table is an average of approximately five feet bg. Groundwater flow was to the southwest on February 8, 2025. Figure 2 is a groundwater contour map. Subsurface Investigation, UDOT Station #136, Logan, Utah, Facility #0100223, Release OLI Rockwell Solutions, Inc., 718 E. Bridger Lane, Elk Ridge, UT 84651 801-361-2930 rockwellutah@yahoo.com 3 TIER 1 CRITERIA Land Use The site is located in a commercial area. No residences are located within 500 feet of the site. Utilities Locations of buried utility lines in the investigation area were discussed previously. The exact depths to the other utility lines are not known, but are estimated to be approximately two to three feet. Receptors A well search of the Water Rights database indicates a water well approximately 125 feet northeast of the former tank basin. However, the map location shows the well in 200 North. There is no indication of a well in that area. Also, the well is owned by the Church of Jesus Christ of Latter- Day Saints. It does not appear that there are any Church properties in the immediate area of the well. It is believed that the well has been mapped incorrectly. The Division of Water Rights makes no claims to the accuracy of the data. Two other wells are approximately 500 feet northeast (upgradient) of the site. See Figure 3. CONCLUSIONS AND RECOMMENDATIONS It appears that soil and groundwater contamination are limited to the former tank basin and that the groundwater contaminant concentrations have significantly decreased in the tank basin since the UST removal. Rockwell Solutions recommends collecting an additional round of groundwater samples from the five monitoring wells in three to four months to evaluate the release for closure. Please feel free to contact me should you have any questions or concerns at 801-361-2930. Sincerely, David S Hansen Rockwell Solutions, Inc. Certified UST Consultant CC130 cc: Kevin Beery, DERR Communication Sewer NORTH UDOT #136 730 W 200 North Logan, Utah Approx. scale in feet 00 30 Figure 1 Site Map MW-3 MW-19 0.033 MW-1 6.36 MW-7 0.485 Boring erWat Gas erSew Monitoring Well MW-4 MW-1 MW-2 MW-5 B-1B-3 B-2 B-4 t cElecri Communication Sewer NORTH UDOT #136 730 W 200 North Logan, Utah Approx. scale in feet 00 30 Figure 2 Groundwater Elevation Map 2/8/25 MW-19 0.033 MW-1 6.36 MW-7 0.485 Monitoring Well MW-4 94.17 MW-1 94.40 MW-2 94.04 MW-5 94.09 MW-3 *94.58 94.09 Groundwater Elevation (ft) = Groundwater Elevation Contour (ft) * Anomalous Elevation in backfill. Not used in contouring - 9 4 . 3 - - - 9 4 . 2 9 4 . 1 - - Water Rights in Area Water Well Location NORTH Figure 3 UDOT Station #136 730 W 200 North Logan, Utah Site 50 ’0 Sampling Location Depth (ft)Date MTBE (mg/kg) Benzene (mg/kg) Toluene (mg/kg) Ethyl- benzene (mg/kg) Total Xylenes (mg/kg) Naph- thalene (mg/kg) TPH- GRO (mg/kg) TPH- DRO (mg/kg) 0.3 0.2 9 5 142 51 150 500 0.3 0.9 25 23 142 51 1,500 5,000 SS-1 South 8' 8 8/6/2024 <0.19 <0.13 <0.32 3.07 27.3 <0.32 74.9 5,750 SS-2 North 8' 8 8/6/2024 <0.19 <0.13 0.67 9.6 89.3 0.63 253 9,030 P-1 West 3' 3 8/6/2024 <0.02 <0.01 <0.03 <0.03 2.32 <0.03 7.88 1,620 P-2 East 3' 3 8/6/2024 <0.02 <0.01 <0.03 <0.03 <0.09 <0.03 <0.313 <64 B-1, 5' 5 1/16/2025 <0.02 <0.01 <0.03 <0.03 <0.10 <0.03 <0.319 <64 B-2, 5' 5 1/16/2025 <0.02 <0.01 <0.03 <0.03 <0.09 <0.03 <0.310 <63 B-3, 4.5' 4.5 1/16/2025 <0.02 <0.01 <0.03 <0.03 <0.09 <0.03 <0.286 <68 B-4, 4.5' 4.5 1/16/2025 <0.02 <0.01 <0.03 <0.03 <0.10 <0.03 <0.335 <67 MW-1, 8' 8 1/16/2025 <0.02 <0.01 <0.03 <0.03 <0.08 <0.03 <0.261 <63 MW-2, 6.5' 6.5 1/16/2025 <0.02 <0.01 <0.03 <0.03 <0.08 <0.03 <0.263 1,650 MW-3, 14' 14 1/16/2025 <0.02 <0.01 <0.03 <0.03 <0.10 <0.03 <0.345 116 MW-4, 7' 7 1/16/2025 <0.02 <0.01 <0.03 <0.03 <0.09 <0.03 <0.303 <64 MW-5, 6' 6 1/16/2025 <0.02 <0.01 <0.03 <0.03 <0.08 <0.03 <0.270 <64 TPH-GRO = Total petroleum hydrocarbons-gasoline range organics TPH-DRO = Total petroleum hydrocarbons - diesel range organics mg/kg = milligrams per kilogram, which approximates parts per million ISL = Initial Screening Level Pink shading = exceeds ISL Yellow shading = exceeds Tier 1 level Table 1 ISL's RBCA Tier 1 Screening Levels Soil Analytical Results UDOT Station #136, 730 W 200 North, Logan, Utah (UST No. 0100223, LUST No. OLI) Sample Number TOC Elevation Date Collected Depth to Water (ft) GW Elevation (ft) MTBE (mg/L) Benzene (mg/L) Toluene (mg/L) Ethyl- benzene (mg/L) Total Xylenes (mg/L) Naph- thalene (mg/L) TPH- GRO (mg/L) TPH- DRO (mg/L) 0.2 0.005 1 0.7 10 0.7 1 1 0.2 0.3 3 4 10 0.7 10 10 GW-1 South 8'8/6/2024 8.00 <0.008 0.03 0.548 0.08 1.12 0.02 3.03 23.5 GW-2 North 8' 8/6/2024 8.00 <0.008 0.025 0.307 0.025 0.71 0.013 2.14 9.7 MW-1 2/8/2025 5.60 94.40 <0.008 <0.005 <0.012 <0.012 <0.038 <0.012 <0.125 <1 100.00 MW-2 2/8/2025 6.49 94.04 <0.008 <0.005 <0.012 <0.012 <0.038 <0.012 <0.125 <1 100.53 MW-3 2/8/2025 4.71 94.58 <0.008 <0.005 <0.012 <0.012 <0.038 <0.012 0.23 1.9 99.29 MW-4 2/8/2025 4.31 94.17 <0.008 <0.005 <0.012 <0.012 <0.038 <0.012 <0.125 <1 98.48 MW-5 2/8/2025 4.18 94.09 <0.008 <0.005 <0.012 <0.012 <0.038 <0.012 <0.125 <1 98.27 Pink shading = exceeds ISL Yellow shading = exceeds Tier 1 level TPH-GRO = Total petroleum hydrocarbons-gasoline range organics TPH-DRO = Total petroleum hydrocarbons - diesel range organics mg/L = milligrams per liter, which approximates parts per million ISL = Initial Screening Level Table 2 ISL's RBCA Tier 1 Screening Levels Groundwater Analytical Results UDOT Station #136, 730 W 200 North, Logan, Utah (UST No. 0100223, LUST No. OLI) The analyses presented on this report were performed in accordance with the National Environmental Laboratory Accreditation Program (NELAP) unless noted in the comments, flags, or case narrative. If the report is to be used for regulatory compliance, it should be presented in its entirety, and not be altered. Client Service Contact: 801.262.7299 Rockwell Solutions, Inc Attn: Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 Work Order: 25B0654 Project: UDOT Logan 2/14/2025 Approved By: Mark Broadhead, Project Manager 9632 South 500 West Sandy, Utah 84070 Serving the Intermountain West since 1953 801.262.7299 Main 866.792.0093 Fax www.ChemtechFord.com Page 1 of 8 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 2/10/25 11:35 @ 7.9 °C 2/14/2025 UDOT Logan Sample ID: MW- 1 Lab ID: 25B0654-01Matrix: Water Flag(s)Units Analysis Date/Time Date Sampled: 2/8/25 14:00 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult MBTEXn mg/L 2/11/252/11/250.005 EPA 8260D/5030BNDBenzene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDEthylbenzene mg/L 2/11/252/11/250.008 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDNaphthalene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDToluene mg/L 2/11/252/11/250.038 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/L 2/11/252/11/250.125 EPA 8260B/C /5030A/[CALC]NDGasoline Range Organics Diesel Range mg/L 2/11/252/11/251.0 EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25B0654 www.ChemtechFord.com Page 2 of 8Page 2 of 8 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 2/10/25 11:35 @ 7.9 °C 2/14/2025 UDOT Logan Sample ID: MW- 2 Lab ID: 25B0654-02Matrix: Water Flag(s)Units Analysis Date/Time Date Sampled: 2/8/25 14:45 