m
m
Line 5: Line 5:
 
*Caraco, D., and R. Claytor. 1997. [http://www.in.gov/indot/files/BMP_Design_Cold_Climates.pdf Stormwater BMP Design Supplement for Cold Climates]
 
*Caraco, D., and R. Claytor. 1997. [http://www.in.gov/indot/files/BMP_Design_Cold_Climates.pdf Stormwater BMP Design Supplement for Cold Climates]
 
*Connecticut Department of Energy and Environmental Protection. 2004. [http://www.ct.gov/deep/lib/deep/water_regulating_and_discharges/stormwater/manual/CH11_IP_P-3.pdf Stormwater Quality Manual; Chapter 11 - Infiltration Practices]
 
*Connecticut Department of Energy and Environmental Protection. 2004. [http://www.ct.gov/deep/lib/deep/water_regulating_and_discharges/stormwater/manual/CH11_IP_P-3.pdf Stormwater Quality Manual; Chapter 11 - Infiltration Practices]
 +
*Fairfax County Virginia. 2005. ''Fairfax LID BMP Fact Sheet''.
 
*Glover, R.. 1960. [http://www.ars.usda.gov/SP2UserFiles/Place/54021000/Oldpapers/GroundWaterRecharge.pdf Mathematical Derivations as Pertain to Ground-water Recharge]. Report CER60REG70. Agricultural Research Service, USDA, Fort Collins, Colorado. 81 pp.
 
*Glover, R.. 1960. [http://www.ars.usda.gov/SP2UserFiles/Place/54021000/Oldpapers/GroundWaterRecharge.pdf Mathematical Derivations as Pertain to Ground-water Recharge]. Report CER60REG70. Agricultural Research Service, USDA, Fort Collins, Colorado. 81 pp.
 
*Hantush, M., 1967. ''Use of Soil Texture, Bulk Density and Slope of water Retention Curve to Predict Saturated Hydraulic Conductivity''. Water Resources Research, 3(1): 227-234.
 
*Hantush, M., 1967. ''Use of Soil Texture, Bulk Density and Slope of water Retention Curve to Predict Saturated Hydraulic Conductivity''. Water Resources Research, 3(1): 227-234.
Line 24: Line 25:
 
*Rawls, W., D. Giminez, and R. Grossman, 1998. ''Use of Soil Texture, Bulk Density and Slope of water Retention Curve to Predict Saturated Hydraulic Conductivity''. ASAE. Vol. 41(4), pp. 983 – 988.
 
*Rawls, W., D. Giminez, and R. Grossman, 1998. ''Use of Soil Texture, Bulk Density and Slope of water Retention Curve to Predict Saturated Hydraulic Conductivity''. ASAE. Vol. 41(4), pp. 983 – 988.
 
*Roseen, R.M.,T. P. Ballestero, J. J. Houle, J. F. Briggs, and K. M. Houle. 2012. [http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/2012%20JEE%20UNHSC%20PA%20Performance.pdf Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Storm-Water Treatment Strategy in a Cold Climate]. Journal of Environmental Engineering. January: 81-89.
 
*Roseen, R.M.,T. P. Ballestero, J. J. Houle, J. F. Briggs, and K. M. Houle. 2012. [http://www.unh.edu/unhsc/sites/unh.edu.unhsc/files/pubs_specs_info/2012%20JEE%20UNHSC%20PA%20Performance.pdf Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a Storm-Water Treatment Strategy in a Cold Climate]. Journal of Environmental Engineering. January: 81-89.
 +
*San Mateo Countywide Pollution Prevention Program. 2014. [http://www.flowstobay.org/sites/default/files/SMCWPPP%20C.3%20Technical%20Guidance%20Handbook_Oct_2014.pdf#overlay-context=newdevelopment C.3 Stormwater Technical Guidance]
 
*Scheuler, T.R. 1987. ''Controlling Urban Runoff: A Practical Manual for Planning and Designing Urban BMPs''
 
*Scheuler, T.R. 1987. ''Controlling Urban Runoff: A Practical Manual for Planning and Designing Urban BMPs''
 
*Shaw, D., and R. Schmidt. 2003. [https://www.pca.state.mn.us/sites/default/files/pfsd-section1.pdf Plants for Stormwater design: Species Selection for the upper Midwest]
 
*Shaw, D., and R. Schmidt. 2003. [https://www.pca.state.mn.us/sites/default/files/pfsd-section1.pdf Plants for Stormwater design: Species Selection for the upper Midwest]

Revision as of 16:06, 26 August 2016

References