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<exDesc>LSRCA Scientific Watershed</exDesc>
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<keyword>floodplain setback</keyword>
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<idAbs>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;This data is open data. By using this data, the user agrees the Information is licensed “as is” and the Authority excludes all representations, warranties, obligations and liabilities whether express or implied, in relation to the Information.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;The Authority is not liable for any errors or omissions in the Information and will not, under any circumstances, be liable for any direct, indirect, special, incidental, consequential, or other loss, injury or damage caused by its Use, even if specifically advised of the possibility of such loss, injury or damage.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;You shall indemnify and save harmless the Authority, its directors and officers, its representatives and employees (collectively, the “Indemnitee”) from and against any and all liabilities, damages, costs or expenses awarded against or incurred or suffered by the Indemnitee arising out of any action or proceeding commenced or maintained by any entity in respect of Your Use of the Information.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;A 15m setback has been applied to the floodplain delineation across the LSRCA watershed. The setback applies to both engineered and estimated floodplain delineations.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;&lt;/DIV&gt;</idAbs>
<idCredit>© LAKE SIMCOE REGION CONSERVATION AUTHORITY, (insert current year). All Rights Reserved</idCredit>
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<suppInfo>Engineered Floodplain: The floodplain is calculated by following standard methodologies for the determination of flood risk
areas, as outlined in provincial and federal floodplain modeling guidelines. The models use a
specified storm event centered over the watershed and account for watershed features such as soils
(type and degree of saturation), vegetation, grades, existing land uses. Water surface elevations have
been produced for most drainage areas greater than 125ha and where base mapping is considered
to have a high degree map accuracy (i.e., 1:2,000 scale).
Estimated Floodplain: Where the detailed extents of floodplains have not
been determined through standard floodplain modeling, the floodplain has been estimated on the
basis of a computer calculation using Ontario Base Map cross-sections (1:5000 / 10,000 scale).
Because of the base map scale and absence of surveyed cross-sections at river and stream
crossings, these floodplains do not have the same level of precision as the fully engineered floodplains. Culverts have not been included in the estimated hydraulic models.
Spill: Spills that have been included as/are considered part of the floodplain.
Spill-Undefined: Areas where loss of containment of the floodplain has been identified, and a spill is expected to occur. However, these spills have not been modelled and/or defined.
Semi-Engineered Floodplain: Where the detailed extents of floodplains have not
been determined through standard floodplain modeling, the floodplain has been estimated on the
basis of a computer calculation using Ontario Base Map cross-sections (1:5000 / 10,000 scale).
Because of the base map scale and absence of surveyed cross-sections at river and stream
crossings, these floodplains do not have the same level of precision as the fully engineered floodplains. Spill-Delineated: Areas of spill that have been defined and are included in the regulated area as a hazard, but are not treated the same the floodplain.
Approximated Floodplain: Floodplain is based on the best available information including field
investigations, available mapping and aerial photography in a manner consistent with section 3 of the
Guidelines for Developing Regulation Schedules, Conservation Ontario and Ministry of Natural
Resources, 2005. Approximated floodplains are not deemed to be as accurate as engineered or
semi-engineered floodplains.</suppInfo>
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<attwidth Sync="TRUE">4</attwidth>
<atprecis Sync="TRUE">10</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl Sync="TRUE">PUBLISH_DATE</attrlabl>
<attalias Sync="TRUE">PUBLISH_DATE</attalias>
<attrtype Sync="TRUE">Date</attrtype>
<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>Publish Date</attrdef>
</attr>
<attr>
<attrlabl Sync="TRUE">FLOODPLAIN_TYPE</attrlabl>
<attalias Sync="TRUE">FLOODPLAIN_TYPE</attalias>
<attrtype Sync="TRUE">String</attrtype>
<attwidth Sync="TRUE">25</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef>1- Engineered Floodplain; 2- Estimated Floodplain; 3 - Spill; 4 - Unregulated Spill; Semi-Engineered</attrdef>
</attr>
<attr>
<attrlabl Sync="TRUE">SETBACK</attrlabl>
<attalias Sync="TRUE">SETBACK</attalias>
<attrtype Sync="TRUE">Double</attrtype>
<attwidth Sync="TRUE">8</attwidth>
<atprecis Sync="TRUE">31</atprecis>
<attscale Sync="TRUE">8</attscale>
<attrdef>15 meters</attrdef>
</attr>
<attr>
<attrlabl Sync="TRUE">OBJECTID</attrlabl>
<attalias Sync="TRUE">OBJECTID</attalias>
<attrtype Sync="TRUE">OID</attrtype>
<attwidth Sync="TRUE">4</attwidth>
<atprecis Sync="TRUE">10</atprecis>
<attscale Sync="TRUE">0</attscale>
<attrdef Sync="TRUE">Internal feature number.</attrdef>
<attrdefs Sync="TRUE">ESRI</attrdefs>
<attrdomv>
<udom Sync="TRUE">Sequential unique whole numbers that are automatically generated.</udom>
</attrdomv>
</attr>
<attr>
<attrlabl Sync="TRUE">DB2GSE.ST_Area(SHAPE)</attrlabl>
<attalias Sync="TRUE">DB2GSE.ST_Area(SHAPE)</attalias>
<attrtype Sync="TRUE">Double</attrtype>
<attwidth Sync="TRUE">0</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
<attr>
<attrlabl Sync="TRUE">DB2GSE.SdeLength(SHAPE)</attrlabl>
<attalias Sync="TRUE">DB2GSE.SdeLength(SHAPE)</attalias>
<attrtype Sync="TRUE">Double</attrtype>
<attwidth Sync="TRUE">0</attwidth>
<atprecis Sync="TRUE">0</atprecis>
<attscale Sync="TRUE">0</attscale>
</attr>
</detailed>
</eainfo>
<mdContact>
<rpIndName>JB</rpIndName>
<role>
<RoleCd value="009"/>
</role>
</mdContact>
<dqInfo>
<dataLineage>
<statement>The floodplain layer, whether it is derived from engineered or estimated models, is based on overall watershed models and is not detailed enough such that the flood line can be directly transposed onto a proposed development site. Proposed development that is affected by floodplain requires the floodplain on the site to be delineated based on the flood elevations calculated by the overall hydraulic model and detailed site specific survey information. In some cases the hydraulic model may need to be revised, updated or created. Please follow-up with the Development, Engineering &amp; Restoration and Flood Management Departments to confirm any additional requirements to support submissions with an impacts on the floodplain.</statement>
</dataLineage>
</dqInfo>
</metadata>
