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Level of Service (LOS) is used to describe the operating conditions and driver delay (measured <br />in seconds) of an intersection. Operations are given letter designations from "A" (best <br />operating conditions) to "F" (worst conditions). <br />City Code Section 1007.020, Site Plan Review and Section 1001.013(2)(c), Premature <br />Subdivision establishes minimum Level Of Service (LOS) requirements. The ordinance states <br />that if the LOS is A or B, the proposed subdivision shall not the degrade the LOS more than one <br />grade. If the LOS is C or D, it shall not degrade the LOS. Intersections with a LOS of E or F must <br />be improved to ensure a LOS of D or better. <br />Intersection <br />Measure of Effectiveness (Delay in Sec and Queue in Ft) <br />Criteria <br />2026 No -Build <br />2026 Build <br />AM Peak Hour <br />PM Peak Hour <br />AM Peak Hour <br />PM Peak Hour <br />Main St (CSAH 14) & 135E 513 Oft <br />Ramp <br />(Signalized) <br />Overall LOS& Delay <br />Worst Movement LOS & Delay <br />A 6.6 <br />D 36.7 (5BL) <br />A 6.5 <br />D 40 (SBL) <br />A 6.7 <br />D 35.5 (SBL) <br />A 6.6 <br />D 40.5 (SBL) <br />SBL -124' <br />95thPercentileQueue <br />5131.-121' <br />SBL -114' <br />SBL -130' <br />Main St (CSAH 14) & I-35E NB <br />Ramps <br />(Signalized) <br />Overall LOS& Delay <br />A 5.7 <br />A 8.2 <br />A 6.0 <br />A 8.1 <br />Worst Movement LOS & Delay <br />C 33 (SBR) <br />C 20.8 (SBR) <br />D 35.8 (SBR) <br />C 21(SBR) <br />95th Percentile Queue <br />SBR - 133' <br />SBR - 182' <br />SBR - 133' <br />SBR -180' <br />Main St (CSAH 14) & Otter Lake <br />Rd <br />(Signalized) <br />Overall LOS& Delay <br />B 18.2 <br />C 22.4 <br />D 47.4 (NBT) <br />WBT 398' <br />C 20.7 <br />C 26.2 <br />Worst MovementLOS& Delay <br />95th Percentile Queue <br />D 40.7 (NBT) <br />WBT -342' <br />D 47.2 (SBT) <br />E 66.4 (WBL) <br />WBT -340' <br />EBT-317' <br />NBL-100' <br />NBL-188' <br />Main St (CSAH 14) & Victor Hugo <br />Blvd <br />(Signalized) <br />Overall LOS & Delay <br />Worst Movement LOS & Delay <br />95th Percentile Queue <br />B 17.3 <br />D 43.4 (WBL) <br />WBT -193' <br />C 25.0 <br />E 49.6 (EBL) <br />EBL 220' <br />B 17.6 <br />D 42.7 (WBL) <br />WBT -187' <br />C 27.5 <br />E 60.9 (EBL) <br />EBL -266' <br />Otter Lake Rd & Gymnastics <br />Access <br />(Side Street Stop Controlled) <br />Overall LOS & Delay <br />A 0.1 <br />A 6.1 (SBT) <br />No Queue <br />A 0.8 <br />A 6.8 (WBL) <br />WBR - 43' <br />A 0.1 <br />A 1(51311.) <br />SBLT - 4' <br />A 0.9 <br />A 7.3 (WBL) <br />SBLT - 50' <br />Worst Movement LOS & Delay <br />95th Percentile Queue <br />Otter Lake Rd & Existing Access <br />(Side -Street Stop Controlled) <br />Overall LOS & Delay <br />Worst Movement LOS & Delay <br />95th Percentile Queue <br />NA <br />NA <br />A 1.7 <br />A 6 (EBL) <br />EBLR 46' <br />A 2.4 <br />A 8.3 (EBL) <br />EBLR 70' <br />Main St (CSAH 14) & Right -In Only <br />Access <br />(Free Right Movements) <br />Overall LOS & Delay <br />Worst Movement LOS & Delay <br />95th Percentile Queue <br />NA <br />NA <br />A 2.4 <br />A 3.6 (WBT) <br />No Queue <br />A 2.1 <br />A 3 (WBT) <br />EBT - 15' <br />Lex el of Sets ice repotted from an aveiage delay fiom 10 SiinTiaffic simulations for ox eiall intersection and worst mo\ ei lent. <br />951 percentile queues are a result front an average of 10 SnnTrafftc snmtlations and the longest queue per intersection is reported. <br />Overall LOS "D" and individual movement LOS "E" are considered acceptable if queuing is acconmtodated. <br />* A dedicated SBL turn lane is assumed with Build conditions on Otter Lake Rd at the access. <br />The proposed Level of Service does not degrade by more than one (1) LOS; therefore, the traffic <br />generated by the proposed development is within the capabilities of the City. <br />EQB Environmental Review <br />The site is within the 2005 1-35E Corridor AUAR environmental review boundary. The AUAR <br />was updated in May 2020. The AUAR identifies this site as commercial in the land use <br />scenarios. The proposed ALDI's grocery store is consistent with commercial development. No <br />further environmental assessment is required. <br />Wetlands <br />