Title: Proposed Virginia Stormwater Management Regulations
1Proposed Virginia Stormwater Management
Regulations
2Agenda
- State Stormwater Regulation Changes
- Schedule and Process for Final Changes
- Project Examples
- Locality Impacts
3Significant Stormwater Regulation Changes
- Part I Definitions
- Part II More Restrictive Technical Criteria
- Water Quality
- BMPs
- Water Quantity
- Detention
- Part III Locality Delegation
- Submission, Review and Approval of Plans
- Long Term BMP Inspection Reporting to DCR
- Part XIII Increased Permit Fees
- Individual/general permits Fees
- Transfer of Permits Fees
- Annual Permit Maintenance Fees
- BMP Clearinghouse and Blue Book
4Stormwater Management RegulationsTechnical
Criteria (Part II)
Water Quality Changes
- Current Regulations
- Total phosphorous removal
- Removal rate typically 0.45 lbs/acre/year
- 10 reduction for redevelopment
- Nutrient loads based on impervious cover
- Draft Regulations
- TP still required, also need to calculate Total
Nitrogen - Removal rate 0.28 lbs/acre/year
- 20 reduction for redevelopment
- Nutrient loads based on impervious cover and
managed turf
Managed turf land disturbed and graded and
intended to be mowed for turf including yards,
right-of-way, commercial uses, athletic fields
and institutional uses
5Stormwater Management RegulationsTechnical
Criteria (Part II)
- Water Quality Changes
- Localities may apply criteria to each drainage
area rather than project site - If land disturbance occurs on a portion of a
site, locality may apply criteria to that portion
rather than project site - Criteria must be applied independently within
each HUC - Off-site controls may be used if allowed by
locality - Development must use the Runoff Reduction Method
to achieve water quality results
6Stormwater Management RegulationsTechnical
Criteria (Part II)
- BMP Changes
- BMPs will be approved through BMP Clearinghouse
and Blue Book - BMP efficiencies will be set in Runoff Reduction
Spreadsheet - Removal based on 1 inch of rainfall over treated
area - BMP Designs have 2 levels
- Level 1 standard design
- Level 2 enhanced design to increase efficiency
7Stormwater Management RegulationsTechnical
Criteria (Part II)
BMP Changes
- Approved BMPs
- Green Roof
- Rooftop Disconnection
- Rain Tanks/Cisterns
- Soil Amendments
- Permeable Pavement
- Grass Channel
- Bioretention
- Infiltration
- Dry Swale
- Wet Swale (Coastal Plain)
- Sheet Flow to Open Space
- Extended Detention
- Filtering Practice
- Constructed Wetland
- Wet Pond
Standards and specifications provided in BMP
Clearinghouse
8Stormwater Management RegulationsTechnical
Criteria (Part II)
- Stormwater Nonpoint Nutrient Offsets
- HB 2168
- Effective July 2009
- Applied to Chesapeake Bay watershed tributaries
- Can be used to meet water quality requirements
only - Must be consistent with local MS4 plan and TMDLs
9Stormwater Management RegulationsTechnical
Criteria (Part II)
- Water Quantity Changes
- Channel Protection
- Manmade conveyance system no erosion from 2-year
24-hour storm - Restored natural conveyance system can not
exceed design capacity of the channel or result
in instability - Stable natural conveyance system
- QdevelopedRVdevelopedltQpre-developedRVpre-develo
ped - Unstable natural conveyance system
- QdevelopedRVdevelopedltQforestedRVforested
- Qdevelopedallowable peak flow from developed
site - Qpre-developedpeak flow from pre-developed site
