Tetra Tech BAS, Inc.
21700 Copley Drive, Suite 200, Diamond Bar, CA 91765
Tel 909.860.7777 tetratech.com
March 13, 2025
Mr. Noah Westbury, MPA, REHS
Supervising Environmental Health Specialist
Department of Public Health
Division of Environmental Health Services
385 N. Arrowhead Avenue, 2nd Floor
San Bernardino, CA 92415
RE: Submittal of Intrusive Waste Limits Investigation and Waste Characterization Work Plan at the Waterman Landfill (SWIS No. 36-CR-0059) in San Bernardino, CA - Notice and Order No. 24-001 Dated August 28, 2024
Dear Mr. Westbury,
Tetra Tech has prepared this Intrusive Waste Limits Investigation and Waste Characterization Work Plan (Work Plan), on behalf of the City of San Bernardino (City) who is the Owner/Operator of the pre- regulations, closed Waterman Landfill (Site) with Solid Waste Information System (SWIS) Number 36-CR- 0059. This Work Plan was developed in response to the San Bernardino County Department of Public Health Division of Environmental Health Services’ Notice and Order (N&O) Number 24-001, dated August 28, 2024. The N&O stipulates that the City of San Bernardino conduct an intrusive investigation of the current boundaries of the Waterman Landfill and any other City-owned land adjacent to all other possible landowners to determine the limits of waste and to characterize any waste discovered during the intrusive investigation. This Work Plan has been prepared for the Local Enforcement Agency (LEA) review and approval prior to the field investigation taking place.
1.0 City of San Bernardino Owned Land
The intrusive waste limits investigation will be performed only within land owned by the City. The City owned land and right of way are marked on Attachment 1. The intrusive waste limits investigation will extend into Vanderbilt Way and Carnegie Drive as these streets are owned and maintained by the City.
The intrusive waste limits investigation will not extend into the Flood Control Right of Way north of the Site as this land is owned by the San Bernardino County Flood Control District.
2.0 Background
According to previous waste characterization studies at this landfill, including the Limited Historical Assessment Report prepared by Ninyo & Moore on behalf of California's Department of Resources Recycling and Recovery (CalRecycle) in 2022, the refuse is composed of mostly construction debris and municipal solid waste. Refuse was placed by excavation of 20 to 25 foot deep trenches, with soil borrow reused as cover material. Existing soil cover is estimated at 6 to 14 feet thick. The landfill may contain highly variable mixtures of refuse and soil based on waste characterization studies between 1981 and 1985. A waste characterization study completed in 1987 concluded that there was no evidence of disposal of industrial hazardous waste at the site. The 1995 Closure and Post-Closure Maintenance Plan for a Portion of the Inactive Waterman Landfill, prepared by SCS Engineers, stated that the landfill originally occupied approximately 30 acres. In late 1983 and early 1984, the southern 6 acres of the original landfill site were removed and replaced with compacted soil fill. The specific limits of the 6 acres Mr. Noah Westbury, MPA, REHS
RE: Submittal of Intrusive Waste Limits Investigation and Waste Characterization Work Plan at the Waterman Landfill (SWIS No. 36-CR-0059) in San Bernardino, CA - Notice and Order No. 24-001
March 13, 2025
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that was subject to refuse removal is unclear. However, it is understood that the refuse under what is now the Fire Station building footprint was removed prior to the Fire Station being built. Based on background information and historical imagery, it is suspected that the landfill waste footprint extends north, south, and west of the current Site property boundaries. A small portion of the parking lot east of the landfill is thought to sit within the landfill waste limits. The closed Blackland Landfill (36-CR-0070) is located just west of the Waterman Landfill. According to previous reports, there are City records listing the Blackland Landfill as being clean closed. However, there have been no documents found indicating specific limits of the Blackland Landfill waste removal and clean closure, and the Site is not recognized as clean closed by CalRecycle. An interim probe network was installed around the presumed landfill boundary after closure for waste acceptance with additional cover improvements being performed in 1985. The current probe network was installed in 2003 concurrent with construction of the Landfill Gas Collection and Control System (LFGCCS) and final cover. Construction was completed in 2005. Additional monitoring probes and landfill gas extraction wells have been added since initial construction in order to increase the effectiveness of the monitoring network and provide additional methane mitigation.
In addition, on March 16, 2018, Southwest Geophysics, Inc. conducted a geophysical survey along the southern boundary of the site to assess the extent of waste limits (Ninyo & Moore, 2022). The investigation employed an electromagnetic survey to identify subsurface anomalies that could indicate the presence of waste. However, the presence of surface and buried utilities near East Carnegie Drive interfered with the signal responses during the investigation. As a result, the findings of the geophysical survey were deemed inconclusive in determining the southern extent of the waste limits. Nevertheless, recommendations were made to further investigate the area through trench excavation and/or drilling methods.
