SWPPP Design, Inspection, and Compliance Services in New York State

SWPPP Design, Inspection, and Compliance Services in New York State

Costich Engineering, Land Surveying and Landscape Architecture, D.P.C. provides Stormwater Pollution Prevention Plan (SWPPP) services that support project compliance from initial design through construction closeout. Our civil engineering staff assists clients with SWPPP preparation in accordance with the New York State Stormwater Management Design Manual, New York State Department of Environmental Conservation (NYSDEC) State Pollutant Discharge Elimination System (SPDES) permit documentation, erosion and sediment control planning, construction-phase inspections, reporting, and coordination with contractors, owners, municipalities, and review agencies.

Costich has completed well over 1,000 SWPPP-related inspections, reports, and compliance assignments across New York State. Our experience spans commercial, municipal, recreational, industrial, residential, telecommunications, and public infrastructure projects. As a New York State, City of Rochester, and Monroe County certified Woman-Owned Business Enterprise (WBE), Costich also helps project teams meet MWBE participation goals on publicly funded work.

Our SWPPP Services

SWPPP review and permit documentation. Costich reviews project plans, site disturbance limits, drainage patterns, stormwater management requirements, and applicable NYSDEC SPDES General Permit criteria to prepare or support SWPPP documentation. This work may include preparation of SWPPP reports, SPDES permit materials, erosion and sediment control plans, inspection reports, and stormwater-related plan coordination. Because our staff also performs hydraulic calculations, water quality and quantity design, and site grading design, stormwater compliance is integrated into the project rather than treated as a standalone paperwork exercise.

Construction-Phase SWPPP Inspections. During construction, Costich provides SWPPP inspections to review site conditions, erosion and sediment control measures, construction sequencing, disturbed areas, stabilization practices, and compliance with approved plans and permit requirements. The SPDES General Permit requires qualified inspections at regular intervals while soil disturbance is active, and inspection records must be maintained on site. Our inspection services help owners and contractors keep that documentation current and address field conditions as construction progresses.

Erosion and Sediment Control Monitoring. Costich observes and documents the installation, maintenance, and performance of erosion and sediment control practices identified in the approved SWPPP. These measures commonly include stabilized construction entrances, silt fence, inlet protection, stockpile stabilization, temporary seeding, and permanent stabilization. When deficiencies are identified, our team coordinates with contractors to recommend corrective actions and documents the resolution, keeping the project’s compliance record complete and defensible.

Reporting, Coordination, and Notice of Termination. Costich prepares inspection reports, maintains SWPPP documentation, tracks corrective actions, and coordinates with project teams, contractors, owners, and review agencies throughout construction. At project closeout, we assist with final stabilization review, permit closeout documentation, and the Notice of Termination (NOT) process that formally ends SPDES permit coverage. Closing out a permit correctly protects owners from ongoing liability and lingering compliance obligations after construction is complete.

Why Work with Costich on Stormwater Compliance. Costich does not perform construction. We serve as the designer, oversight provider, and compliance monitor, which means our documentation reflects an independent professional review of site conditions. Our integrated approach, combining design experience with field inspection, helps project teams maintain compliance, document site conditions accurately, and respond efficiently as conditions change during construction. Contact our team to discuss SWPPP support for your next project.

FAQ (Frequently Asked Questions)

A Stormwater Pollution Prevention Plan is a site-specific document that identifies how a construction project will prevent sediment and pollutants from leaving the site and entering nearby waterways. In New York State, most construction activities that disturb one acre or more of land require coverage under the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity, and a SWPPP is a core requirement of that coverage. The plan describes erosion and sediment control practices, stormwater management measures, inspection procedures, and the responsibilities of the parties involved.

A SWPPP is generally required for construction activities that disturb one acre or more of soil, which triggers coverage under the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity. Smaller sites may also require a SWPPP if they are part of a larger common plan of development or if a local municipality imposes its own stormwater requirements.

Under the current SPDES General Permit, qualified inspections are typically required at least once every seven calendar days while soil disturbance is ongoing. For sites with five or more acres of disturbance, inspections are required twice within each seven-day period, with at least 48 hours between inspections. Twice-weekly inspections may also apply to smaller sites when an impaired waterbody is present, at the discretion of the local municipality. The approved SWPPP for each project defines the specific inspection schedule and documentation requirements.

