Rideau Valley Conservation Authority 3889 Rideau Valley Drive, PO Box 599, Manotick, Ontario, Canada | 613-692-3571 | www.rvca.ca Technical Memorandum
July 18, 2017
Subject: Rideau River Flood Risk Mapping from Kars to Burritts Rapids
Lead Investigator: Ferdous Ahmed, Ph.D., P.Eng. Senior Water Resources Engineer
Contributing staff: Simon Nolan, Engineering Assistant David Crossman, GIS Coordinator Perry Ghioureliotis, GIS Specialist Patrick Larson, Senior Water Resources Technician Andrea Larsen, Hydrometric Technician
Executive Summary This report provides a summary of the analytical methods used and underlying assumptions applied in the preparation of flood plain mapping for the Rideau River from Kars to Burritts Rapids. The project has been completed in accordance with the technical guidelines set out under the Canada-Ontario Flood Damage Reduction Program (FDRP) (MNR, 1986), and the technical guide for the flood hazard delineation in Ontario (MNR, 2002) as laid out by the Ontario Ministry of Natural Resources. The 1:100 year flood lines delineated here are suitable for use in the RVCA’s regulation limits mapping (as per Ontario Regulation 174/06) and in municipal land use planning and development approval processes under the Planning Act.
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Contents
1. Introduction ...... 3 2. Study Area ...... 5 3. Previous Studies ...... 6 4. Topographical Mapping ...... 8 5. Hydrological Analysis ...... 10 6. Hydraulic Computations ...... 11 6.1 HEC-RAS Model ...... 11 6.2 Model Verification ...... 13 6.3 Computed Water Surface Profiles ...... 15 6.4 Sensitivity Analysis ...... 16 7. Selection of Regulatory Flood Levels ...... 17 8. Flood Line Delineation ...... 19 8.1 General ...... 19 8.2 Buildings in the floodplain ...... 20 8.3 Islands in the floodplain ...... 20 8.4 Flood mapping data in GIS ...... 20 9. Project Deliverables ...... 21 10. Closure ...... 22 11. References: ...... 23
Tables Figures Appendix A: HEC-RAS Profiles and Cross-Sections Appendix B: Field Verification of LIDAR Data Appendix C: Buildings and Islands in Floodplain – RVCA Policy
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 2 of 28 1. Introduction In 2012, The City of Ottawa and three conservation authorities (Mississippi, Rideau and South Nation) initiated a program for flood risk mapping within the boundary of the City. A five-year plan for mapping a number of high priority rivers and streams was made. As part of this program, the RVCA has identified 12 stream reaches, where the existing mapping would be updated or mapping will be created for the first time. Historically, the Rideau River from Poonamalie Dam to the Rideau Falls has been segmented in to five reaches for flood mapping studies: 1) Rideau River (Hogs Back to Rideau Falls) 2) Rideau River (Hogs Back to Kars) 3) Rideau River (Kars to Burritts Rapids) [this study] 4) Rideau River (Burritts Rapids to Smiths Falls) 5) Rideau River (Smiths Falls to Poonamalie Dam)
The first three reaches are within the City of Ottawa and were therefore identified for updating during this program. Updating of the first reach (Hogs Back to Rideau Falls) has already been completed (RVCA, 2016). Work on the second reach is nearing completion and a project completion report is being produced concurrently (RVCA, 2017b). This report deals with the third reach (Kars to Burritts Rapids). The middle three reaches are in need of updating and it was decided that a single, comprehensive hydrological analysis done for the entire Rideau River will be a logical approach. This single hydrological study has now been completed (RVCA, 2017a), which should be read along with the present report. The flood quantiles derived from the hydrology report have been used here (and will be used elsewhere) for flood mapping purposes along the Rideau River. This report deals with the flood risk mapping of the third reach of the Rideau River (Kars to Burritts Rapids). The last mapping study (Robinson, 2003) of this reach is now 14 years old. Changes in the landscape have taken place along the shoreline and floodplain, such that the plotted flood limits in some locations may no longer accurately depict areas that are presently flood prone under regulatory flood conditions. It has been deemed desirable and necessary by the City of Ottawa to produce updated flood line mapping, to facilitate the
