navy and midlant lid presented by: the low impact development center, inc. a non-profit water...

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Navy and MIDLANT LID Presented by: The Low Impact Development Center, Inc. A non-profit water resources and sustainable design organization www.lowimpactdevelopment.org Policies, Criteria, Laws, Regulations, EO

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Navy and MIDLANT LID

Presented by:

The Low Impact Development Center, Inc. A non-profit water resources and sustainable design organizationwww.lowimpactdevelopment.org

Policies, Criteria, Laws, Regulations, EO

Copyright 2009 Low Impact Development Center, Inc.

Session Topics

• Navy & MIDLANT LID Policy

• Energy Independence and Security Act (EISA 438)

• Unified Facility Criteria (UFC)

• State Regulations

• Executive Orders

• NAVFAC LEED

Copyright 2009 Low Impact Development Center, Inc.

Navy LID Policy (Nov 2007)

• Set a goal of no net increase in SW volume and sediment/nutrient loading from major renovation projects (>$5 M) & construction projects (>$750 K) by FY 2011

• Directs that LID be considered for all projects that require storm water management

• Authorizes the establishment of a waiver process

• Requires that all efforts be made to incorporate LID in FY 08, 09, and 2010 projects

Copyright 2009 Low Impact Development Center, Inc.

LID Policy Annual Report

Information required to be included:• Project title, brief description• Type of funds • Stage of the project (construction/design)• Was LID used?

– If so, what LID features were used and approximate the cost for installation LID features

– If not, provide a reason

Due by Nov 15th for the preceding fiscal year

Copyright 2009 Low Impact Development Center, Inc.

MIDLANT LID Policy

• Implement NOW

• Include on all projects

• Only waiver is by MIDLANT CO

Copyright 2009 Low Impact Development Center, Inc.

Energy Independence and Security Act of 2007 (EISA)

Section 438 “Storm Water Runoff Requirements for Federal Development Projects”

“The sponsor of any development or redevelopment project involving a Federal facility with a footprint that exceeds 5,000 square feet shall use site planning, design, construction, and maintenance strategies for the property to maintain or restore, to the maximum extent technically feasible, the predevelopment hydrology of the property with regard to the temperature, rate, volume, and duration of flow.”

• Each agency is responsible for ensuring compliance

Copyright 2009 Low Impact Development Center, Inc.

Energy Independence and Security Act of 2007 (EISA)

• Each agency is responsible for ensuring compliance

• Reporting methods are TBD

• Footprint includes– All hard surfaces

• Buildings, pavement, sidewalks, porches, etc.

– Other compacted infrastructure areas that are effectively impervious

Copyright 2009 Low Impact Development Center, Inc.

• Use all known, available, and reasonable methods of stormwater retention and/or reuse to prevent the off site discharge of stormwater runoff. There muste be a documented attempt to comply prior to requesting an exception due to technical infeasibility

• Site constraint examples:– Inadequate available land– Shallow bedrock, contaminated soils, shallow groundwater– Lack of non-potable reuse options– Structural or plumbing constraints– Soils that can not be sufficiently amended to provide

requisite infiltration rates

Maximum Extent Technically Feasible

Copyright 2009 Low Impact Development Center, Inc.

EISA – Performance Options

• Option 1: Control 95th Percentile Rainfall Event (Q = P x Imp A)• Incorporate the 95th percentile storm in the SCS CN

method calculations (NAVFAC) • Manage rainfall onsite; infiltration, evapo-

transpiration, and harvest and reuse • Option 2: Preserve predevelopment hydrology

(rate, volume, duration & temperature)• Conduct hydrologic and hydraulic analyses • Quantify post-construction hydrographs for the 1, 2,

10, 25, 50 and 100 year 24 hour storm events • Maintain pre-development hydrographs for these

storm events

Copyright 2009 Low Impact Development Center, Inc.

UFC 3-210-10August 2009

• Revised AUG 2009 to accommodate Navy LID Policy and EISA 438

• Defines pre-development condition – Conditions immediately prior to human development

• Defines LID design storm event– Larger of 95th percentile rainfall (24 hr) or State/local

requirement

• Runoff and volume calculations– Use NRCS TR-55

Copyright 2009 Low Impact Development Center, Inc.

UFC 3-210-10 LIDAugust 2009 Draft

• Provides guidance on use of integrated management practices (IMPs)

• References other UFC relevant to design

• Navy Guidance Document– Separate document providing assistance on

interpretation and implementation of LID – Discusses planning, design, and maintenance

Copyright 2009 Low Impact Development Center, Inc.

Planning Cost Factors

From UFC

Copyright 2009 Low Impact Development Center, Inc.

UFC 3-210-10: 2004 Version

• Extensive Background on LID

• Detailed information on Technology

• Demonstration of various NRCS and national Peak and Volume control and water quality methods

• Design case studies

Copyright 2009 Low Impact Development Center, Inc.

