Category:Table

A

• Advantages and disadvantages of above- or below-ground tanks and stormwater ponds
• Alleviating compaction from construction activities
• Anti-icing application rate guidelines
• Anti-Icing Application Rate Guidelines
• Anti-icing application rates
• Anti-icing data form
• Applicability of BMPs for cold climate use
• Application guidelines
• Application rates for deicing
• Average Bid Prices for Spec Year 2014
• Average Bid Prices Storm drain for spec year 2014
• Average Bid trafficker Prices for Spec Year 2014
• Average chloride concentrations in groundwater based on land use
• Average erosion Control blanket bid prices for Spec Year 2014
• Average mulch bid prices for spec year 2014
• Average seeding bid prices
• Average turf reinforcement mats bid prices for Spec Year 2014

B

• Baffle Performance Summary
• Bare soil cover types and percent reduction of soil loss
• Best management practices matrix
• Biofiltration - Raingardens data table
• Bioretention combined
• BMP design restrictions for special watersheds
• BMP practices construction costs maintenance costs and land requirements
• BMP practices constructionc osts maintenance costs and land requirements
• BMPs for stormwater filtration
• BMPs for stormwater infiltration

C

• Calculate application rate
• Calibration Chart for auger or conveyor systems
• Calibration chart for augured or conveyed manual controlled spreaders
• Calibration chart for gravity flow equipment
• Challenges to the Design of Runoff Management Practices in Cold Climates
• Check dam materials specifications
• Check dam related average Bid Prices
• Check dame related average Bid Prices
• Check dams for stormwater swales
• Chloride Management Plan combined
• Classification of receiving waters used in this manual
• Cold climate plant materials of the upper midwest with known salt tolerance, listed from wet to ery soil moisture
• Common pre-storage practices used in stormwater harvesting and use systems
• Common roofing materials and water quality considerations
• Comparison of Annual Maintenance Cost Estimator Models to Study Data
• Comparison of BMP Land Area Estimator Models to Study Data
• Comparison of Construction Cost Estimator Models to Study Data
• Comparison of materials used for rainwater harvesting systems
• Comparison of properties of different types of storage tanks
• Comparison of pros and cons of bioretention soil mixes
• Comparison of Root Limiting Bulk Density for Different Soil Types
• Compost Specifications
• Concentrations of Zinc, Copper, and Lead in Roof Runoff Based on Roof Material Type
• Considerations for construction scheduling
• Construction activity by county
• Construction and Operations Guidance for Site with Limited Infiltration Capacity BMPs
• Construction requirements for compost blanket application
• Construction requirements: Compost blanket application
• Construction requirements: Compost filter berm
• Construction site BMPs and their function and control mechanisms
• Contractor bid averages for installation of three 29,000 gallon underground storage tanks
• Contributing drainage area to stormwater filtration BMPs
• Cost-benefit considerations for stormwater and rainwater harvest and use/reuse
• Curve number for Use with pre-settlement conditions

D

• Daily precipitation vs annual runoff MSP airport
• Dakota County plow driver survey
• Deicing application rate guidelines for 24’ of pavement
• Deicing Application Rate Guidelines for Parking Lots and Sidewalks
• Design Considerations for Automated Makeup Water Supply Systems
• Design considerations for constructed stormwater ponds used for harvest and irrigation use/reuse

D cont.

• Design criteria for bioretention
• Design criteria for dry swale (grass swale)
• Design criteria for high-gradient stormwater step-pool swale
• Design criteria for infiltration
• Design criteria for stormwater and rainwater harvest and use/reuse
• Design criteria for stormwater ponds
• Design criteria for wet swale (wetland channel)
• Design infiltration rate as a function of soil texture for bioretention in Minnesota
• Design restrictions for special waters - bioretention
• Documentation form for deicing
• Dry swale (grass swale) combined
• Dry swale materials specifications

E

• Elements of design, operation, and maintenance that address potential risks associated with stormwater harvesting and use
• Engineers estimate for installation of one 1,500 gallon aboveground corrugated steel storage tank
• Environmental concerns for stormwater and rainwater harvest and use/reuse
• Environmental impacts of road salt and other de-icing chemicals
• Erosion Control Technology Council standard specifications for erosion control blankets and mulch control nets
• Erosion Control Technology Council standard specifications for permanent turf reinforcement mats
• Erosion prevention practices - erosion control blankets and anchoring devices
• Erosion prevention practices - natural and synthetic mulches
• Erosion prevention practices - tackifiers and soil stabilizers
• Erosion prevention practices - temporary seeding and stabilization
• Erosion prevention practices - turf reinforcement mats
• Estimated iimpact of stormwater reuse for irrigation on average annual runoff reduction
• Evaluating the effectiveness for winter parking lot and sidewalk maintenance
• Example check dam types spacing slope applications and longevity
• Example Infiltration Requirements in the Twin Cities Metro Area (2009)
• Example properties of soil binders for erosion prevention
• Example sizing information for riprap energy dissipators at culvert outlets
• Example spreadsheet - Cumulative volume above normal surface elevation
• Examples of Implementation Strategies for Winter Maintenance Leadership
• Examples of Municipal and Private Cost Savings
• Examples of potential exposure types and pathways
• Examples of potential pollutant generating land uses
• Examples of stormwater credits for urban trees
• Examples of the estimated pollutant load reductions for a stormwater reuse storage system sized for the average storm event runoff volume
• Examples of the estimated runoff volume reduction for a stormwater reuse storage system sized for the average storm event runoff volume
• Excerpt from Table 2575-4 - Required Corrective Action
• Excerpt from Table 2575-4 Required Corrective Action
• Excerpt from Table 2575-4, Required Corrective Action
• Expected performance for check dams
• Expected performance for erosion control blankets
• Expected performance for natural and synthetic mulches
• Expected performance for outlet energy dissipators
• Expected performance for perimeter control
• Expected performance for storm drain inlet protection
• Expected performance for tackifiers and soil stabilizers
• Expected performance for temporary diversion barrier controls
• Expected performance for temporary seeding and stabilization practices
• Expected performance for temporary vehicle tracking BMPs
• Expected performance for turf reinforcement mats

