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*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. | ||
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*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] |