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 3 of 28 implementation of the natural hazards policies of its Official Plan and the associated zoning by-laws. A funding contribution from the City has enabled the RVCA to prioritize this project within its ongoing, watershed-wide program of flood risk assessment and flood plain delineation. This report provides a summary of the analytical methods used and underlying assumptions applied in the preparation of flood plain mapping for the Rideau River from Kars to Burritts Rapids (Figure 1). The project has been done in accordance with the technical guidelines set out under the Canada-Ontario Flood Damage Reduction Program (FDRP) (MNR, 1986), and the technical guide for the flood hazard delineation in Ontario (MNR, 2002) as laid out by the Ontario Ministry of Natural Resources. It also conforms to the ‘generic regulation’ guidelines of Conservation Ontario (2005). The 1:100 year flood lines delineated here are suitable for use in the RVCA’s regulation limits mapping (as per Ontario Regulation 174/06) and in municipal land use planning and development approval processes under the Planning Act. The Robinson (2003) mapping has been used by RVCA for regulatory purposes since 2003. The present mapping, when endorsed by RVCA’s Board of Directors, will supersede the 2003 Robinson mapping.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 4 of 28 2. Study Area The Rideau River, from Kars to Burritts Rapids, has no branches and is thus the only stream reach mapped during this study. This 32 km reach extends from the upstream side of Regional Road 6 or Roger Stevens Drive at Kars to the downstream side of the Burritts Rapids Dam (Figure 1). The area mapped is located mostly within the City of Ottawa. However, a 26 km reach separates the City from the County of North Grenville; thus mapping of this part also affects North Grenville. The river goes through sparsely populated rural areas. There are a few flood vulnerable areas such as those near the Village of Kars, Lorne Bridge Road, Fenell Lane, Baxter Conservation Area, Fairmile Drive, Hilly Lane and Becketts Landing.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 5 of 28 3. Previous Studies Two flood plain mapping studies that included the reach from Kars to Burritts Rapids have been carried out in the past (James F. MacLaren, 1976; Robinson, 2003). The first study was conducted by James F. MacLaren (1976), with a focus on the reach from Kars to Smiths Falls. Flood frequency analysis was done using available streamflow data at Long Island (1949-1975; 27 years), Merrickville (1942-1975; 34 years) and Poonamalie (1944-1975; 32 years). The 1:100 year floods at these three locations were estimated at 14400, 5300 and 5000 cfs (407.8, 150.1 and 141.6 cms) respectively. Flows at other locations were computed by interpolating flows as a linear function of drainage area. The contribution of Kemptville Creek was estimated as 8600 cfs (243.5 cms) and was added at the confluence. The determination of the 1:100 year flood profile was based on two components. First, the headwaters upstream of water control structures were computed using the information provided by Park Canada’s Rideau Canal Office. Second, the channel profiles upstream were computed using the RBACK computer model (developed by James F. MacLaren and based on the standard step method). Flood lines were then plotted on photo-mosaic sheets. The second attempt to map the Rideau River from Kars to Burritts Rapids was made in early 1990s. This project was commissioned in 1992 and the final report by Robinson (2003) was preceded by a number of interim reports. Different methodologies were tried and many challenges faced; but at the end, the approach based on flood frequency analysis at gauge locations and flow transposition – first advocated by Robinson (1984) – was adopted. A frequency analysis of the streamflow data from 1948 through 1989 at Below Manotick gauge was done, and the three parameter log-normal (3PLN) distribution was selected for conservatism and also for consistency with past studies. It is not clear if the data at the Ottawa gauge was revised. However, it appears that the flood quantiles at Ottawa and Below Manotick were used for estimating the flows at upstream locations by area pro-rating (thus making it an extrapolation rather than interpolation). The details of the hydrological calculations are scattered in various interim reports, but a 1993 report (Robinson, 1993) contains the summary. At the end, however, design flows from Dillon (1989), which were really taken from Robinson (1984), were finally chosen for flood mapping purposes. The estimated flows were then used in the