- Qforestedpeak flow from site in forested
condition - RVdevelopedvolume of runoff from developed site
- RVpre-developedvolume of runoff from
pre-developed site - RVforestedvolume of runoff from site in forested
condition
10Stormwater Management RegulationsTechnical
Criteria (Part II)
- Water Quantity Changes
- Flood Protection
- Manmade conveyance system confine 10-year
24-hour storm - Restored natural conveyance system confine
10-year 24-hour storm - Natural conveyance system that does not flood
confine 10-year 24-hour storm - Natural conveyance system that does flood peak
flow rate from post-developed 10-year 24-hour
storm not to exceed peak flow rate from
pre-developed 10-year 24-hour storm based on
forested conditions
11Stormwater Management RegulationsTechnical
Criteria (Part II)
- Water Quantity Changes
- One Percent Rule
- Channel Protection and Flood Protection do not
apply if - Sites drainage area is lt 1.0 of total
contributing drainage area - Or
- Peak flow rate from one-year 24-hour storm for
post-development site conditions (prior to
quantity control) is less than 1.0 of the
existing one-year 24-hour storm for the total
watershed area
12Stormwater Management RegulationsTechnical
Criteria (Part II)
- Water Quantity Changes
- All pre-development runoff from prior developed
sites shall be assumed in good hydrologic
condition - TR-55 and TR-20 used for analysis
- Localities may allow Rational or Modified
Rational - Stormwater harvesting is encouraged
13Stormwater Management RegulationsPermit
Application Fees (Part XIII)
- CBPA 2,500 Sq.Ft. 0.5 acre 290
- CBPA 0.5 acre 1 acre 1,500
- 1.0 acre 5.0 acres 2,700
- 5.0 acres 10 acres 3,400
- 10 acres 50 acres 4,500
- 50 acres 100 acres 6,100
- 100 acres 9,600
- Individual Permit 15,000
14Stormwater Management RegulationsPermit
Modification or Transfer Fees
- CBPA 2,500 Sq.Ft. 0.5 acre 20
- CBPA 0.5 acre 1 acre 100
- 1.0 acre 5.0 acres 200
- 5.0 acres 10 acres 250
- 10 acres 50 acres 300
- 50 acres 100 acres 450
- 100 acres 700
- Individual Permit 5,000
15Stormwater Management RegulationsAnnual Permit
Maintenance Fees
- CBPA 2,500 Sq.Ft. 0.5 acre 50
- CBPA 0.5 acre 1 acre 200
- 1.0 acre 5.0 acres 400
- 5.0 acres 10 acres 500
- 10 acres 50 acres 650
- 50 acres 100 acres 900
- 100 acres 1,400
- Individual Permit 3,000
16Stormwater Regulations Schedule
- June 22 August 21 2009 60-day public comment
- August - September 2009 DCR revisions after
public comment - October 2009 Virginia Soil and Water
Conservation Board approval - December 2009 Final regulation published
- July 2010 Final regulation effective
- October 2011 Localities implement stormwater
- - April 2012 programs
-
17Agenda
- State Stormwater Regulation Changes
- Schedule and Process for Final Changes
- Project Examples
- Locality Impacts
18Example 1 Site Layout with Current Regulations
134 ac Site Mixed Use
19Example 1 Site Layout with Proposed Regulations
134 ac Site Mixed Use
20Example 1 Summary
- Current Regulations
- Required Removal
- 167.0 lbs/yr
- Method of Removal
- 3.30 ac. Wet Pond 1
- Number of BMPs
- 2
- Stormwater Cost
- 1,000,000
- 5,988/lb
- Total Cost 1,000,000
- Proposed Regulations
- Required Removal
- 200.5 lbs/yr
- Method of Removal
- 1.95 ac. Bioretention 1
- 1.50 ac. Bioretention 2
- 4.55 ac. Wet Pond 2
- 1.0 ac. Pervious Pavement
- Number of BMPs
- 28
- Stormwater Cost
- 3,801,980
- 18,962/lb
- Lost Acreage
- 1.62 Ac. _at_ 500,000/ac.
