The Complaint That Triggered DEP Action

Community oversight played a pivotal role in this inspection. Robert Abrams, a Pennsbury resident, filed a formal complaint with DEP to ensure the district’s construction plans received proper environmental review. His concerns centered on whether the site contained wetlands and whether fill had already been placed in areas that should have been protected. News of the DEP visit was first revealed at Pennsbury’s Act 34 Hearing held on September 4, 2025.

DEP inspectors visited the site on August 28, 2025, and documented hydric soils, surface water, and fill material in suspected wetland areas. They also noted drainage infrastructure and soil samples consistent with wetland indicators. While no explicit violation was issued on the spot, DEP requested a formal wetland delineation before construction could proceed. This step is critical: under Pennsylvania’s Chapter 105 regulations, any encroachment on wetlands requires permits, mitigation, and strict erosion controls. Abrams’ complaint ensured that the district cannot bypass this process.

Wetlands and Hydric Soil: A Foundation Problem

The inspection report highlights the presence of hydric soils—a hallmark of wetlands. Hydric soils are saturated or flooded long enough to create anaerobic conditions, making them unsuitable for conventional construction foundations.

For a project of this scale—nearly half a million square feet across three stories—the risks are magnified:

• Structural instability: Hydric soils can shift, compress, or lose bearing capacity, undermining the stability of a large building.
  
• Drainage complications: Surface water and poor percolation increase the risk of flooding and long-term water damage.
  
• Regulatory exposure: Building on wetlands without proper permits can trigger enforcement actions, fines, and even orders to restore impacted areas.

Pennsbury’s plan to use a floating slab foundation adds another layer of complexity. While floating slabs are sometimes used on unstable soils, they are not a cure-all. On hydric soils, slabs can crack, tilt, or fail if water levels fluctuate or if fill material was improperly placed. For a three-story educational facility, the margin for error is slim.

The Scale of the Project Meets Environmental Reality

The proposed Pennsbury High School is not a modest addition—it is a 495,000-square-foot, three-story building intended to consolidate and modernize the district’s facilities. Such a project requires not only architectural vision but also geotechnical certainty.

Building on hydric soils raises several pressing issues:

• Load-bearing capacity: A structure of this size exerts enormous pressure on the ground. Without engineered stabilization, hydric soils cannot reliably support the weight.
  
• Long-term maintenance costs: Even if construction proceeds, ongoing settlement and water intrusion could lead to costly repairs, undermining taxpayer investment.
  
• Environmental impact: Wetlands serve as natural flood buffers and habitats. Filling or altering them can disrupt ecosystems and increase flood risks for surrounding neighborhoods.

The DEP’s insistence on delineation is not a bureaucratic delay—it is a safeguard against environmental damage and structural failure.

What Compliance Will Require

To move forward, Pennsbury School District must take several concrete steps:

• Commission a wetland delineation study: A qualified consultant must map and classify the wetlands on site. This will determine the extent of regulatory oversight.
  
• Secure Chapter 105 permits: If wetlands are confirmed, the district must apply for permits to impact them, including mitigation plans such as creating or restoring wetlands elsewhere.
  
• Reassess foundation design: Engineers must evaluate whether a floating slab is viable on hydric soils or whether alternative foundation systems (such as deep piles or soil stabilization) are required.
  
• Implement erosion and sediment controls: Construction near wetlands demands strict runoff management to prevent downstream impacts.
  

These steps are not optional. Without them, DEP could halt construction, impose penalties, or require costly remediation.

Conclusion: A Path Forward for Pennsbury

The DEP inspection, prompted by Robert Abrams’ complaint, has placed Pennsbury’s high school project under a necessary spotlight. The discovery of hydric soils and potential wetlands means the district cannot simply proceed with its ambitious 495,000-square-foot, three-story building on a floating slab foundation without addressing environmental and engineering realities.

To come into compliance, Pennsbury must conduct a full wetland delineation, secure permits, and reassess its foundation strategy. Only by aligning its construction plans with environmental regulations and soil science can the district ensure that its new high school is both legally sound and structurally safe.