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult MBTEXn mg/L 2/11/252/11/250.005 EPA 8260D/5030BNDBenzene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDEthylbenzene mg/L 2/11/252/11/250.008 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDNaphthalene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDToluene mg/L 2/11/252/11/250.038 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/L 2/11/252/11/250.125 EPA 8260B/C /5030A/[CALC]NDGasoline Range Organics Diesel Range mg/L 2/11/252/11/251.0 EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25B0654 www.ChemtechFord.com Page 3 of 8Page 3 of 8 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 2/10/25 11:35 @ 7.9 °C 2/14/2025 UDOT Logan Sample ID: MW- 3 Lab ID: 25B0654-03Matrix: Water Flag(s)Units Analysis Date/Time Date Sampled: 2/8/25 15:30 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult MBTEXn mg/L 2/11/252/11/250.005 EPA 8260D/5030BNDBenzene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDEthylbenzene mg/L 2/11/252/11/250.008 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDNaphthalene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDToluene mg/L 2/11/252/11/250.038 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/L 2/11/252/11/250.125 EPA 8260B/C /5030A/[CALC]0.230Gasoline Range Organics Diesel Range mg/L 2/11/252/11/251.0 EPA 8015 C1.9Diesel Range Organics Project Name: UDOT Logan CtF WO#: 25B0654 www.ChemtechFord.com Page 4 of 8Page 4 of 8 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 2/10/25 11:35 @ 7.9 °C 2/14/2025 UDOT Logan Sample ID: MW- 4 Lab ID: 25B0654-04Matrix: Water Flag(s)Units Analysis Date/Time Date Sampled: 2/8/25 14:20 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult MBTEXn mg/L 2/11/252/11/250.005 EPA 8260D/5030BNDBenzene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDEthylbenzene mg/L 2/11/252/11/250.008 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDNaphthalene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDToluene mg/L 2/11/252/11/250.038 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/L 2/11/252/11/250.125 EPA 8260B/C /5030A/[CALC]NDGasoline Range Organics Diesel Range mg/L 2/11/252/11/251.0 EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25B0654 www.ChemtechFord.com Page 5 of 8Page 5 of 8 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 2/10/25 11:35 @ 7.9 °C 2/14/2025 UDOT Logan Sample ID: MW- 5 Lab ID: 25B0654-05Matrix: Water Flag(s)Units Analysis Date/Time Date Sampled: 2/8/25 15:05 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult MBTEXn mg/L 2/11/252/11/250.005 EPA 8260D/5030BNDBenzene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDEthylbenzene mg/L 2/11/252/11/250.008 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDNaphthalene mg/L 2/11/252/11/250.012 EPA 8260D/5030BNDToluene mg/L 2/11/252/11/250.038 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/L 2/11/252/11/250.125 EPA 8260B/C /5030A/[CALC]NDGasoline Range Organics Diesel Range mg/L 2/11/252/11/251.0 EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25B0654 www.ChemtechFord.com Page 6 of 8Page 6 of 8 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 2/10/25 11:35 @ 7.9 °C 2/14/2025 UDOT Logan Report Footnotes Abbreviations ND = Not detected at the corresponding Minimum Reporting Limit (MRL). 1 mg/L = one milligram per liter or 1 mg/kg = one milligram per kilogram = 1 part per million. 1 ug/L = one microgram per liter or 1 ug/kg = one microgram per kilogram = 1 part per billion. 