3- Site Design- Water Flashcards
All Prereqs/Credits in Site Design - Water
Water P3.1- Manage precipitation on site (required)
Water P3.2- Reduce water use for landscape irrigation (required)
Water C3.3- Manage precip beyond baseline (4-6 points)
Water C3.4- Reduce outdoor water (4-6 points)
Water C3.5- Design functional stormwater features as amenities (4-6 points)
Water C3.6- Restore aquatic ecosystems (4-6 points)
P3.1: Manage precipitation on site
Intent
Reduce negative impacts to aquatic ecosystems, channel morphology, and dry weather base flow by replicating natural hydrologic conditions and retaining precip. on site.
P3.1: Manage precipitation on site
Requirements
- Retain the precip volume from 60th percentile precip event as defined by EPA.
- Retain precip volume through on-site filtration, evapotranspiration, and reuse.
- Use runoff-reduction strategies (Ex-biofiltration through plants, soil) that also improve water quality.
- Cisterns, if used, must be implemented in combination with other approaches to meet the rq of this prereq.
- Ensure this section of site maint. plan is filled out.
*** Note - if 60th percentile retention is not possible (example- due to clay soils, geotech issues, high groundwater elev.) - retain max precip possible.
P3.1: Manage precipitation on site
Submittal docs
- Calc documenting the precip volume from the 60th percentile precip event.
- Calcs confirming there is sufficient capactiy on site to retain and infiltrate, use, or evapotranspirate the precip volume from 60th percentile precip event in fewer than 3 days from the time of initial retention:
- Total volume capactiy of stormwater features
- Designed infiltration rates
- Evapotranspiration rates, veg cover type, and area calc of vegetative cover if stormwater features use evapotransp to reduce volume
- Total volume capacity for rainwater harvesting systems (ex-cisterns) & discharge strategies, if applicable.
- Narrative describing:
- The process used to determine 60th percentile rain event. (or explain which conditions prevent from meeting)
- Analysis conducted to demonstrate max precip volume retained based on site features & water use factors
- The measures implemented on site to manage precip volume.
P3.1: Manage precipitation on site
Documentation Guidance
To find project locations 60th percentile rain event:
- Find long-term rainfall record from nearby weather station. Min 30 years of daily records. Obtain from NOAA, etc.
- Remove data set data for rainfall events that are .1 inch or less & snowfall events that do not immediately melt. DELETE because they do not impact run offf.
- Use spreadsheet or simple stats package, sort rainfall events from high to low.
In the next column, calc the percentage of rainfall events that are less than each ranked event (event number / total number of events).
- Use the rainfall event at 60 percent as the 60th percentile storm event.
- Calc the volume of rainfall over the total area of impervious surfaces to determine the volume of precip runoff that must be managed on site.
- Compare the runoff volume calculated with the designed management volume of stormwater features. When sizing stormwater features or rainwater harvesting systems, consider infiltration rates, evapo rates, rainwater harvesting outflow rates.
P3.1: Manage precipitation on site
Rec Strategies
- Ensure discharge volumes & rates do not increase natural rate of erosion in receiving water channels.
- Impl strategies to reduce runoff volumes, peak flows & pollutant dischages.
- Impl. strategies to increase evapotransp, filtration & infiltration, and mitigate elevated water temps caused by contact with impervious surfaces:
- Minimize impervious surfaces
- Drain into on-site landscape areas
- Increase infiltration opportunities (like bioswales, raingardens, water quality ponds).
- Where conveyance systems are needed, use veg channels or non-erosive materials (over using pipes, culverts, or underground channels).
- Create living landscapes ex- veg roofs, raingardens, etc.
- Select veg that can handle inundation.
- Select plants appropriate for the site & climate based on their capacity to reduce pollutant loadings for specific pollutants of concern.
- Increase organic matter content of the soil to improve retention capacity
- Use rainwater-harvesting systems to reduce run off.
Avoid / minimize use of: copper and zinc roofs, roof gutters, downspouts, and siidng, galvanized materials, treated lumber. (all sources of pollutants in stormwater). - Use integrated pest management practices (IPM)
- Min. use of fertilizers on site & implement practices to reduce nutrient runoff.
Plan for & implement maintenance activities designed to reduce exposure of pollutants to stormwater such as:- Min exposure of stored materials
- Develop & implement a contaminated / chemical spill response plan.
- Min the use of salt or harmful de-icing chemicals.
- Avoid on-site maintenance of construction equipment to reduce pollutant loadings of oils, grease, or hydraulic fluids.
- Avoid on-site fueling of vehicles to the max extent.
- Where appropriate, implement systems of practices in treatment train.