- 810,000
- Total Cost 4,611,980
21Example 2 Site Layout with Current Regulations
33.00 ac. Site Commercial/Retail
22Example 2 Site Layout with Proposed Regulations
33.00 ac. Site Commercial/Retail
23Example 2 Summary
- Current Regulations
- Required Removal
- 36.54 lbs/yr
- Method of Removal
- Underground StormFilter System
- Number of BMPs
- 2
- Stormwater Cost
- 650,000
- 17,789/lb
- Total Cost 650,000
- Proposed Regulations
- Required Removal
- 45.58 lbs/yr
- Method of Removal
- 0.46 ac. Pervious Pavement
- 0.36 ac. Bioretention 1
- 1.60 ac. Wet Pond 2
- Number of BMPs
- 14
- Stormwater Cost
- 780,319
- 17,120/lb
- Lost Acreage
- 1.64 ac. _at_ 500,000/ac.
- 820,000
- Total Cost 1,600,319
24Example 3 Site Layout with Current Regulations
43.00 ac. Site Commercial/Retail
25Example 3 Site Layout with Proposed Regulations
43.00 ac. Site Commercial/Retail
26Example 3 Summary
- Current Regulations
- Required Removal
- 57.18 lbs/yr
- Method of Removal
- Paid into Local Program Fund
- Number of BMPs
- Zero
- Stormwater Cost
- 349,084
- 6,105/lb
- Total Cost 349,084
- Proposed Regulations
- Required Removal
- 67.26 lbs/yr
- Method of Removal
- 1.51 ac. Bioretention 1
- 2.16 ac. Wet Pond 2
- Number of BMPs
- 29
- Stormwater Cost
- 1,276,880
- 18,984/lb
- Lost Acreage
- 1.51 ac. _at_ 500,000/ac.
- 755,000
- Total Cost 2,031,880
27Example 4 Site Layout with Current Regulations
0.92 ac Site Urban Redevelopment
28Example 4 Site Layout with Proposed Regulations
0.92 ac Site Urban Redevelopment
29Example 4 Summary
- Current Regulations
- Required Removal
- 0.20 lbs/yr
- Method of Removal
- Permeable Pavement
- Number of BMPs
- 1
- Stormwater Cost
- 80,150
- 400,752/lb
- Total Cost 80,150
- Proposed Regulations
- Required Removal
- 0.40 lbs/yr
- Method of Removal
- Permeable Pavement
- Green Roof
- Number of BMPs
- 2
- Stormwater Cost
- 280,526
- 701,315/lb
- Total Cost 280,526
30Example 5 Site Layout with Current Regulations
39.16 ac Site Residential
31Example 5 Site Layout with Proposed Regulations
39.16 ac Site Residential
32Example 5 Summary
- Current Regulations
- Required Removal
- 4.88 lbs/yr
- Method of Removal
- Bioretention
- Filterras
- Extended Detention
- Number of BMPs
- 7
- Stormwater Cost
- 157,183
- 32,209/lb
- Total Cost 157,183
- Proposed Regulations
- Required Removal
- 22.94 lbs/yr
- Method of Removal
- Permeable Pavement
- Bioretention
- Dry Swale
- Number of BMPs
- 20
- Stormwater Cost
- 1,674,882
- 73,011/lb
- Total Cost 1,674,882
33Reference Information
- Latest Version of Parts I, II, and III Draft
Regulations - http//www.dcr.virginia.gov/lr2c.shtml
- Latest Version of Parts I, II, and III Draft
Regulations - http//www.dcr.virginia.gov/lr2b.shtml
- Economic Impact Analysis
- http//www.dcr.virginia.gov/lr2b.shtml
- Runoff Reduction Method
- http//www.dcr.virginia.gov/lr2f.shtml
- BMP Clearinghouse
- http//www.vwrrc.vt.edu/swc/
34Agenda
- State Stormwater Regulation Changes
- Schedule and Process for Final Changes
- Project Examples
- Locality Impacts