1 ng/L = one nanogram per liter or 1 ng/kg = one nanogram per kilogram = 1 part per trillion. On calculated parameters, there may be a slight difference between summing the rounded values shown on the report vs the unrounded values used in the calculation. Project Name: UDOT Logan CtF WO#: 25B0654 www.ChemtechFord.com Page 7 of 8Page 7 of 8 Page 8 of 8 The analyses presented on this report were performed in accordance with the National Environmental Laboratory Accreditation Program (NELAP) unless noted in the comments, flags, or case narrative. If the report is to be used for regulatory compliance, it should be presented in its entirety, and not be altered. Client Service Contact: 801.262.7299 Rockwell Solutions, Inc Attn: Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 Work Order: 25A1390 Project: UDOT Logan 1/28/2025 Approved By: Mark Broadhead, Project Manager 9632 South 500 West Sandy, Utah 84070 Serving the Intermountain West since 1953 801.262.7299 Main 866.792.0093 Fax www.ChemtechFord.com Page 1 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Sample ID: B-1, 5' Lab ID: 25A1390-01Matrix: Solid Flag(s)Units Analysis Date/Time Date Sampled: 1/16/25 9:10 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult Inorganic %1/21/251/21/250.1 CTF800078.4Total Solids MBTEXn mg/kg dry 1/21/251/21/250.01 EPA 8260D/5030BNDBenzene mg/kg dry 1/21/251/21/250.03 EPA 8260D/5030BNDEthylbenzene mg/kg dry 1/21/251/21/250.02 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/kg dry 1/21/251/21/250.03 EPA 8260D/5030BNDNaphthalene mg/kg dry 1/21/251/21/250.03 EPA 8260D/5030BNDToluene mg/kg dry 1/21/251/21/250.10 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/kg dry 1/21/251/21/250.319 EPA 8260B/C 5035A/[CALC]NDGasoline Range Organics Diesel Range mg/kg dry 1/22/251/22/2564EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 2 of 12Page 2 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Sample ID: B-2, 5' Lab ID: 25A1390-02Matrix: Solid Flag(s)Units Analysis Date/Time Date Sampled: 1/16/25 9:30 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult Inorganic %1/21/251/21/250.1 CTF800079.9Total Solids MBTEXn mg/kg dry 1/21/251/21/250.01 EPA 8260D/5030BNDBenzene mg/kg dry 1/21/251/21/250.03 EPA 8260D/5030BNDEthylbenzene mg/kg dry MS-Low, RPD-MSOut 1/21/251/21/250.02 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/kg dry 1/21/251/21/250.03 EPA 8260D/5030BNDNaphthalene mg/kg dry MS-Low, RPD-MSOut 1/21/251/21/250.03 EPA 8260D/5030BNDToluene mg/kg dry 1/21/251/21/250.09 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/kg dry 1/21/251/21/250.310 EPA 8260B/C 5035A/[CALC]NDGasoline Range Organics Diesel Range mg/kg dry 1/22/251/22/2563EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 3 of 12Page 3 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Sample ID: B-3, 4.5' Lab ID: 25A1390-03Matrix: Solid Flag(s)Units Analysis Date/Time Date Sampled: 1/16/25 9:45 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult Inorganic %1/21/251/21/250.1 CTF800073.4Total Solids MBTEXn mg/kg dry 1/22/251/22/250.01 EPA 8260D/5030BNDBenzene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDEthylbenzene mg/kg dry 1/22/251/22/250.02 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDNaphthalene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDToluene mg/kg dry 1/22/251/22/250.09 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/kg dry 1/22/251/22/250.286 EPA 8260B/C 5035A/[CALC]NDGasoline Range Organics Diesel Range mg/kg dry 1/22/251/22/2568EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 4 of 12Page 4 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Sample ID: B-4, 5' Lab ID: 25A1390-04Matrix: Solid Flag(s)Units Analysis Date/Time Date Sampled: 