The lesson here is clear: large-scale development requires not just vision, but vigilance. By respecting wetlands and addressing hydric soil challenges head-on, Pennsbury can build a school that stands the test of time—without compromising the environment or community trust.

The post Pennsbury High School Project Faces DEP Scrutiny Over Wetlands Concerns first appeared on Pennsbury411.

Community Members Confront Facilities Committee

The Pennsbury School Board utilizes sub-committees to assist in overseeing district administration. Members of the Facilities committee include long-standing board members Linda Palsky and Chip Taylor, as well as unelected appointee Donna Petrecco, who is stepping down to pursue a county office position. Pennsbury resident Robert Abrams has raised concerns about the structural integrity of the planned building, citing geological testing results that indicate the soil is predominantly sand, silt, and water. Abrams emphasized that these conditions necessitate a comprehensive reevaluation of the foundation, which is currently designed as a floating slab for the 495,000 square-foot structure. Moreover, he highlighted that the required remediation to prepare the land for construction will incur millions in additional costs, which are not reflected in the current budget forecast.

Abrams shifted his focus to what he views as underestimated cost projections. In previous meetings, he highlighted that high school construction projects at North Penn School District and Perth Amboy School District, designed for similar student populations, had cost estimates more than 30% higher than those presented by Pennsbury. Additionally, Abrams pointed out that the Council Rock School District is considering a new high school to replace its North High School at the same estimated cost as Pennsbury’s project, despite the Council Rock build being 30% smaller in occupancy. Comparatively, Council Rock’s project is estimated at 380,000 square feet for 1,900 students, with an all-in construction cost of approximately $704 per square foot. In contrast, Pennsbury’s all-in cost per square foot is currently projected at around $544. The video below from Council Rock outlines discussions regarding the cost estimates for their new high school.

Pennsbury High School Budgeting Updates Challenged

Pennsbury resident Jennifer Metzger, a professional tax accountant, spoke up to scrutinize the latest projected budget estimates. Metzger highlighted significant discrepancies between earlier budget submissions and the most recent documents, emphasizing the absence of supporting details for the notable changes. She specifically focused on the $6 million reduction in the Natatorium budget line, pointing out that this adjustment was made without any accompanying justification or documentation.

Following Metzger’s public comment, SiteLogiQ representatives presented their revised budget estimates. During the presentation, they frequently referred to the fact that the original budget was inherited from another organization. However, they offered limited details regarding the reasoning behind their budget modifications. Additionally, they acknowledged that Abrams’ concerns about the foundation would likely necessitate a future adjustment to the costing. The SiteLogiQ presentation can be viewed below.

PHS East Building Needs New Roof

As Pennsbury moves forward with plans for the new high school building, critical repairs remain necessary for the existing facilities, particularly at PHS East. D’Huy Engineering presented its findings regarding the roof inspection at PHS East during the recent meeting. The firm outlined several repair options for the Board’s consideration, ranging from a complete roof replacement costing ~$5.4 million—which includes warranty coverage—to a less expensive patching plan estimated at ~$1.1 million, which lacks warranty protection. Online research suggest that the lifespan of a leak path repair can range from 1 year to 5 years, which is why roofers do not offer warranties for such work.

Under the proposed construction timeline, these expensive repairs would be applied to PHS East to ensure its usability for an additional five years. The discussion stretched for nearly 25 minutes, with School Board members struggling to grasp the severity of the issue and raising ineffective questions to both vendors and district administrators.

The newly identified costs are unexpected and were not included in prior budget estimates. During the meeting, there was no discussion regarding the funding source for these repairs—whether they will be drawn from the Capital Projects Fund or necessitate additional borrowing. Regardless of the approach, these repairs at PHS East represent a temporary solution that will ultimately impose a substantial financial burden on taxpayers.

The post New Pennsbury High School Cost Comes Under Fire first appeared on Pennsbury411.

Wetlands Delineation Work Initiated

Emails obtained by this organization reveal a chain of communications initiated on March 18, 2025, by Facilities Director George Steill. The email thread includes participants such as the PHS building architects from KCBA, as well as representatives from Terraform Engineering and Valley Environment Services.

