---
title: NYC - 272 STELCOR Piles Installed for a 14-Story Development in Gowanus
description: Ideal Foundation Systems reviews a project near the Gowanus Canal that used 272 STELCOR 1600 Piles to support 14-story development without bringing any contamination to the surface or disturbing neighboring properties.
image: https://www.idealfoundationsystems.com/hubfs/image-webp.webp
---

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# NYC - 272 STELCOR Piles Installed for a 14-Story Development in Gowanus

 August 1st, 2025

 1 min read

 By [Kelsey Stroyer](https://www.idealfoundationsystems.com/blog/author/kelsey-stroyer)

![](https://www.idealfoundationsystems.com/hs-fs/hubfs/image-webp.webp?width=1350&height=900&name=image-webp.webp)

**OVERVIEW:**

The development at 125 3rd Street involved the construction of a 14-story mixed-use building and an adjacent 8-story structure in Brooklyn’s Gowanus neighborhood. Designed by Fogarty Finger and developed by Prospect Developers, the site delivers 130 units and 12,750 square feet of ground-floor retail space.

PROJECT TEAM:  
Structural Engineer: DeSimone Consulting Engineers  
Geotechnical Engineer: Langan Engineering  
Installation Contractor: East Coast Bulkheading

![](https://www.idealfoundationsystems.com/hs-fs/hubfs/50573691132c988c99a2659e09fc38a0019b2ed4-777x583-jpg.jpeg?width=379&height=285&name=50573691132c988c99a2659e09fc38a0019b2ed4-777x583-jpg.jpeg)   ![](https://www.idealfoundationsystems.com/hs-fs/hubfs/Gowanus-jpg.jpeg?width=399&height=285&name=Gowanus-jpg.jpeg)

**CHALLENGES:**

The development site presented multiple foundation challenges. The most significant was the presence of highly contaminated soils, which required that any spoils or removed material would need extensive remediation. This would introduce additional costs and permitting requirements. Additionally, due to the adjacent structures, equipment access was limited in certain areas of the site, and vibrations could not   
be tolerated.

![](https://www.idealfoundationsystems.com/hs-fs/hubfs/tmp_ed858760-5b7f-4aa4-8280-263b8e36d412-jpeg.jpeg?width=584&height=440&name=tmp_ed858760-5b7f-4aa4-8280-263b8e36d412-jpeg.jpeg)   

**SOLUTION:**

To address these constraints, STELCOR Drilled-In Displacement Piles were selected as they are installed without spoils, eliminating the need for costly and time-consuming contamination remediation. The compact and vibration-free system also allowed work to proceed safely near existing structures. As a result, foundation installation was completed ahead of schedule, contributing to overall project completion in just 9 months.

![](https://www.idealfoundationsystems.com/hs-fs/hubfs/image3-jpg.jpeg?width=579&height=346&name=image3-jpg.jpeg)

![](https://www.idealfoundationsystems.com/hs-fs/hubfs/Bradley%20photo%20from%20citu-jpg-Aug-01-2025-02-48-25-7790-PM.jpeg?width=414&height=710&name=Bradley%20photo%20from%20citu-jpg-Aug-01-2025-02-48-25-7790-PM.jpeg)

 

DESIGN LOADS:   
Compression: 110 tons   
Tension: 27 tons   
Lateral: 4 tons

PILE DETAILS:   
Type: STELCOR 1600   
Nominal Grout Diameter: 16 inches   
Steel Core: 5-1/2" O.D. 0.361" W.T.   
Quantity: 272 piles   
Length: 69 feet 

SOIL PROFILE:   
The soil at the site generally consisted of urban fill, common in redeveloped areas. This layer was followed by sand mixed with varying amounts of silt and gravel, followed by a thick layer of soft clay, which presented compressibility concerns. At greater depths, another sand layer was encountered, also mixed with silt and gravel, offering better load-bearing properties.

 

 Topics:

[ Case Study ](https://www.idealfoundationsystems.com/blog/topic/case-study)

[ Drilled-In Displacement Piles (DDM) ](https://www.idealfoundationsystems.com/blog/topic/drilled-in-displacement-piles-ddm)

[ STELCOR ](https://www.idealfoundationsystems.com/blog/topic/stelcor)

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