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 6 of 28 HEC-2 model for water profile computation. Flood lines were plotted on 1:2000 and 1:5000 scale topographical maps. It is noted here that the James F. MacLaren’s (1976) mapping work was extended in 1983 to include major tributaries and is documented in James F. MacLaren (1983) report. Spring floods of nine tributaries were estimated. And the spring floods were used to calculate the flood levels along the tributaries. The hydraulic computation was done using the HEC-2 model, and the floodplain plotted on phot-mosaic sheets. Updating the mapping along these tributaries is not within the scope of the current study, and therefore, the present study has no impact on them.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 7 of 28 4. Topographical Mapping LIDAR: High quality topography is the key to high quality flood risk mapping. Digital elevation models were derived from LIDAR data procured by the City of Ottawa. The LIDAR was flown in April 2007 and August 2012. This data set has a density of about 7 to 8 points per square meter, and an estimated vertical accuracy of 0.10 m (Airborne Imagery, 2013). The City also provided 0.25 m contour lines that were derived from LIDAR data. However, we only used the LIDAR points (spot heights) directly for this study, and the contour lines were never used. In some places, the LIDAR data was missing along the water line or were obscured by trees and shrubs. RVCA staff carried out ground surveys during 2014 and 2015 to collect data to augment the LIDAR data for the purposes of flood line delineation. The accuracy of the LIDAR data was checked in the field by RVCA staff in April-May 2015. The true elevations of features on the ground that are identifiable on the mapping were determined using RVCA’s survey grade GPS equipment (Trimble R8), and compared with the elevations indicated by the LIDAR spot heights, to determine that any differences between mapped and true elevations were within the accuracy prescribed by the FDRP standards. In total, 300 spot heights were verified (see Table B.1 and Figure B.1 in Appendix B). As described in the FDRP guidelines (MNR 1986), the spot height checks are considered satisfactory when 90% of the data points are within 0.33 m of the field measurement. As shown in Table B.1, this criterion has been adequately met1. On average, the spot heights are within 4.9 cm (Figure B.2). At the few locations where these criteria are not met, changes to the landscape since the date of air photo have been identified as the probable cause of the discrepancy. Data at these locations were disregarded in the DTM verification. In the southeast portion of the study area, floodplains extended beyond the 2012 LIDAR coverage, which extended only about 500 m south of the Rideau River. High
1 FDRP (1986) Manual also specifies criteria for checking contour crossings. However, in this study we used only LIDAR spot heights, not contour lines. Therefore, we did not check the accuracy of contour lines supplied by the City of Ottawa.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 8 of 28 quality DTM based on 2001 aerial photography, which met FDRP (1986) specifications, was used in this area. Drape Imagery: The Drape imagery was collected in April-June 2014 with a horizontal accuracy of ±0.5 metre. This high quality colored photo clearly shows the rivers, creeks, land use, houses, buildings, roads, infrastructure, vegetation and other details. 2011 Aerial photo: The 2011 aerial photo was also available from the City of Ottawa. It is accurate, sharp and in colour, and shows various natural and man-made features clearly. Building footprint: The ‘building footprint’ layer was provided by the City of Ottawa for the area inside the urban boundary. It enables us to accurately draw flood lines around buildings. This data layer contained information collected over a number of years.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 9 of 28 5. Hydrological Analysis The hydrological analyses to support this study have been documented in an accompanying report (RVCA, 2017a), and are not repeated here. Suffice it to say that the methodology was based on a thorough review of past studies. Our current methodology for estimating flood quantiles along the Rideau River consists of the following components: o Estimating and using instantaneous flows o Converting ‘regulated flows’ to ‘naturalized flows’ by using the Robinson (1984) methodology o Testing streamflow data for suitability for flood frequency analysis (homogeneity, independence, randomness, and trend) o Using standard flood frequency analysis where long enough streamflow record is available (gauge locations) to estimate flood quantiles o Using area pro-rating to transpose flood quantiles from gauge locations to other locations o Using the hydraulic model (HEC-RAS) to determine the flow split where multiple branches are present