SWPPP inspections must be performed by a qualified inspector as defined by the NYSDEC SPDES General Permit, which generally means someone trained in erosion and sediment control principles working under the direction of appropriate professional oversight. Costich provides qualified inspection staff supported by licensed professional engineers.

Once final stabilization is achieved, the owner or operator files a Notice of Termination with NYSDEC to end SPDES permit coverage. Costich assists with the final stabilization review and closeout documentation needed to support that filing.

Yes. Costich provides SWPPP design, inspection, and compliance services for projects throughout New York State.

West Henrietta Road Delta Sonic Car Wash

Delta Sonic West Henrietta carwash facility showing redesigned circulation, landscape plantings with ornamental grasses, and improved sight lines at sunset.

West Henrietta Road Delta Sonic Car Wash

2970 West Henrietta Rd, Rochester, NY 14623

Client: Benderson Development
Construction Completion: Summer 2026

Project Services: Land Survey, Landscape Architecture, Civil Engineering, Schematic Design, Design Development, Construction Documentation & Construction Observation

 

Improving Site Circulation and Regulatory Compliance at a High-Traffic Intersection

Benderson Development faced a persistent operational challenge at the Delta Sonic carwash facility at 2970 West Henrietta Road in Rochester, New York. The site suffered from entry conflicts, constrained parking flow, and sight line obstructions that created friction during operations and contributed to congestion at the busy West Henrietta and Mount Hope intersection. The problem wasn’t just about moving cars through the property more efficiently. It was about reducing pressure on a major neighborhood intersection and improving the facility’s ability to serve customers without creating bottlenecks.

Integrated Design Across Disciplines

Costich’s approach required civil engineering, surveying, and landscape architecture to work as a single team, not separate disciplines. The civil engineers redesigned the site circulation, reconfigured drive lanes, and adjusted grading to eliminate entry conflicts and improve sight lines at critical decision points. The surveyors provided precise stakeouts and as-built documentation throughout construction to ensure the design intent was executed in the field. The landscape team positioned plantings strategically to enhance visibility without sacrificing site character.

Parallel to circulation redesign, Costich integrated stormwater management directly into the site geometry. Rather than adding detention ponds or surface features as afterthoughts, the team designed underground detention systems, rainwater collection infrastructure, and bio-retention areas that worked within the new circulation pattern. This integration meant the site could improve operationally while meeting NYSDEC compliance requirements without requiring additional land or creating visual clutter.

Regulatory Coordination

A project of this scope required Costich to navigate submissions and approvals across multiple agencies with overlapping jurisdictions: the Monroe County Water Authority for backflow prevention and water main certification, the Monroe County Department of Health for sanitary and potable water systems, the New York State Department of Transportation for road entrance permits and ongoing inspections, and the Town of Henrietta for site plan modifications under the Mixed-Use Redevelopment Area Overlay District.

Costich maintained continuous SWPPP compliance throughout construction, conducting regular inspections and producing detailed reports to ensure that site work itself did not create environmental risk. Managing these parallel approval processes required coordination, documentation, and the ability to respond quickly to agency comments without derailing the overall timeline.

Outcomes

Site plan approval was granted in October 2024. Construction proceeded through late 2024 and into 2026, with the facility operational as of June 2026. The improvements have proven significant. Traffic flow within the property is measurably better, reducing the time vehicles spend navigating entry, parking, and exit sequences. More importantly, the improved site circulation has reduced congestion at the West Henrietta and Mount Hope intersection itself. The surrounding commercial area benefits from a facility that no longer creates bottlenecks during peak periods.

This project demonstrates Costich’s ongoing partnership with Benderson Development and Delta Sonic. It also illustrates how coordinated site engineering solves multiple problems simultaneously: operational efficiency, regulatory compliance, and neighborhood impact.

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Additional Information

Learn more about this project by going to the Town of Henrietta website: 
Delta Sonic Carwash Modification | Henrietta NY

 

Learn more about this project by going to Delta Sonic’s website: 
Car Wash, Oil Change & Auto Detailing in Henrietta, NY | Delta Sonic

 

Sydor Optics 40 Jetview Drive Production Facility

Sydor Optics – 40 Jetview Drive Production Facility

40 Jetview Drive, Chili, NY 14624

Site is Approximately 27.066 +/- Acres of Which 20+/- Acres Will Be Disturbed By Construction

Client: Sydor Optics
Construction Completion: ongoing

Project Services: Land Survey, Landscape Architecture, Civil Engineering, Schematic Design, Design Development, Construction Documentation & Construction Observation

 

Project Background

Sydor Optics is one of Rochester’s most recognized precision manufacturers, supplying flat optical components to aerospace, defense, semiconductor, and medical industries worldwide. When the company moved forward with plans for a new 100,000-square-foot production facility in Chili, New York, they needed a civil engineering partner who could manage the full scope of design, environmental review, and municipal approvals.

