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5.5. SR 08-06-2007
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5.5. SR 08-06-2007
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<br />evaluation came primarily from peer-reviewed manuals, with additional information and discussion based <br />on Barr's own experience and professional judgment. <br /> <br />Table 1 shows that the only limitation with the P8 model, as it relates to the modeling requirements for <br />the loading assessment, is that it is not intended to be used to determine pollutant loadings from non- <br />urban land uses. However, the Simple Method, PONDNET and GWLF can be used to determine pollut- <br />ant loadings from both urban and non-urban land uses. Table 1 also shows that the Simple Method, <br />PONDNET and GWLF lack the ability to model the BMPs that would typically be considered for imple- <br />mentation by the City (such as vegetated drainage ways, extended detention, rain gardens and street <br />sweeping). SLAMM is more detailed than P8 with respect to porous pavements and distinguishing source <br />loading areas (such as driveways, parking lots, lawns, etc.). XP-SWMM is more complex, significantly <br />more expensive, and BMP modeling is more cumbersome, less accurate and less intuitive than the P8 <br />model. <br /> <br />For the purposes of developing our proposed scope of work and cost estimate, we have assumed that we <br />will use the Simple Method to determine the pollutant loadings and runoff volumes from each of the land <br />uses within each watershed and then use the P8 model to account for the effects of BMP implementation <br />for the time periods of interest to the MPCA. The following statements provide justification for choosing <br />the Simple MethodIP8 model combination for the loading assessment modeling, in comparison to <br />SLAMM, POND NET and XP-SWMM: <br />· Based on a meeting, on behalf of several Barr clients, MPCA staff were briefed on this modeling <br />approach for the Loading Assessment and indicated that it would be accepted <br />· Modeling approach will support potential development of a Nondegradation P~an in the future to <br />address any new or expanded discharges <br />· All of the Simple Method inputs can be directly derived within GIS <br />· PONDNET does not model TSS loadings and is only intended for wet detention pond modeling <br />· P8 exceeds the capabilities of SLAMM when it comes to networking of watershedslBMPs and <br />many of the graphics and advanced features <br />· P8 provides routines for perforrniD.g sensitivity analyses and can also be run in design mode to de- <br />termine required sizes of BMP(s) to meet treatment criteria <br />· P8 has highest peer acceptance in Minnesota for urban runoff and BMP water quality modeling <br />· P8 is free, user-friendly and easy to learn with its menu driven system <br />· P8 allows for hydrologic calibration within the program <br />· P8 allows for some GIS compatibility via ASCII text fIle import of watershed data and export of <br />results <br />· P8 reads in hourly precipitation data, while SLAMM only reads in the total precipitation and du- <br />ration of each rainfall event <br /> <br />Barr Engineering Company <br /> <br />Page 7 <br />
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