Once we settled on this approach, the available streamflow data and watershed characteristics determined to a large extent the eventual outcome of this analysis, i.e., the flood quantiles. Table 1, taken from RVCA (2017a), shows the flood quantiles that were computed for flood mapping purposes along the Rideau River. Table 2 lists the exponents which were determined from streamflow data and were used in computing flows at ungauged locations. Table 3 shows the flows that were used for hydraulic computation (HEC-RAS modeling). Figures 2 and 3 illustrate the spatial distribution of flood quantiles and their relative magnitude.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 10 of 28 6. Hydraulic Computations 6.1 HEC-RAS Model Following standard procedures (MNR, 1986; USACE, 1990, 2010), a steady-state hydraulic model of the Rideau River was built. The steady state HEC-2 model developed by Robinson (2003) was converted to HEC-RAS and updated to present conditions. The HEC-RAS software (version 4.1.0) developed by the US Army Corps of Engineers (USACE, 2010) was used. It uses the same back water calculation procedure as HEC-2 (USACE, 1990), which has been the industry standard since the 1970s, but with improved data processing and graphical capabilities. Cross-Sections: The cross-sections used in the modeling were imported from Robinson’s (2003) HEC-2 model files. These cross-sections (95 in total) were based on the original 1970 bathymetry generated by sounding technique by Canadian Hydrometric Service (CHS). The above-water part of the cross-sections was extracted from 1:2000 scale topographical mapping generated from aerial photography collected on 26th April 1985. This data was supplemented by field data collected by Robinson (2003) and RVCA staff at that time. The above-water portion of cross-sections matched well with recent LIDAR data and was deemed to be suitable for the current study. Survey work to verify the representativeness of the below-water portions of the cross-sections was considered to be beyond the scope of the current project. In total, 95 cross-sections were used in our HEC-RAS model. Figure 4 shows a schematic of the HEC-RAS model. Figures 9(a-e) show the cross-sections in greater detail, along with the computed Regulatory Flood Levels (RFLs) and flood risk limits. The spacing between and the alignment of river cross-sections within the model were reviewed and adjusted as necessary. Channel Roughness: These values were directly taken from Robinson’s (2003) calibrated HEC-2 model. The Manning’s roughness coefficient was generally between 0.030 and 0.035 in the main channel, and was 0.08 for most of the overbank areas (a tabular listing is included in Appendix A). These values were consistent with standard values, such as those recommended by Chow (1959). As will be seen later in this report, these values were found satisfactory and no further adjustment was necessary.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 11 of 28 Rating Curve: Rating curve at the Rideau River Below Merrickville gauge location was obtained from Water Survey of Canada (WSC) (Figure 5). This rating curve was outside the study reach (Kars to Burritts Rapids) and thus could not be directly used in HEC-RAS model verification. But it would be useful for mapping the next reach (Burritts Rapids to Smiths Falls). Bridges/Structures: Within the study area there are four bridges and one dam (Tables 4 and 5). As-built drawings for all the bridges within the reach were obtained from the City of Ottawa. Bridges in the Robinson study were not directly added to the model since the structures were wide and high with no possibility of affecting the flood flow. The bridges were instead represented as cross-sections with encroachments to represent bridge abutments2. Only the Roger Stevens Drive Bridge was included in the hydraulic model in order to be consistent with the RVCA’s (2017b) model downstream (Kars down to Hogs Back). As-built information for the Burritts Rapids Dam was obtained from Parks Canada’s Rideau Canal Office, Smith Falls and from Acres (1994) report. Tables 6 and 7 lists the cross-sections, bridges and dams that were modified from Robinson’s (2003) during the course of this study, and the reasons for doing so. The design flows from the hydrologic analysis (discussed above), with return periods ranging from 2 to 500 years (Table 1), were used in the HEC-RAS model. Table 3 shows the flows that were input to the HEC-RAS model. At the downstream end of the HEC-RAS model, the model was extended about 1.5 km downstream of Regional Road 6 Bridge. The boundary conditions, i.e., simulated water levels at the downstream end (cross-section -1460), were taken from the recent HEC-RAS model for the downstream reach (from Hogs Back to Kars; RVCA, 2017b). Table 8 lists the boundary conditions for various flood events. All dams were assumed to be fully open during flood conditions. This is the current policy of Parks Canada, the owner and operator of the dams3.
