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Feasibility Report <br />2025 Beaver Ponds Area Street Improvement Project <br />City of Hugo <br />WSB Project No. 026749-000 Page 3 <br />3. Existing Conditions <br />3.1 Surface <br />The project area is surrounded primarily by residential properties that contain <br />landscaping, trees, and numerous other private improvements beyond the edge of <br />the roadway and within the City right-of-way. <br />Roadways identified for improvements in 2025 exist as 30-foot to 34-foot, asphalt <br />paved, urban residential roadway (as measured from back-of-curb to back-of-curb) <br />including a bituminous trail extending along Flay Avenue N and Fondant Avenue N. <br />Roadways are experiencing various severities of distresses including alligator, <br />block, transverse, and longitudinal cracking, along with localized drainage issues. <br />Pavement cores taken within the project area indicate the existing asphalt thickness <br />ranges from 2.75 inches to 5.25 inches and aggregate base thickness ranges from <br />10 inches to 12 inches. The underlying soils consist of predominantly fine grained <br />sand. A copy of the pavement cores is included in Appendix D of this report. <br />The City of Hugo evaluates all roadways within the City periodically, using the <br />Pavement Condition Index (PCI) system. PCI ratings were completed in 2024 within <br />the project area and ranged from good to fair. Generally, roadway replacement or <br />reclamation is recommended when PCI ratings are below 35. A copy of the 2024 PCI <br />ratings is included in Appendix E of this report. <br />The Beaver Ponds Area were originally constructed between 1999 and 2004. <br />Roadways originally constructed in 1999 with ratings in the 40s and 50s and <br />roadways completed in the second phase constructed in 2004 rated in the 50s to <br />80s. <br />3.2 Municipal Utilities <br />3.2.1 Sanitary Sewer <br />The sanitary sewer system in the Beaver Ponds Area consists of 8” to 12” <br />polyvinyl chloride pipe (PVC) installed at the time the roads were originally <br />constructed. <br />3.2.2 Water Main <br />The existing water main within the project corridor was also upgraded at the <br />time the roads were constructed to 8” ductile iron pipe (DIP) including the <br />water services up to and including the curb stop. <br />3.3 Storm Sewer <br />Stormwater is collected in existing curb catch basins on either side of the roadway. <br />These discharge to stormwater basins within the project area.