- Use soil & veg-based controls based on their capacity to reduce precip runoff and pollutant loadings through evapo & phtyo.
- ## Maintain infiltration rates & regenerate the absorption capacity of the soils.
P3.2: Reduce water use for landscape irrigation
Intent
Conserve water resources & minimize energy use by reducing the use of potable water, natural surface water & groundwater withdrawals for landscape irrigation after the est. period.
P3.2: Reduce water use for landscape irrigation
Requirements
- only applies to long-term water use for the final vegetated area beyond the establishment period.
- reduce or eliminate the use of potable water, natural surface water, and groundwater withdrawals for landscape irrigation
- Use the EPA WaterSense Water Budget Tool to ID the baseline case & water savings
- Reduce water usage by at least 50% from the baseline case beyond the establishment period
- If the water source does not come from potable source, local health standards must be met.
- Install water meters to record and measure water usage to compare to the established baseline.
OR: design the landscape to not require a perm irrigation system.
- Reduce water usage by at least 50% from the baseline case beyond the establishment period
- Ensure sections of the site maintenance plan (O+M P8.1) are complete & describe the anticipated watering schedule & process for maintaining non-potable irrigation water sources.
P3.2: Reduce water use for landscape irrigation
Exemptions
Water volume used for the following purposes may be included or excluded from irrigation calcs at the project team’s discretion:
- Water used during establishment period
- Water used to irrigate non-commercial food production gardens - irrigation used on edible plants should not harm human health.
- Water used as required by local regulations in fire-prone areas for fire suppression systems
- Water used for athletic fields (if vegetated)
P3.2: Reduce water use for landscape irrigation
Submittal docs
- Planting plan, including planting schedule showing plant types, associated sq ftges, and landscape coefficients.
- Irrigation plan clearly indicating water sources (ex-if perm irrigation is installed).
- Avg monthly evapotranspiration & avg monthly rainfall for the site’s peak watering month, including sources of information for a historic period of at least 10 years.
- Water budget calcs for baseline, landscape water allowance (LWA), landscape water requirement (LWR), and results - using US EPA WaterSense Water Budget Tool.
- Narrative describing:
- landscaping and irrigation design strategies employed by the project, incl. during the establishment period.
- Size, brand, model number of the water meter installed & how the data will be used to manage the irrigation system.
- Reasoning to support the use of selected landscape coefficient values (K) for the plant types on site, incl. references
- For projects using non-potable water, info about source & quantity
- For projects using temporary irrigation systems, type of system used & process for decommissioning the system at the end of the establishment period.
- In the case of planned service for reclaimed water, show that the relevant agency has provided a “letter of availability” committing to provide the reclaimed water for the project.
P3.2: Reduce water use for landscape irrigation
Benefits
- US, irrigation uses 7 billion gallons of water per day
- Half of irrigation water can be wasted
- Reducing water waste decreases electricity use @ water treatment facilities.
P3.2: Reduce water use for landscape irrigation
Rec strategies
Reduce potable water use:
- Max captured stormwater
- Design self sustaining systems, limit water use to time of planting only
- Plant at optimal season for watering establishment
- Use only regionally appropriate turf grasses
- Improve water retention by increasing organic matter (compost)
- Separate plants in hydro-zones
- Use drip irrigation & climate-based controllers
- Reuse water
- If graywater or wastewater use for irrigation, consider chemical tests.
- Use water treated and conveyed by a public agency specifically for non-potable uses.
C3.3: Manage precipitation beyond baseline
Intent
Maintain site water balance, protect water quality, and reduce negative impacts to aquatic systems, channel morphology, and dry weather base flow by replicating natural hydrologic conditions and providing retention and treatment for precip on site.
C3.3: Manage precipitation beyond baseline
Available Points
4-6 points
- 80th percentile precip event = 4 points
- 90th percentile precip event = 5 points
- 95th percentile precip event = 6 points
C3.3: Manage precipitation beyond baseline
Requirements
Through on-site infiltration, evapotranspiration, and harvest use, retain or treat the max precipitation volume beyond the required baseline precip volume of the 60th percentile precip event described in Water P3.1
- Retain or treat max precip volume on site for the desire point total.
- For treatment of any precip volume NOT retained:
- Treat any volume of runoff using an appropriate technology
- Ensure the entirety of precip event not retained is treated, and that remaining runoff will be discharged at discharge rate limit
- BMPS scaled to account for the additional volume of runoff entering from areas off site. (treatment practices must achieve, at min, an average discharge concentration of less than or equal to 25 mg per liter total suspended solids for the volume treated.) (in cases where receiving waters are impaired or threated by specific pollutants of concern, treatment must be provided for these pollutants).
- Ensure sections of the site maintenance plan (O+M P8.1) are complete