Key LID UFC References

• ADA

• Local Codes

• UFC 3-100-10N General Architecture and Interior Design Guide

• UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings and -02 Minimum Antiterrorism Standoff Distances for Buildings

Copyright 2009 Low Impact Development Center, Inc.

LID References (Cont.)

• UFC 3-200-10N Civil Engineering • UFC 3-201-02 Landscape Architecture

Other useful resources:• UFC 3-210-6A Site Planning and Design• UFC 3-200-10 Geotechnical• UFC 4-030-01 Sustainable Development• Army PWTB LID for Training Facilities

Copyright 2009 Low Impact Development Center, Inc.

Copyright 2009 Low Impact Development Center, Inc.

Copyright 2009 Low Impact Development Center, Inc.

EISA ImplementationDraft DOD Direction

• 5000 SF footprint– Only includes building and pavement– Does not include internal renovation or maintenance– Does not include resurface of existing pavement

• Maintain pre-development hydrology – Pre-development hydrology is defined as pre-project conditions

wrt temperature, rate, volume, and duration

• Maximum Extent Technically Feasible subject to:– Site constraints– Regulatory constraints– Structural limitations– Demand for recycled water

Copyright 2009 Low Impact Development Center, Inc.

EISA ImplementationDraft DOD Direction

• If Design to METF but can’t Maintain Predevelopment Hydrology– May apply LID on nearby DOD property (available

resources)

• Redevelopment Projects– Where no increase in post-project stormwater runoff (vice pre-

project) is proposed, DOD components should consider restoration of natural hydrological conditions to the maximum extent practical

• NPDES Stormwater Permits– EISA 438 requirements independent of CWA– Permits should not include EISA requirements unless first

promulgating EISA like requirements into CWA authority

Copyright 2009 Low Impact Development Center, Inc.

EISA Draft Implementation Direction for DoD Projects

• Evaluate design options to meet objective to the maximum extent technically feasible (METF)

• Document EISA design and construction costs• Complete a post construction analysis of

features

Copyright 2009 Low Impact Development Center, Inc.

EISA DoD Implementation Process

4. Finalize design and estimate cost

1. Determine applicability Requirement: apply to all Federal projects with a footprint greater than 5,000 square feet

1. Determine applicability Requirement: apply to all Federal projects with a footprint greater than 5,000 square feet

2. Establish design objective Requirement: maintain or restore predevelopment hydrology

OPTIONS (use only 1)

1Total volume of rainfall from 95th percentile storm is to be

managed on-site.

Design water volume(to be retained)

2Determine predevelopment hydrology based on site-specific conditions and

local meteorology by using continuous simulation modeling techniques, published data, studies, or other

established tools. Determine water volume to be managed onsite.

2. Establish design objective Requirement: maintain or restore predevelopment hydrology

OPTIONS (use only 1)

1Total volume of rainfall from 95th percentile storm is to be

managed on-site.

Design water volume(to be retained)

2Determine predevelopment hydrology based on site-specific conditions and

local meteorology by using continuous simulation modeling techniques, published data, studies, or other

established tools. Determine water volume to be managed onsite.

3. Evaluate design options Requirement: meet design objective to maximum extent technically feasible (METF)

Bio-retention areas

Permeable pavements

Cisterns / recycling

Green roofs

OFF-SITE OPTIONS(optional)

TYPICAL ON-SITE DESIGN OPTIONS

remaining water volume?

Selected on-site design options

Selected off-site design options

Use any combination of on-site options to achieve the design objective to the METF.

Document site-specific constraints.

Design water volume(to be retained)

• Retaining storm water on site would adversely impact receiving water flows

• Site has shallow bedrock, contaminated soils, high groundwater, underground facilities or utilities

• Soil infiltration capacity is limited

• Site is too small to infiltrate significant volume

• Non-potable water demand (for irrigation, toilets, wash-water, etc.) is too small to warrant water harvesting and reuse systems

• Structural, plumbing, or other modifications to existing buildings to manage storm water are infeasible

• State or local requirements restrict water harvesting

• State or local requirements restrict the use of green infrastructure/LID

TECHNICAL CONSTRAINT EXAMPLES

3. Evaluate design options Requirement: meet design objective to maximum extent technically feasible (METF)

Bio-retention areas

Permeable pavements

Cisterns / recycling

Green roofs

OFF-SITE OPTIONS(optional)

TYPICAL ON-SITE DESIGN OPTIONS

remaining water volume?

Selected on-site design options

Selected off-site design options

Use any combination of on-site options to achieve the design objective to the METF.

Document site-specific constraints.