Costich Engineering delivered that scope from the ground up.

The new facility at 40 Jetview Drive sits across the street from Sydor’s existing campus at 31 Jetview Drive and will double the company’s current manufacturing footprint. The project is currently under construction, with earthwork underway and completion targeted for 2027.

What Costich Did

Site work for a project of this scale requires coordination across multiple agencies, tight sequencing of approvals, and design that accounts for real site constraints. The Costich team handled all of it.

On the civil side, the work included full site development plans covering grading and erosion control, utility layout, stormwater management, pavement design, and site profiles. A new dedicated access road, Sydor Way, was established off Jetview Drive as part of a subdivision of the remaining parcel into three lots. Stormwater infrastructure was designed on the east side of the site, consistent with the property’s natural drainage pattern, and supported by a SWPPP and Notice of Intent filed with the NYSDEC.

On the approvals side, Costich prepared and submitted the Full Environmental Assessment Form for SEQRA review, coordinated submissions to the Greater Chili Outside Sewer District, Monroe County Water Authority, and Monroe County Department of Health, and secured Planning Board and Zoning Board of Appeals approvals through the Town of Chili.

Landscape architecture services included schematic design options with supporting precedent materials, with outdoor gathering space incorporated near the building’s office and conference areas.

Construction administration is ongoing, including NYSDEC-required SWPPP inspections, watermain certification, and letter of credit draw requests.

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Additional Information

Learn more about this project by clicking here: 
Sydor Optics acquisition fuels growth before new Rochester facility

Learn more about this project by clicking here: 
Company | Sydor Optics

XC International at Rochester International Commerce Center

Exterior view of the XC International facility under construction in Chili, New York, showing the main building, unfinished entry structure, and surrounding site conditions near the stormwater management area.

XC International

Rochester International Commerce Center, Chili, NY

Client: XC International, LLC
Construction Completion: Spring 2026

Project Services: Land Surveying, Civil Engineering, Site Planning, Landscape Architecture, Permitting and Approval Coordination, SWPPP Support, Construction Administration

Project Background

The XC International project at Lot A-R103 within the Rochester International Commerce Center represents an important investment in the company’s continued growth and long-term operational future in the Rochester region.

Costich Engineering has supported the project through multiple phases of development, providing land surveying, civil engineering, site planning, landscape architecture, permitting coordination, and construction-phase support. Working across disciplines helps create continuity from early site planning through final completion and positions the project to move efficiently toward occupancy.

Now in the final stages of construction, the new facility is nearing completion as XC International prepares for move-in this spring. Projects like this do more than deliver a finished building. They create the infrastructure a business needs to support daily operations, strengthen long-term functionality, and establish a space aligned with the needs of the company as it moves forward.

For Costich, projects of this kind reflect the value of coordinated site development from concept through closeout. By bringing together technical services across the life of a project, our role is to help deliver sites that are practical, well-planned, and built to support long-term success.

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Finger Lakes Federal Credit Union Ridge Road

Finger Lakes Federal Credit Union

715 Ridge Road, Webster, NY 14580

Client: Finger Lakes Federal Credit Union
Construction Completion: Construction underway

Project Services: Land Surveying, Civil Engineering, Site Planning, Accessibility Coordination, Utility Coordination, Landscaping Plan Development, Permitting and Approval Coordination

Project Background

Costich Engineering is providing surveying and civil engineering services for the new Finger Lakes Federal Credit Union branch development at 715 Ridge Road in Webster.

Our work on the project has included early ALTA/NSPS survey support and ongoing site civil coordination as the project has moved into development. That work has involved site planning, grading, utilities, accessibility, landscaping, and permitting coordination, all of which play a role in moving a commercial site from due diligence into construction.

Finger Lakes Federal Credit Union officially broke ground on the new Webster office in December 2025. Public coverage of the project notes that the new branch is being developed as a permanent location in Webster, with construction projected to be completed in fall 2026.