Additionally, per the 2022 Limited Historical Assessment Report conducted by Ninyo & Moore:
1. “Available background information collectively suggests that the lateral extent of wastes at the Waterman Landfill does not appear to be consistent and more importantly adequately delineated and the basis for the currently assumed lateral extent of the wastes is unexplained and appears to be based in part on land parcels. It appears that wastes extend beyond the assumed waste disposal site as indicated in the SWIS database and background documents”.
2. “Based on available information, it appears that the lateral (and vertical) extent of the Blackland/Waterman landfill has not been adequately delineated. Background information, particularly review and interpretation of the historical aerial photographs suggests wastes extend beyond the currently assumed lateral extent of the Waterman Landfill-north and -south”.
3. “Review and interpretation of historical aerial photographs and field observations of the pavement in the parking lot area “South of Carnegie Drive” suggest wastes extend an unknown distance south of Waterman Landfill. This may explain the elevated methane gas concentrations at LFG well GP-5R which may be related to the presence of wastes in this area; however, the boring log for the well did not indicate the presence of wastes”. Based on the information, further testing must be conducted to determine if the probe should be considered a compliance probe.
It should be noted that the 2022 Limited Historical Assessment Report conducted by Ninyo & Moore addresses the entire landfill and was not limited to City owned property. It should be further noted that per the LEA approved Compliance Schedule, a separate Final Probe Mitigation Work Plan will be submitted to address issues related to the landfill gas perimeter probe monitoring network. The Final Probe Mitigation Work Plan will be submitted under a separate cover once this intrusive waste limits investigation is completed.
Mr. Noah Westbury, MPA, REHS
RE: Submittal of Intrusive Waste Limits Investigation and Waste Characterization Work Plan at the Waterman Landfill (SWIS No. 36-CR-0059) in San Bernardino, CA - Notice and Order No. 24-001
March 13, 2025
3 of 5
3.0 Field Investigation
In order to determine the limits of waste within City owned property, field investigation activities will include a geophysical survey, a perimeter trenching survey and drilling of exploratory borings.
Given the available historical records and the results of previous investigations, the limits of waste are likely to coincide closely with the west, north and east property boundaries of assessors parcels 028134104 and 028134110 as shown on Attachment 1 and 2. Although, it is possible that the waste may extend beyond these limits onto adjacent non-City owned parcels. To the south, the waste limits are less clearly understood, and although the southern waste boundary has historically been depicted as being within the limits of assessors parcels 028134104 and 028134110, there is the possibility that it could extend beneath and laterally beyond the Carnegie Drive and/or Vanderbilt Way, both of which are owned by the City. A combination of geophysical survey and exploratory trenches is considered the optimal method to define waste limits along the perimeter of parcels 028134104 and 028134110 where there is less concern regarding the presence of underground utilities. However, given the inherent concerns regarding the variety of underground utilities beneath the rights-of-way for Carnegie Drive and Vanderbilt Way, exploratory borings will be used as the primary exploratory tool in these areas.
3.1 Pre-Field Activities
Prior to initiation of any intrusive field activities:
• A site-specific health and safety plan will be prepared, identifying potential site and investigation related hazards, and associated mitigation measures;
• Property boundaries will be marked in the field through survey; • Underground Service Alert will be notified and all trenching and drilling locations marked; • A geophysical survey will be conducted at boring locations to ensure each location is clear of any underground utilities;
• Any necessary Right-of-Way and Encroachment permits will be obtained from the City; and • A traffic control plan will be prepared for work occurring within the street.
3.2 Geophysical Survey
Based on a review of the boring logs related to the drilling activities for the installation of landfill gas extraction wells and perimeter gas probes. The cover material primarily consists of imported clay, which is underlain by a silty sand mixed with waste materials such as wood, plastic, and paper. Typically, clay-rich materials yield higher conductivity, while waste materials like wood, plastic, and paper intermixed with silty sand tend to produce lower conductivity responses. Given the characteristics of the underlying materials at the site, a licensed geophysicist will conduct a geophysical survey using a Geonics EM-31 terrain conductivity meter (EM-31) to delineate the extent of waste limits along the northern and eastern property boundaries.
A maximum of five transects, each 300 linear feet long, will be established at six-foot intervals in a diagonal pattern traversing along the northern and eastern property boundaries. Each transect will feature 50 transmitter coils that induce circular eddy currents, generating a magnetic field in the subsurface related to conductivity. The EM-31 equipment will be calibrated by establishing a transect in an area known to contain waste or in a location confirmed to be free of waste.
Mr. Noah Westbury, MPA, REHS
RE: Submittal of Intrusive Waste Limits Investigation and Waste Characterization Work Plan at the Waterman Landfill (SWIS No. 36-CR-0059) in San Bernardino, CA - Notice and Order No. 24-001
March 13, 2025
4 of 5
The geophysicist will produce a report detailing the findings, including figures that illustrate conductivity values associated with both cover and waste materials. The results of the geophysical survey will be validated through subsequent excavation activities. Transects will not be established along the western property line due to potential interference from the metal chain link fence.