F

• Factors affecting the fate and transport of pathogens within the subsurface
• Federal and State Stormwater Related Permits
• Filtration data table
• Filtration Summary Table

G

• General inspection and maintenance guidelines for stormwater harvest and use systems
• General principles for erosion prevention and sediment control at construction sites in Minnesota
• General relationship of soil bulk density to root growth based on soil texture
• Grass Channel & Dry Swale Sizing Input Parameters
• Grass Channel Performance Summary
• Guidelines for filter strip pre-treatment sizing

H

• Harvested stormwater beneficial uses
• Harvested stormwater site survey and information worksheet
• High Risk Lakes in the TCMA
• High Risk Streams in the TCMA
• How salt works and overview of deicing chemicals
• HWL (ft)

I

• Impaired Lake and Wetland Characterization in the TCMA
• Impaired Lakes, Wetlands and Streams by MS4
• Impaired Lakes, Wetlands and Streams by WD & WMO
• Impaired Stream Characterization in the TCMA
• Increase in bulk density by land use or activity
• Increase in Soil Bulk Density by Land Use or Activity
• Industrial & Commercial practices pollutant controls
• Industrial prevention practices for bacteria
• Infiltration combined
• Infiltration design guideline - preliminary judgement on suitability of a site for infiltration
• Infiltration Summary Table
• Infiltration trench combined
• Is My Facility Required to Obtain the Industrial Stormwater General Permit
• Itemized stormwater harvest and use system component costs

K

• Keeping surfaces clear for winter parking lot and sidewalk maintenance
• Key stormwater sizing terminology

L

• Lakes and wetlands impaired by chloride in the TCMA
• Lbs per 1000 sq ft to lps per lane mile conversion
• Lbs per lane mile to lbs per 1000 sq ft conversion
• Links to other manuals
• Long-term chloride trends in lakes in the TCMA
• Lowest practical melting temperature

M

• Material conversions for winter parking lot and sidewalk maintenance
• Maximum Detention Time - Average Daily Temperature
• Minimum bioretention soil media depths recommended to target specific stormwater pollutants
• Minimum setback requirements
• Minimum setback requirements (for bioretention practices that treat a volume of 1000 gallons or more)
• Minimum Water Quality
• Minimum water quality for rainwater catchment systems
• Minnesota Stormwater Manual test page 3
• MnDOT approved - qualified hydraulic mulch products
• MnDOT approved/qualified hydraulic erosion prevention/control products
• Model ordinance sources
• MPCA municipal wastewater reuse water quality treatment limits (modified to only include irrigation-related uses)
• MS4 fact sheet - Establishing An Infiltration Standard
• MS4 fact sheet - Street & Parking Lot Sweeping
• MS4 fact sheet - Urban Forestry & Stormwater Management
• MS4 fact sheet - Volume Control Using Compost Materials / Soil Amendments
• Mulch types application rates benefits, and limitations
• Municipal practices pollutant controls
• Municipal prevention practices for bacteria

N

• NPDES Source Permits by Lake
• NPDES Source Permits by Stream
• Number of days with lake and wetland samples exceeding the chronic and acute criterion in the TCMA, 2003-2013
• Number of days with stream samples exceeding the chronic and acute criterion in the TCMA, 2003-2013
• Number of non-structural BMPs reported, by TMDL project

O

• Open vegetated swale and filter strip materials specifications
• Open vegetated swale materials specifications
• Operation and maintenance for stormwater and rainwater harvest and use/reuse
• Operation and maintenance of dry swale (grass swale)
• Operation and maintenance of high-gradient stormwater step-pool swale
• Operation and maintenance of stormwater infiltration practices
• Operation and maintenance of wet swale (wetland channel)
• Other impacts of road salt use
• Overview and methods of pretreatment
• Overview for stormwater and rainwater harvest and use/reuse
• Overview of unified stormwater sizing criteria

P

• Pathogen types and examples
• Peak discharge (cfs)
• Peak discharge (cfs) during a wet year (2002)
• Percent P Removed Via Non-Volume Reduction Treatment
• Performance-Based Chloride Reduction Strategies
• Perimeter controls for disturbed areas - Average Bid Prices
• Permitting worksheet
• Planning, scheduling, and sequencing for construction
• Plants for swales