Projects like this reflect the kind of multidisciplinary support our team provides throughout the site development process. From survey and existing conditions documentation through civil engineering coordination and permitting, our role is to help establish the technical foundation needed to move a project forward.

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McAlpin Industries

McAlpin Industries Manufacturing Expansion in Webster NY

Publishers Parkway and Hard Road, Webster, NY

Client: McAlpin Industries Inc.
Construction Completion: 2030

Project Services: Civil engineering, grading, utilities, stormwater design, landscape architecture, permitting support, and site plan coordination for phased construction of a large manufacturing warehouse facility

Project Background

Costich Engineering provided civil engineering, land surveying, and landscape architecture services for a phased manufacturing and warehouse expansion for McAlpin Industries in the Town of Webster, Monroe County, New York.

The project involves the development of a new 300,000-square-foot light manufacturing and warehouse facility on a 25.65-acre site located along Publishers Parkway and Hard Road. Construction is planned in multiple phases, beginning with an initial 120,000-square-foot building, with future expansion anticipated through 2030.

McAlpin Industries, founded in 1964 and headquartered in Rochester, provides advanced manufacturing services including robotic welding, machining, tooling, welding, and stamping. The Webster facility is intended to support long-term operational growth while maintaining proximity to the company’s regional workforce and supply chain.

Costich Engineering's Role

Costich Engineering served as the project’s civil engineering consultant, providing comprehensive site development services from initial planning through final site plan approval.

Our scope included:

  • Civil engineering design and construction documents

  • Site layout, grading, and drainage design

  • Stormwater management and SWPPP coordination

  • Utility planning and infrastructure design

  • Landscape architecture design for buffers and site features

  • Land surveying and boundary control

  • Coordination with Town of Webster staff, the Planning Board, and reviewing agencies

Project Challenges

The site presented several planning and regulatory challenges. The property had previously been proposed for residential development, requiring a complete re-evaluation of site layout, access, utilities, and environmental controls to support industrial use.

Key challenges included:

  • Designing infrastructure to support a large-scale industrial facility while allowing for phased construction

  • Meeting Town of Webster zoning and OP Core Area North district requirements

  • Coordinating stormwater management for a significant area of site disturbance

  • Integrating truck access, employee parking, and loading dock circulation safely and efficiently

  • Addressing Planning Board conditions tied to drainage, lighting, signage, landscaping, and buffering

Engineering Solutions

Costich Engineering developed a phased site plan that balanced McAlpin’s operational needs with municipal requirements and long-term flexibility.

The civil design established:

  • A site grading plan that accommodated large building footprints while maintaining positive drainage

  • On-site stormwater management facilities designed to meet local and state standards

  • Utility infrastructure sized and located to serve current and future phases

  • Defined truck and employee circulation patterns accessed from Hard Road

  • Landscape and buffering elements designed to mitigate visual impacts and support site functionality

Early coordination with Town staff and reviewers allowed the project to move efficiently through the approval process. Final site plan and special use permit approvals were granted in May 2025, clearing the way for construction to begin on Phase I.

Project Outcomes

  • Final site plan approval and special use permit secured from the Town of Webster

  • Civil design supporting a 300,000-square-foot build-out with phased construction

  • Infrastructure planned to accommodate long-term manufacturing expansion

  • Stormwater and site systems designed for regulatory compliance and operational reliability

The project represents a significant industrial investment in Webster and supports continued growth of advanced manufacturing in Monroe County.

Planning an industrial or manufacturing expansion?

Costich Engineering provides civil engineering, land surveying, and landscape architecture services for complex site development projects across Rochester and Western New York.

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Additional Information

Learn more about the McAlpin Industries expansion and its regional economic impact:
https://www.rochesterfirst.com/webster/new-mcalpin-facility-in-webster-to-boost-finger-lakes-economy/

Town of Webster official project details and planning materialshttps://www.websterny.gov/DocumentCenter/View/11568/McAlpin-Industries—Webster

Empire State Development press release on support for McAlpin Industrieshttps://esd.ny.gov/esd-media-center/press-releases/empire-state-development-announces-support-mcalpin-industries

Rochester Business Journal article on the $23M expansionhttps://rochesterbiz.com/mcalpin-industries-plans-23-million-expansion-in-webster-ny/

Update from Lefrois Builders on sitework progressLeFrois Builders & Developers

Winter Stabilization: A Guide to Managing Erosion Control During Western New York’s Winter Months

