HYDROGEOLOGICAL REPORT. The Title, Author, and Date of Report applicable to the plan are to be inserted.
HYDROGEOLOGICAL REPORT. Details of the report to be inserted by the Owner’s Engineer
HYDROGEOLOGICAL REPORT. Report on the Hydrogeological Assessment for the Lands located at the northeast corner of the intersection of Colborne Street and Highway 35, Lindsay, Ontario by Candec Engineering Consultants Inc. dated on July 5, 2021.
HYDROGEOLOGICAL REPORT. A Level 1 Hydrogeological Report is a preliminary hydrogeological assessment to determine the final extraction elevation relative to the established groundwater table, and the potential for adverse effects to groundwater and surface water resources and their uses. A Level 2 Hydrogeological Report must address the potential for adverse effects of the operation on the following features if located within the zone of influence for extraction below the groundwater table and must be prepared by a qualified geoscientist or professional engineer with adequate experience in that field. The report must include the following items: ▪ Waterwells; ▪ Springs; ▪ Groundwater aquifers; ▪ Surface water courses and bodies; ▪ Discharge to surface water; ▪ Proposed water diversion, storage and drainage facilities on site; ▪ Methodology; ▪ Description of the physical setting including local geology, hydrogeology and surface water systems; ▪ Water budget; ▪ Impact assessment; ▪ Mitigation measures including trigger mechanisms; ▪ Contingency plan; ▪ Monitoring plans; and ▪ Technical support data in the form of tables, graphs and figures, usually appended to the reports.
HYDROGEOLOGICAL REPORT. Pursuant to a Hydrogeological Assessment Report prepared for Tribute (Lindsay 1) Limited by WSP, dated March 7, 2022, an investigation was conducted to assess existing soil and groundwater conditions, which has included groundwater monitoring, water quality sampling, and hydraulic conductivity testing from a network of monitoring xxxxx installed by Xxxxxx Associates in February 2021. A water balance of the Site was carried out, which has considered the impact to post-development recharge to groundwater from the proposed residential development. A preliminary dewatering assessment was also conducted to estimate pumping rates in order to identify the type of water handling permit required. Results of the assessment show a 54.4% deficit in post-development infiltration without implementing mitigation measures to promote further infiltration. The assessment has considered implementing Low Impact Development (LID) measures, including additional topsoil placement, disconnecting downspouts on residential units to allow roof runoff to discharge onto lawns, and shallow infiltration trenches within community parks. Employing these measures has reduced the post-development infiltration deficit to 19.4%. Results of the dewatering assessment suggests that an EASR is likely the most appropriate permit required for short-term construction dewatering.
HYDROGEOLOGICAL REPORT. Subsurface Investigation Report – Proposed Residential Development Xxxxxx Street and Xxxxx Street, prepared by GHD, dated April 2021.
HYDROGEOLOGICAL REPORT. The Owner hereby AGREES that the recommendations contained in the said Hydrogeological Report on file with the City shall be implemented and certified by a qualified hydrogeologist to the satisfaction of the City prior to the issuance of any building permits.