Design water volume(to be retained)

• Retaining storm water on site would adversely impact receiving water flows

• Site has shallow bedrock, contaminated soils, high groundwater, underground facilities or utilities

• Soil infiltration capacity is limited

• Site is too small to infiltrate significant volume

• Non-potable water demand (for irrigation, toilets, wash-water, etc.) is too small to warrant water harvesting and reuse systems

• Structural, plumbing, or other modifications to existing buildings to manage storm water are infeasible

• State or local requirements restrict water harvesting

• State or local requirements restrict the use of green infrastructure/LID

TECHNICAL CONSTRAINT EXAMPLES

4. Finalize design and estimate cost

Or MILCON within funding limits with stormwater component

Copyright 2009 Low Impact Development Center, Inc.

State Design Requirements

• Varies State to State– Water quality volume– Water quality pollutant (VA)– Design storm– Predevelopment condition – Runoff reductions for redevelopment

• State regulations changing– VA out for public comment. More strict– DE under review– NY review process in 2010

Copyright 2009 Low Impact Development Center, Inc.

• Minimum Measure 5 – Post Construction Stormwater Management– Provide BMP location and acres treated– Conduct inspections to insure proper operation– Require long-term operation and maintenance

• TMDL Wasteload Allocations– Identify if BMP discharges to impaired water– Post construction stormwater management must be

consistent with TMDL

MS4 Permit Requirements

Copyright 2009 Low Impact Development Center, Inc.

• Must determine most restrictive design requirement LID policy, UFC, EISA, NPDES

• Requirements could change in future• Documenting proper operation and maintenance

of IMPs is important

Summary

Copyright 2009 Low Impact Development Center, Inc.

Federal Requirements

• E.O. 13508 Chesapeake Bay Restoration and Protection

• E.O. 13514 Federal Leadership in Environmental, Energy, and Economic Performance

• Effluent Guidelines for the Construction Industry

• Chesapeake Bay TMDLs

Copyright 2009 Low Impact Development Center, Inc.

Executive Order 13508 (May 09)Chesapeake Bay Restoration and Protection

• Section 202 – Seven reports required• Draft Section 202 reports released Sept 09• Section 202(c)

– Strengthening stormwater management practices on Federal Facilities w/in the Bay watershed (Navy lead)

– Developing stormwater best practices guidance (EPA lead – developed in a separate document, “EISA Section 438 Technical Guidance”, currently draft final)

• Final Strategy due by May 2010

Copyright 2009 Low Impact Development Center, Inc.

Executive Order 13508 (May 09) 202 (c) Key Recommendations – (cont.)

• Adopt Agency Specific EISA 438 Implementation Policies• Utilize information on soil types, hydrology, wetlands, and

forested areas to enable site selection, site layout and storm water management practices that minimize impacts from development and redevelopment

• Upgrade existing stormwater mgmt features and install new features on existing developed facilities

• Install restoration practices such as riparian buffers, shoreline/streambank stabilization, and wetland/stream restoration to restore and prevent further impacts to lands that have been impacted by storm water from development

Copyright 2009 Low Impact Development Center, Inc.

Executive Order 13508 (May 09) 202 (c) Key Recommendations – (cont.)

• Implement a variety of non-structural storm water management practices to reduce the volume and improve the quality of storm water discharges

• Install BMPs to control stormwater runoff from paved roadsInstitute practices to prevent and control erosion from unpaved roads and trails

• Expand use of land conservation easement programs

• Improve GIS data on federal land ownership and land use

Copyright 2009 Low Impact Development Center, Inc.

Leadership in Energy and Environmental Design (LEED™)

• Definition:– LEED™ is a voluntary, consensus-based national standard for

developing high-performance, sustainable buildings

• LEED™ Green Building Rating System created to:– Define “green building” by establishing a common standard of

measurement– Promote integrated, whole-building design practices– Recognize environmental leadership in the building industry– Stimulate green competition– Raise consumer awareness of green building benefits– Transform the building market

Copyright 2009 Low Impact Development Center, Inc.

• Purpose: Reduce cost of shore facility ownership by implementing sustainable development concepts and principles

• Requirements:– Use leadership in energy & environmental design

(LEED) • Projects not covered by LEED use LEED checklist

• Impact to installations if not implemented:– Possible loss of Navy project funding– Possible loss of Navy mission & BRAC consideration

LEED Policy – NAVFAC INST 9830.1

LEED™ 3 vs. 2.2 Topic# LEED 2.2 ™ LEED 3-2009™

Sustainable Sites 14 26

Water Efficiency 6 10

Energy and Atmosphere 17 35

Materials and Resources 13 14

Indoor Environmental

Quality 15 15

Innovation and Design

Process 4 6

Bonus Points 4

Total 69 110Copyright 2009 Low Impact Development Center, Inc.

Copyright 2009 Low Impact Development Center, Inc.

Key Extra points for:

• Site Selection• Density (increase 5:1)• Brownfields• Stormwater above

requirements• Water efficient

landscaping

• Construction waste management

• Materials reuse• Regional materials• Innovation in design• Regional priorities• Water reduction

• Must comply with all environmental laws (example: EISA 438)• Reasonable site boundary (anti-sprawl)