Active residential construction site during winter showing snow-covered building materials, equipment, and partially completed homes under overcast sky at Arbors at Penfield

Winter Stabilization:

A Guide to Managing Erosion Control During Western New York’s Winter Months

Construction activity in Western New York doesn’t stop when temperatures drop, but the approach to erosion and sediment control has to change. Between November 15 and April 1, all active construction sites in the Rochester region and surrounding counties must comply with New York State’s Winter Stabilization standard, a set of enhanced requirements designed to manage the unique challenges of freeze-thaw cycles, snowmelt events, and winter precipitation. This isn’t optional. It’s a regulatory requirement under the SPDES Construction General Permit, and it’s enforced through municipal inspections and SWPPP compliance checks.

Winter stabilization is about preventing sediment from migrating off-site during the months when conditions make erosion control more difficult. Snow accumulation, ice dams, frozen ground, and rapid melt events all increase the risk of sediment reaching adjacent properties, stormwater systems, and nearby waterways. For project owners, contractors, and site managers, understanding how to plan for and implement these measures is essential to maintaining compliance and avoiding violations.

This guide walks through the key requirements of the Winter Stabilization standard and provides a framework for how to prepare a site for the winter season.

Step 1: Prepare a Snow Management Plan

Snow has to go somewhere, and where it goes matters. A snow management plan identifies adequate storage areas for cleared snow and ensures that meltwater is controlled in a way that doesn’t interfere with ongoing construction or degrade installed erosion controls.

Cleared snow must be stored in a manner that doesn’t affect construction activities or damage perimeter controls like silt fence. Access points should be enlarged and stabilized to accommodate plowing and stockpiling operations. The plan should account for where snow will be pushed, how drainage will be maintained during melt events, and how to prevent snow piles from blocking critical stormwater infrastructure.

Step 2: Protect Perimeter Controls and Mark Them for Visibility

Perimeter controls such as silt fence are required to remain functional throughout the winter, which means they need to stay visible and accessible even under heavy snow cover. Silt fence should be marked with tall stakes that extend above the anticipated snow pack so contractors and inspectors can locate and maintain them during winter months.

A minimum 25-foot buffer must be maintained from all perimeter controls to prevent damage from snow management activities. On sites that drain to a waterbody within 100 feet, two rows of silt fence spaced five feet apart must be installed on the contour to provide additional sediment capture.

Snow removal and stockpiling operations should be planned to avoid driving equipment near or over silt fence and other sediment barriers. Damage to these controls during snow events creates pathways for sediment to leave the site during thaw.

Step 3: Keep Drainage Structures Open and Functional

Drainage infrastructure is under additional stress during winter. Catch basins, culverts, swales, and other conveyance features can become blocked by snow, ice dams, and debris from plowing operations. When drainage is obstructed, runoff is redirected in unintended directions, increasing the risk of sediment leaving the site.

All drainage structures must be kept open and free of snow and ice throughout the season. Ice dams and debris that restrict the flow of runoff and meltwater must be removed promptly. Regular inspections should verify that water is flowing as intended and that no new drainage issues have developed due to winter conditions.

Step 4: Install Sediment Barriers Before the Ground Freezes

Sediment barriers such as silt fence and other perimeter controls that require earth disturbance must be installed before the ground freezes. Once frozen conditions set in, it becomes difficult or impossible to properly anchor these practices, which compromises their effectiveness.

This means planning ahead in late fall to ensure all required barriers are in place before temperatures drop consistently below freezing. Soil stockpiles should also be protected before winter using established vegetation, anchored straw mulch, rolled stabilization matting, or other durable coverings. A barrier must be installed at least 15 feet from the toe of each stockpile to capture any loose material that might migrate during thaw events.

Step 5: Stabilize Disturbed Soils on an Aggressive Timeline

One of the most stringent components of the Winter Stabilization standard is the timeline for soil stabilization. In areas where soil disturbance activity has temporarily or permanently ceased, stabilization measures must be initiated by the end of the next business day and completed within three days.

Rolled erosion control blankets are required on all slopes of three horizontal to one vertical or steeper. On flatter areas, straw mulch can be used, but the application rate must be doubled to four tons per acre during winter months to account for reduced effectiveness under snow and ice. Other manufactured mulches follow the same principle and should be applied at double the manufacturer’s recommended rate.

