Grand Traverse Town Center Storm Water Management Acme ...€¦ · Microsoft PowerPoint -...

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Grand Traverse Town Center Storm Water Management Acme Township Meeting Horizon Environmental December 2, 2014

Transcript of Grand Traverse Town Center Storm Water Management Acme ...€¦ · Microsoft PowerPoint -...

Page 1: Grand Traverse Town Center Storm Water Management Acme ...€¦ · Microsoft PowerPoint - Acme_Twp_Presentation_12_2_14.pptx Author: a_reilly Created Date: 12/5/2014 9:06:30 AM ...

Grand Traverse Town CenterStorm Water Management

Acme Township MeetingHorizon Environmental

December 2, 2014

Page 2: Grand Traverse Town Center Storm Water Management Acme ...€¦ · Microsoft PowerPoint - Acme_Twp_Presentation_12_2_14.pptx Author: a_reilly Created Date: 12/5/2014 9:06:30 AM ...

Construction Soil Erosion and Sedimentation Control (“SESC”)◦ Temporary Measures/Best Management Practices Intended to Limit

Soil Erosion and Sedimentation Silt Fence, Hay Bales, Matting Overlay of Seeded Areas

◦ Governed by County (SESC) and State (NPDES) Permits

◦ Applicable During Construction Until Vegetation Established

Post-Development Storm Water Management◦ Permanent Measures Intended to Reduce Contaminants in Storm Water

Runoff from Development to Acme Creek Storm Water Detention Ponds, Planted Swales, Check Dams

◦ Governed by SUP and Development Agreement

◦ Applicable Post-Construction to Developed Property

Page 3: Grand Traverse Town Center Storm Water Management Acme ...€¦ · Microsoft PowerPoint - Acme_Twp_Presentation_12_2_14.pptx Author: a_reilly Created Date: 12/5/2014 9:06:30 AM ...
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Original Scope of SESC Measures per SESC Permits◦ Silt Fencing at Perimeter to Intercept Sediment in Runoff◦ Use of Permanent Detention Ponds for Water Clarification◦ Seeding and Matting of Disturbed Areas

Site Conditions Necessitating Additional SESC Measures◦ Site Geology (e.g., Low Permeability Clay Substrate) Results in “Flashy”

Surface Runoff◦ Clay Particles are Very Fine (<1 um) and Not Readily Removed via

Traditional SESC Measures ◦ Small Masses of Clay Produce Large Volumes of Turbid Water (“Colorant”) ◦ SUP Mandates Disruption of Majority of Site for Utility/Roadway Installation

and Grading during Phase I Construction

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Traditional SESC Measures◦ Silt Fence/Hay Bales at Discharge Locations◦ Additional Riprap Check Dams/Velocity Reducers◦ Improved Ground Surface Matting and Dormant Seeding in Swales◦ Placement of Polyacrylamide (PAM) Blocks ◦ Grading/Construction of Berms to Sequester Storm Water in

Disturbed Areas

Enhanced SESC Measures◦ Pumping of Storm Water from Discharge Locations Back to Ponds◦ Trucking of Storm Water/Off-Site Disposal (6.0 million gallons)◦ On-Site Treatment of Storm Water (4.9 million gallons)◦ Construction of Berm/Swale to Reduce Surface Runoff◦ Continuous Staffing of SESC Measures During Rainfall Events

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Interim Monitoring of Acme Creek During Construction Augmentation of Wetland Plantings in Storm Water Basins

and Swales◦ Vegetation Augmentation Plan (January 2015)◦ Implementation of Vegetation Augmentation Plan in Spring of 2015

Design Validation for Permanent Basins/Swales◦ Verify Constructed Features Achieve Performance Objectives◦ Document Consistency with SUP Requirements

Evaluation of Runoff to Adjacent Theatre Property SESC Improvements ◦ Limit Areal Extent of Future Land Disturbances◦ Promote Use of Localized SESC Measures in Future Development Areas