3.3 Exploratory Trenching
Exploratory trenches will be excavated perpendicular to the currently estimated limits of waste, and/or property limits, where appropriate. Proposed trench locations are shown on Attachment 2. Locations shown are preliminary and may be adjusted in the field based on conditions encountered. Trenching will be performed with a standard backhoe or excavator and will begin within 10 feet of the currently estimated limits of waste or property limits, proceeding inward or outward from the initial location depending on the materials encountered. Trenches will be 2 feet wide and have a maximum depth of 16 ft bgs (cover thickness is estimated to be 6 to 14 feet) and be excavated to a maximum of length of 20 feet. No trench will extend beyond the City’s property boundary. Once encountered, waste will be photo documented, and a description of the material entered into the trench/excavation log. Other than for logging purposes, no waste will be disturbed, and no trench excavations will extend vertically into the waste mass. Waste materials in the trenching bucket, after logging, will be placed back at the base of the trench as backfill. Clean soil and/or clean overburden soil will be stockpiled separately from any encountered waste materials. Trench backfill material will be compacted with the backhoe bucket. The surface of the trenched area will be restored to its original condition. Trench limits will be marked upon backfilling and all locations surveyed upon completion of field activities. Subsurface conditions encountered during trenching will be logged by a geologist using the Unified Soil Classification System [USCS (ASTM Method D2488)].
3.4 Exploratory Borings
Exploratory borings will be drilled within the rights-of-way of Carnegie Drive and Vanderbilt Way as necessary given the results of the trenching activities (see Attachment 2). These borings will be drilled to the depth at which waste is encountered or a maximum depth of 25 feet. A hollow-stem auger drill rig equipped with 8-inch hollow-stem augers will be used to advance boreholes into the subsurface. A split spoon sampler will be used during auger advancement to collect a continuous core for borehole logging.
The locations shown on Attachment 2 may be adjusted in the field based on field conditions encountered, the presence of underground utilities, permit restrictions and/or the results of previously placed trenches and boreholes. Step-in and step-out borings will be drilled five to ten feet from the initial boring depending on whether waste is identified at a particular location. No borings will be drilled beyond the limits of the City owned property. Subsurface conditions encountered during drilling will be logged by a geologist using the Unified Soil Classification System [USCS (ASTM Method D2488)]. All borings shall be backfilled with bentonite/cement material and temporarily repaired with asphalt cold patch until final street repairs are performed and overseen by the City.
3.5 Waste Characterization
Any waste encountered during exploratory trenching and boring activities will be visually characterized and logged by a geologist. Waste encountered during the drilling of exploratory borings will be placed in 55-gallon drums for disposal at a local landfill. Analytical testing of encountered waste and/or drill cuttings will be performed only as needed to facilitate off-site disposal.
Mr. Noah Westbury, MPA, REHS
RE: Submittal of Intrusive Waste Limits Investigation and Waste Characterization Work Plan at the Waterman Landfill (SWIS No. 36-CR-0059) in San Bernardino, CA - Notice and Order No. 24-001 March 13, 2025
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4.0 Reporting
Upon completion of field activities and receipt of associated data, a Report of Findings will be prepared for submittal to the LEA. The report will include the following:
• A historical background of the site and objectives/goals; • A narrative description of the field activities performed and any deviations from the planned activities described in the work plan;
• A summary of the findings of the Intrusive Waste Limits Investigation and conclusions regarding whether the goals of the investigation have been met;
• A scaled site map showing previous and current investigation trenches, borings and probe locations;
• A scaled site map showing the lateral limits of waste (if identified), at least within the limits of City property; and
• Trench logs and boring logs.
In the meantime, if you have further concerns or comments, please contact the undersigned at [email protected] or (951) 836-0025.
Sincerely,
Sami H Ayass, P.E.
Director, Engineering and Field Services
Methane Gas Group
Tetra Tech
cc: Ms. Lourdes Laninovich, LEA
Lynn Merrill, City of San Bernardino
Ernesto Salinas, City of San Bernardino
Matthew Fisher, City of San Bernardino
Ghassan Andraos, Tetra Tech
Paul Stout, P.E., Tetra Tech
Sam AbuShaban, P.E., Tetra Tech
Yousef Ibrahim, Tetra Tech
Kendra Kent, Tetra Tech
Attachments: Attachment 1 – City of San Bernardino Owned Land (Property Maps) Attachment 2 – Waterman Landfill – Proposed Trenching and Boring Locations Attachment 3 – LEA Letter – Waterman Landfill (SWIS No. 36-CR-0059) Compliance Schedule Approval
Attachment 4 – Waterman Landfill – Notice and Order, Dated August 28, 2024
ATTACHMENT 1: CITY OF SAN BERNARDINO OWNED LAND
(PROPERTY MAPS)