To stay ahead of melt events, disturbed soil should be stabilized at the end of each workday unless construction will resume in the same area within 24 hours and no precipitation is forecast, or unless the work is in areas designed to collect and retain runoff such as open utility trenches, foundation excavations, or water management features.

Seeding with mulch cover is preferred, but seeding alone does not meet the stabilization requirement during winter months. Areas must be protected with physical coverage that will remain effective under snow and ice conditions.

Step 6: Use Stone Paths to Stabilize Access and Traffic Areas

Winter construction means managing vehicle access in conditions that would otherwise degrade unprotected soil. Stone paths should be installed to stabilize access perimeters around buildings under construction and in areas where equipment traffic is anticipated.

These paths must be a minimum of 10 feet wide but should be widened as necessary to accommodate larger machinery and maintain safe movement across the site. Stone paths prevent rutting, reduce tracking of mud and sediment onto public roads, and provide stable access even during freeze-thaw cycles that would render unpaved areas impassable.

Step 7: Conduct Frequent Inspections and Maintain Compliance

Frequent site inspections are required to verify that erosion and sediment control measures are performing as intended. For sites under winter shutdown, all bare exposed soil must be stabilized by established vegetation, straw or other acceptable mulch, matting, rock, or approved rolled erosion control products.

Compliance inspections and reports must be filed in accordance with the site’s Stormwater Pollution Prevention Plan regardless of whether active construction is occurring. Inspections should document site conditions, identify any deficiencies in erosion control measures, and coordinate corrective actions before small issues become larger problems.

This level of attention is what separates projects that maintain compliance from those that face violations, delays, or environmental impacts when municipal inspectors or DEC staff conduct site visits.

What to Do When Controls Fail During a Winter Storm or Melt Event

Even with proper planning and installation, erosion and sediment controls can be overwhelmed or damaged during severe weather events. Rapid snowmelt combined with rain, ice dams that redirect flow, and equipment damage during snow removal can all compromise the effectiveness of controls. When this happens, quick action is required to minimize environmental impact and restore compliance.

Inspect immediately after the event. As soon as it’s safe to access the site, conduct a thorough inspection of all erosion and sediment control measures. Look for damaged silt fence, overtopped sediment barriers, clogged drainage structures, and any evidence of sediment leaving the site. Document conditions with photos and notes.

Address off-site sediment migration. If sediment has left the site and reached adjacent properties, roadways, or stormwater systems, it needs to be cleaned up as quickly as possible. Sediment on roadways should be swept or removed to prevent it from entering catch basins. Sediment that has reached wetlands, streams, or other sensitive areas may require coordination with DEC or the municipality to determine appropriate cleanup methods.

Repair or replace damaged controls. Silt fence that has been knocked down, buried, or torn needs to be repaired or replaced immediately. Sediment barriers that have been overtopped and are no longer functional should be cleaned out and restored to full capacity. If existing controls were insufficient to handle the event, additional measures may need to be installed to prevent future failures.

Clear drainage structures and remove ice dams. Check all catch basins, culverts, and swales to ensure they are open and flowing properly. Remove any ice dams or debris that is restricting flow. If drainage was redirected during the event, verify that it has returned to the intended flow path and that no new erosion issues have developed.

Stabilize any newly exposed soil. If the storm or melt event caused erosion that exposed additional soil, those areas need to be stabilized immediately. This may require additional mulch, erosion control blankets, or other temporary measures to prevent further sediment loss.

Document and report. All corrective actions should be documented in the site inspection records and included in the next compliance report. If the event resulted in a discharge that violated water quality standards or caused environmental harm, it may need to be reported to DEC or the municipality in accordance with the permit requirements.

Revise the SWPPP if necessary. If the failure revealed weaknesses in the erosion and sediment control plan, the SWPPP should be revised to address those deficiencies. This might include adding additional controls, increasing the capacity of existing measures, or changing snow management procedures to prevent similar problems in the future.

Winter weather is unpredictable, and even well-designed controls can fail under extreme conditions. The key is to respond quickly, document what happened, and make the changes necessary to prevent recurrence. Sites that demonstrate a commitment to rapid response and corrective action are far less likely to face enforcement actions even when problems occur.

Why Winter Stabilization Matters

Winter stabilization requirements exist to protect the streams, lakes, and water resources that define the character of Western New York. Sediment pollution from construction sites can degrade water quality, harm aquatic habitats, and create long-term environmental problems that are difficult and expensive to remediate.