1/16/25 10:10 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult Inorganic %1/21/251/21/250.1 CTF800074.5Total Solids MBTEXn mg/kg dry 1/22/251/22/250.01 EPA 8260D/5030BNDBenzene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDEthylbenzene mg/kg dry 1/22/251/22/250.02 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDNaphthalene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDToluene mg/kg dry 1/22/251/22/250.10 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/kg dry 1/22/251/22/250.335 EPA 8260B/C 5035A/[CALC]NDGasoline Range Organics Diesel Range mg/kg dry 1/22/251/22/2567EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 5 of 12Page 5 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Sample ID: MW-1, 8' Lab ID: 25A1390-05Matrix: Solid Flag(s)Units Analysis Date/Time Date Sampled: 1/16/25 11:00 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult Inorganic %1/21/251/21/250.1 CTF800079.9Total Solids MBTEXn mg/kg dry 1/22/251/22/250.01 EPA 8260D/5030BNDBenzene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDEthylbenzene mg/kg dry 1/22/251/22/250.02 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDNaphthalene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDToluene mg/kg dry 1/22/251/22/250.08 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/kg dry 1/22/251/22/250.261 EPA 8260B/C 5035A/[CALC]NDGasoline Range Organics Diesel Range mg/kg dry 1/22/251/22/2563EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 6 of 12Page 6 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Sample ID: MW-2, 6.5' Lab ID: 25A1390-06Matrix: Solid Flag(s)Units Analysis Date/Time Date Sampled: 1/16/25 12:05 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult Inorganic %1/21/251/21/250.1 CTF800092.4Total Solids MBTEXn mg/kg dry 1/22/251/22/250.01 EPA 8260D/5030BNDBenzene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDEthylbenzene mg/kg dry 1/22/251/22/250.02 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDNaphthalene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDToluene mg/kg dry 1/22/251/22/250.08 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/kg dry 1/22/251/22/250.263 EPA 8260B/C 5035A/[CALC]NDGasoline Range Organics Diesel Range mg/kg dry 1/22/251/22/2554EPA 8015 C1650Diesel Range Organics Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 7 of 12Page 7 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Sample ID: MW-3, 14' Lab ID: 25A1390-07Matrix: Solid Flag(s)Units Analysis Date/Time Date Sampled: 1/16/25 13:40 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult Inorganic %1/21/251/21/250.1 CTF800071.1Total Solids MBTEXn mg/kg dry 1/22/251/22/250.01 EPA 8260D/5030BNDBenzene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDEthylbenzene mg/kg dry 1/22/251/22/250.02 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDNaphthalene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDToluene mg/kg dry 1/22/251/22/250.10 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/kg dry 1/22/251/22/250.345 EPA 8260B/C 5035A/[CALC]NDGasoline Range Organics Diesel Range mg/kg dry 1/22/251/22/2570EPA 8015 C116Diesel Range Organics Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 8 of 12Page 8 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Sample ID: MW-4, 7' Lab ID: 25A1390-08Matrix: Solid Flag(s)Units Analysis Date/Time Date Sampled: 1/16/25 15:00 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult Inorganic %1/21/251/21/250.1 CTF800077.7Total Solids MBTEXn mg/kg dry 1/22/251/22/250.01 EPA 8260D/5030BNDBenzene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDEthylbenzene mg/kg dry 1/22/251/22/250.02 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDNaphthalene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDToluene mg/kg dry 1/22/251/22/250.09 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/kg dry 1/22/251/22/250.303 EPA 8260B/C 5035A/[CALC]NDGasoline Range Organics Diesel Range mg/kg dry 1/24/251/24/2564EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 9 of 12Page 9 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Sample ID: MW-5, 6' Lab ID: 25A1390-09Matrix: Solid Flag(s)Units Analysis Date/Time Date Sampled: 1/16/25 16:30 Preparation Date/Time Sampled By: David Hansen Minimum Reporting Limit MethodResult Inorganic %1/21/251/21/250.1 CTF800078.3Total Solids MBTEXn mg/kg dry 1/22/251/22/250.01 EPA 8260D/5030BNDBenzene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDEthylbenzene mg/kg dry 1/22/251/22/250.02 EPA 8260D/5030BNDMethyl-tert-butyl ether (MTBE) mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDNaphthalene mg/kg dry 1/22/251/22/250.03 EPA 8260D/5030BNDToluene mg/kg dry 1/22/251/22/250.08 EPA 8260D/5030BNDXylenes, total Gasoline Range mg/kg dry 1/22/251/22/250.270 EPA 8260B/C 5035A/[CALC]NDGasoline Range Organics Diesel Range mg/kg dry 1/24/251/24/2564EPA 8015 CNDDiesel Range Organics Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 10 of 12Page 10 of 12 xx Chemtech-Ford Laboratories Serving the Intermountain West Since 1953 Certificate of Analysis 9632 South 500 West Sandy, UT 84070 O:(801) 262-7299 F: (866) 792-0093 www.ChemtechFord.com Rockwell Solutions, Inc Dave Hansen 718 East Bridger Lane Elk Ridge, UT 84651 PO#: Receipt: Date Reported: Project Name: 1/21/25 8:45 @ 0.6 °C 1/28/2025 UDOT Logan Report Footnotes Abbreviations ND = Not detected at the corresponding Minimum Reporting Limit (MRL). 1 mg/L = one milligram per liter or 1 mg/kg = one milligram per kilogram = 1 part per million. 1 ug/L = one microgram per liter or 1 ug/kg = one microgram per kilogram = 1 part per billion. 1 ng/L = one nanogram per liter or 1 ng/kg = one nanogram per kilogram = 1 part per trillion. On calculated parameters, there may be a slight difference between summing the rounded values shown on the report vs the unrounded values used in the calculation. Flag Descriptions MS-Low = Estimated low due to Matrix Spike recovery. RPD-MSOut = The RPD between MS and MSD is outside established control limits. Project Name: UDOT Logan CtF WO#: 25A1390 www.ChemtechFord.com Page 11 of 12Page 11 of 12 Page 12 of 12 BORING LOG Well No. DRILLING METHOD ____________________________________________ DRILLER / COMPANY ___________________________________________ TOTAL DEPTH ____________ WATER DEPTH _______ BORING DIAMETER _________ CASING DIAMETER _________ CASING MATERIAL ____________ SLOT SIZE __________ SURFACE ELEV. ____________ TOP OF CASING ELEV. ___________ LOGGED BY _____________________________________________ EP ( FT D TH .) E SAMPL S BLOWS ON S PLAMER SAMPLE R INTE VAL e (fe t)DESCRIPTION / SOIL CLASSIFICATION GRAPHIC LOG AND WELL CONSTRUCTION DEPTH 00 05 10 PID Direct Push Conner, Direct Push David Hansen 10’ 0-5 5-10 00 05 10 B-1 DATE: 1/16/2025 LOCATION: PROJECT: UDOT Station #136 730 W 200 North Logan, Utah 0 End of boring at 10 feet 5’ Gravelly Sand (SW), fine to coarse-grained, brown, damp Lean clay (OH), high plasticity, brown, damp Asphalt 0 BORING LOG Well No. DRILLING METHOD ____________________________________________ DRILLER / COMPANY ___________________________________________ TOTAL DEPTH ____________ WATER DEPTH _______ BORING DIAMETER _________ CASING DIAMETER _________ CASING MATERIAL ____________ SLOT SIZE __________ SURFACE ELEV. ____________ TOP OF CASING ELEV. ___________ LOGGED BY _____________________________________________ EP ( FT D TH .) E SAMPL S BLOWS ON S PLAMER SAMPLE R INTE VAL e (fe t)DESCRIPTION / SOIL CLASSIFICATION GRAPHIC LOG AND WELL CONSTRUCTION DEPTH 00 05 10 PID Direct Push Conner, Direct Push David Hansen 10’ 0-5 5-10 00 05 10 B-2 DATE: 1/16/2025 LOCATION: PROJECT: UDOT Station #136 730 W 200 North Logan, Utah 0 End of boring at 10 feet 5’ Gravelly Sand (SW), fine to coarse-grained, brown, damp Lean clay (OH), high plasticity, brown, damp Asphalt 0 BORING LOG Well No. DRILLING METHOD ____________________________________________ DRILLER / COMPANY ___________________________________________ TOTAL DEPTH ____________ WATER DEPTH _______ BORING DIAMETER _________ CASING DIAMETER _________ CASING MATERIAL ____________ SLOT SIZE __________ SURFACE ELEV. ____________ TOP OF CASING ELEV. ___________ LOGGED BY _____________________________________________ EP ( FT D TH .) E SAMPL S BLOWS ON S PLAMER SAMPLE R INTE VAL e (fe t)DESCRIPTION / SOIL CLASSIFICATION GRAPHIC LOG AND WELL CONSTRUCTION DEPTH 00 05 10 PID Direct Push Conner, Direct Push David Hansen 10’ 0-5 5-10 00 05 10 B-3 DATE: 1/16/2025 LOCATION: PROJECT: UDOT Station #136 730 W 200 North Logan, Utah 0 End of boring at 10 feet 5’ Gravelly Sand (SW), fine to coarse-grained, brown, damp Lean clay (OH), high plasticity, brown, damp Asphalt 0 Dark staining at 4.5’0 BORING LOG Well No. DRILLING METHOD ____________________________________________ DRILLER / COMPANY ___________________________________________ TOTAL DEPTH ____________ WATER DEPTH _______ BORING DIAMETER _________ CASING DIAMETER _________ CASING MATERIAL ____________ SLOT SIZE __________ SURFACE ELEV. ____________ TOP OF CASING ELEV. ___________ LOGGED BY _____________________________________________ EP ( FT D TH .) E SAMPL S BLOWS ON S PLAMER SAMPLE R INTE VAL e (fe t)DESCRIPTION / SOIL CLASSIFICATION GRAPHIC LOG AND WELL CONSTRUCTION DEPTH 00 05 10 PID Direct Push Conner, Direct Push David Hansen 10’ 0-5 5-10 00 05 10 B-4 DATE: 1/16/2025 LOCATION: PROJECT: UDOT Station #136 730 W 200 North Logan, Utah 0 End of boring at 10 feet 5’ Gravelly Sand (SW), fine to coarse-grained, brown, damp Lean clay (OH), high plasticity, brown, damp Asphalt 0 BORING LOG Well No. DRILLING METHOD ____________________________________________ DRILLER / COMPANY ___________________________________________ TOTAL DEPTH ____________ WATER DEPTH _______ BORING DIAMETER _________ CASING DIAMETER _________ CASING MATERIAL ____________ SLOT SIZE __________ SURFACE ELEV. ____________ TOP OF CASING ELEV. ___________ LOGGED BY _____________________________________________ EP ( FT D TH .) E SAMPL S BLOWS ON S PLAMER SAMPLE R INTE VAL e (fe t)DESCRIPTION / SOIL CLASSIFICATION GRAPHIC LOG AND WELL CONSTRUCTION DEPTH 00 05 10 PID Direct Push Conner, Direct Push David Hansen 15’ 0-5 5-10 00 05 10 MW-1 DATE: 1/16/2025 LOCATION: PROJECT: UDOT Station #136 730 W 200 North Logan, Utah 0 End of boring at 15 feet. Set well at 13’ 6’ Gravelly Sand (SW), fine to coarse-grained, brown, damp Lean clay (OH), high plasticity, dense, light brown, saturated Asphalt 0 1515 bentonite seal 10-20 silica sand .010" Screen road box 0 0 Silty clay (CL), high plasticity, brown, moist 0.010”PVC2”3” 100.00 BORING LOG Well No. DRILLING METHOD ____________________________________________ DRILLER / COMPANY ___________________________________________ TOTAL DEPTH ____________ WATER DEPTH _______ BORING DIAMETER _________ CASING DIAMETER _________ CASING MATERIAL ____________ SLOT SIZE __________ SURFACE ELEV. ____________ TOP OF CASING ELEV. ___________ LOGGED BY _____________________________________________ EP ( FT D TH .) E SAMPL S BLOWS ON S PLAMER SAMPLE R INTE VAL e (fe t)DESCRIPTION / SOIL CLASSIFICATION GRAPHIC LOG AND WELL CONSTRUCTION DEPTH 00 05 10 PID Direct Push Conner, Direct Push David Hansen 15’ 0-5 5-10 00 05 10 MW-2 DATE: 1/16/2025 LOCATION: PROJECT: UDOT Station #136 730 W 200 North Logan, Utah 0 End of boring at 15 feet. Set well at 15’ 7’ Gravelly Sand (SW), fine to coarse-grained, brown, damp Lean clay (OH), high plasticity, dense, light brown, saturated Asphalt 0 1515 bentonite seal 10-20 silica sand .010" Screen road box 0 0 0.010”PVC2”3” 100.53 0 BORING LOG Well No. DRILLING METHOD ____________________________________________ DRILLER / COMPANY ___________________________________________ TOTAL DEPTH ____________ WATER DEPTH _______ BORING DIAMETER _________ CASING DIAMETER _________ CASING MATERIAL ____________ SLOT SIZE __________ SURFACE ELEV. ____________ TOP OF CASING ELEV. ___________ LOGGED BY _____________________________________________ EP ( FT D TH .) E SAMPL S BLOWS ON S PLAMER SAMPLE R INTE VAL e (fe t)DESCRIPTION / SOIL CLASSIFICATION GRAPHIC LOG AND WELL CONSTRUCTION DEPTH 00 05 10 PID Direct Push Conner, Direct Push David Hansen 15’ 0-5 5-10 00 05 10 MW-3 DATE: 1/16/2025 LOCATION: PROJECT: UDOT Station #136 730 W 200 North Logan, Utah End of boring at 15 feet. Set well at 13’ 5’ Sand and gravel backfill in former tank basin Lean clay (OH), high plasticity, dense, light brown, saturated Asphalt 1515 bentonite seal 10-20 silica sand .010" Screen road box 0 0.010”PVC2”3” 99.29 BORING LOG Well No. DRILLING METHOD ____________________________________________ DRILLER / COMPANY ___________________________________________ TOTAL DEPTH ____________ WATER DEPTH _______ BORING DIAMETER _________ CASING DIAMETER _________ CASING MATERIAL ____________ SLOT SIZE __________ SURFACE ELEV. ____________ TOP OF CASING ELEV. ___________ LOGGED BY _____________________________________________ EP ( FT D TH .) E SAMPL S BLOWS ON S PLAMER SAMPLE R INTE VAL e (fe t)DESCRIPTION / SOIL CLASSIFICATION GRAPHIC LOG AND WELL CONSTRUCTION DEPTH 00 05 10 PID Direct Push Conner, Direct Push David Hansen 15’ 0-5 5-10 00 05 10 MW-4 DATE: 1/16/2025 LOCATION: PROJECT: UDOT Station #136 730 W 200 North Logan, Utah 0 End of boring at 15 feet. Set well at 13’ 5’ Gravelly Sand (SW), fine to coarse-grained, brown, damp Lean clay (OH), high plasticity, dense, light brown, saturated Asphalt 0 1515 bentonite seal 10-20 silica sand .010" Screen road box 0 0 0.010”PVC2”3” 98.48 BORING LOG Well No. DRILLING METHOD ____________________________________________ DRILLER / COMPANY ___________________________________________ TOTAL DEPTH ____________ WATER DEPTH _______ BORING DIAMETER _________ CASING DIAMETER _________ CASING MATERIAL ____________ SLOT SIZE __________ SURFACE ELEV. ____________ TOP OF CASING ELEV. ___________ LOGGED BY _____________________________________________ EP ( FT D TH .) E SAMPL S BLOWS ON S PLAMER SAMPLE R INTE VAL e (fe t)DESCRIPTION / SOIL CLASSIFICATION GRAPHIC LOG AND WELL CONSTRUCTION DEPTH 00 05 10 PID Direct Push Conner, Direct Push David Hansen 15’ 0-5 5-10 00 05 10 MW-5 DATE: 1/16/2025 LOCATION: PROJECT: UDOT Station #136 730 W 200 North Logan, Utah 0 End of boring at 15 feet. Set well at 13’ 4.5’ Gravelly Sand (SW), fine to coarse-grained, brown, damp Lean clay (OH), high plasticity, dense, light brown, damp Asphalt 0 1515 bentonite seal 10-20 silica sand .010" Screen road box 0 0 0.010”PVC2”3” 98.27