Valley Environmental Services submitted proposal #2863, which seems to have been approved and signed upon receipt. According to the communications, the survey was conducted on March 27, 2025. Interestingly, despite the recent email chain, the signed and accepted proposal was originally submitted to Pennsbury on July 17, 2024.

Geological Studies Reviewing Soil and Water Levels

On May 15, 2023, Pennsbury engaged Earth Engineering Incorporated (EEI) to conduct a geological study of the proposed construction site. The project’s scope encompassed a field investigation, a study of the site conditions, laboratory testing of soil samples collected during the field investigation, and a preliminary geotechnical engineering analysis. Below is the report Pennsbury received in August 2023 summarizing the study’s findings.

Per the report, in Section IV on Page 3, EEI states that on July 13, 2023, it conducted boring drilling to a depth of 20 feet. No auger refusal or hard augering conditions were encountered, indicating the absence of bedrock or weathered rock formations. Groundwater was found at depths of 13 to 15 feet in three boring locations, while five of the six borings identified groundwater at depths ranging from 6.5 to 13.5 feet.

In Section VI on Page 6, EEI highlights that the soil encountered at the 20-foot depth primarily consists of silt and sand, ranging from very loose to medium density. Furthermore, Section VI on Page 7 notes that the planned construction area is likely to face groundwater challenges, necessitating dewatering measures such as diversion ditches, cofferdams, underdrains, and/or pumps. Finally, in Section X on Page 10, EEI emphasizes that well points will need to be established at an elevation deeper than the excavation depth, with re-establishment of the well points likely required during construction.

In the report, EEI advises that the soft and loose residue identified in the borings will necessitate a review of unstable areas before any structural fill is placed. All soft or loose fill material and natural soils are recommended to be removed and replaced with structural fill. EEI states that undercutting or stabilization should be anticipated. EEI further recommends conducting additional test borings once foundation loads and elevations are established in order to provide a final foundation design recommendation. These details, as noted in Section III on Page 3, were not available prior to the assessment.

A second geological study is currently underway, being conducted by David Blackstone & Associates (DBA). Requests for proposals (RFPs) were distributed in January 2025, with five participants—including EEI—submitting bids. Ultimately, DBA was selected as the new vendor. According to witness accounts, DBA began its property assessments on March 11, 2025.

As part of the study, DBA plans to drill 39 borings to a depth of 30 feet across the property. However, a concerning discrepancy arises in their proposal: the “Proposed Construction” section describes the building as a “new 1 to 2.5 story high school building,” while presentations shared with the Pennsbury community indicate plans for a 3.5-story building.

A copy of DBA’s proposal is available for review below.

Why Does A Wetlands Determine Matter?

The determination of wetlands could necessitate a reassessment of the foundation planned for the construction site. In cases where the land is highly waterlogged, drilling may need to extend to depths of 50 to 100 feet. To ensure the building’s stability and safety, while also withstanding strong wind gusts and seismic activity, deep pilings and soil stabilization may be required.

Additionally, a wetlands delineation would mandate coordination with the Pennsylvania Department of Environmental Protection (DEP) for permit approval. Activities that alter wetlands, streams, or floodways are regulated under Chapter 105 of the Water Obstruction and Encroachment regulations. This review process could significantly delay the project’s launch and lead to added expenses for reengineering the foundation plan, along with substantial cost increases to construct the modified foundation required to comply with wetlands regulations.

If the project impacts wetlands, Pennsbury may also need to implement mitigation measures approved by DEP, such as creating or restoring wetlands elsewhere. The U.S. Army Corps of Engineers might need to be involved as well, particularly for projects requiring 404 permits under the Clean Water Act.

Regardless of DEP’s determinations, the previous Geological Assessment raises concerns about potentially unstable land that will require modifications to safely support a 500,000-square-foot building on a floating slab. With approximately 3,500 individuals—comprising staff, students, and visitors—expected in the building daily, prioritizing the safety and stability of the construction is paramount.

The post Pennsbury Initiating Wetlands Assessment On Proposed New HS Grounds first appeared on Pennsbury411.