For project owners and contractors, compliance with winter stabilization standards means avoiding enforcement actions, preventing delays, and maintaining the ability to keep projects moving through the winter months. It also demonstrates a commitment to responsible site management and environmental stewardship.

Planning for winter stabilization should begin in the fall, well before the November 15 start date. Sites that wait until the last minute to install controls or develop snow management plans are more likely to face compliance issues when weather conditions deteriorate rapidly.

Winter in Western New York is long, and construction activity continues through it. Proper planning, timely installation of controls, and consistent site inspections are what keep projects on track and in compliance from November through April.

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Additional Resources

New York State Standards and Specifications for Erosion and Sediment Control (Blue Book)

The complete technical standard referenced throughout the Winter Stabilization requirements, including detailed specifications for all erosion and sediment control practices.
NYS DEC Blue Book (November 2016)

SPDES General Permit for Stormwater Discharges from Construction Activity (GP-0-25-001)
The current Construction General Permit that governs all construction activities disturbing one or more acres in New York State, effective January 29, 2025.
Construction General Permit

New York State Stormwater Management Design Manual
Technical guidance for the design of stormwater management practices on projects requiring post-construction stormwater controls, updated July 2024.
Stormwater Design Manual (2024)

Construction Stormwater Toolbox
NYS DEC’s central resource page for technical information, training requirements, inspection forms, and compliance tools for construction site stormwater management.
DEC Construction Stormwater Toolbox

Erosion and Sediment Control Training
Information on the required four-hour DEC-endorsed training for contractors, subcontractors, and qualified inspectors working on SPDES-permitted construction sites.
NYS Conservation District Training Calendar

McQuaid Jesuit Fr. Richard Noonan S.J. Field

Aerial view of completed Fr. Richard Noonan S.J. Field synthetic turf renewal at McQuaid Jesuit High School campus Brighton NY

Fr. Richard Noonan S.J. Field – Synthetic Turf Renewal | McQuaid Jesuit

1800 S Clinton Ave, Brighton, NY 14618

Client: McQuaid Jesuit
Construction Completion: Fall 2025

Project Services: Land Survey, Landscape Architecture, Civil Engineering, Schematic Design, Design Development, Construction Documentation & Construction Observation

 

Project Overview

Costich partnered with McQuaid Jesuit to renew Fr. Richard Noonan S.J. Field with a modern synthetic turf system designed for long-term durability and year-round performance. The project continues our ongoing collaboration with the campus, supporting its Athletic Master Plan that began in 2019.

Our team provided full-service design and documentation — from initial boundary and topographic surveys through final construction observation. The new turf surface enhances playability, improves drainage, and allows McQuaid athletes to stay on the field through Rochester’s variable weather conditions.

Goals and Challenges

• Extend the playable season and reduce downtime after rain and snow
• Improve drainage and grading for safer, more consistent play
• Create a low-maintenance, high-performance field that can support daily use
• Integrate seamlessly with the surrounding campus and circulation routes

Scope of Services

Costich delivered complete in-house services across multiple disciplines.
• Land Surveying to capture existing grades, boundaries, and utilities
• Civil Engineering for grading, sub-base, and stormwater improvements
• Landscape Architecture for circulation, edges, and spectator areas
• Schematic Design through Construction Documents with technical coordination
• Construction Observation and field verification during installation

Design and Execution Highlights

The field renewal introduced a next-generation synthetic turf system designed to withstand heavy use and Rochester’s four-season climate. Costich’s design addressed sub-base stability, drainage performance, and ADA access while maintaining the campus’s visual identity.

The project team worked closely with McQuaid’s athletic staff and turf installer to phase construction around active sports schedules, ensuring minimal disruption to on-campus activities. The result is a surface that looks and performs like natural grass but delivers consistent playability throughout the year.

Outcomes

• Reliable, all-weather play surface that extends the competitive season
• Safer footing and reduced surface maintenance compared to natural grass
• Efficient stormwater management and improved field drainage
• Enhanced aesthetics and functionality for spectators and players alike

Fr. Richard Noonan S.J. Field now serves as a cornerstone of McQuaid Jesuit’s athletics complex, supporting multiple programs and student activities across the school year.

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Additional Information

Learn more about this project by going to the Visit McQuaid Jesuit website: 
Facilities | McQuaid Jesuit

Check out the Costich’s Instagram Post: @costichengineering

Check out the McQuaid Jesuit Facebook Post: www.facebook.com/McQuaidJesuit