2 This was found to be an acceptable method when scrutinized. When the bridges were modelled using the bridge design editor in HEC-RAS, a water level variation of only 1 cm was found.
3 In a meeting between RVCA and Parks Canada staff on 12 March 2015, the current operating policies for the dams along the Rideau Canal were clarified and confirmed by Parks Canada staff. During flood events, Parks Canada fully opens the dams and allows ‘free flowing’ condition at all structures.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 12 of 28 Once the model was set up, the computed profiles and other parameters were scrutinized to assess the reasonableness of model outputs. Special attention was given to the computed water level and energy profiles near bridges. Adjustments of model parameters – mainly the channel resistance and contraction and expansion coefficients – were made as necessary.
6.2 Model Verification If possible, hydraulic models are generally calibrated and validated before being accepted as representative of the river system being modeled. In this case, our HEC-RAS model is based on Robinson’s (2003) HEC-2 model, which was calibrated and found satisfactory at that time. Therefore, we first tested our HEC-RAS model, without significant changes, to see if it works. We found that it works well, and conforms to available data (collected both during Robinson study and since then). By virtue of being a slightly modified version of the well calibrated Robinson’s (2003) HEC-2 model, the current HEC-RAS model needed almost no adjustment to be considered calibrated. The verification was done in the following ways: o By comparing water levels during 6 April 1999 flood event o By comparing water levels during 11 April 2014 flood event o By comparing water levels during 4 April 2015 flood event
The HEC-RAS model is able to match observed water level data very well for the 1999 event that were also used by Robinson (2003)4. Table 9a indicates that the matching was within 2-13 cm. The 6 April 1999 had a return period between 2 to 5 years. The flood of 11 April 2014 had a return period of about 5 years. This is a well- documented large flood in recent years. The HEC-RAS model simulated the water levels within 1-10 cm (Table 9b). These two events of 1999 and 2014 were used to verify the model and it was concluded that the model was well-calibrated. After this, however, information was also collected during 2015 spring, and we decided to utilize this additional information.
4 This is the only event that Robinson (2003) used for calibration.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 13 of 28 The flow on 4 April 2015 was far below of what can be considered a flood. Nonetheless, it allowed an additional check of the model. The model slightly overestimated the water levels by 16-18 cm (Table 9c). This overestimation may be attributed to the modelling of dam parameters. The dams have been modeled for free flow condition. But on 4 April 2015, not all dams were in free flow condition; and therefore, stop logs and gate openings were added to model them properly. During the verification runs, the dam settings were based on the information supplied by Parks Canada5. This adjustment to the dam conditions without adjusting the other dam parameters, such as contraction and expansion coefficients, may have led the model to overestimating water levels. Figure 6 shows the summary of all three verification events. Our model was able to simulate water levels within 1-13 cm for relatively large flood events. This establishes that the model is good for flood mapping purposes. It is also noted that the model has a slight degree of conservatism. This confirms that our intention of calibrating the model to match observed data as closely as possible, but with a slight degree of conservatism, has been achieved. It has traditionally and widely been accepted that the calibration process is not meant to force the model to fit all observations, but to match the computed water surface profile to observed water levels within a certain limit. A rule of thumb used by the USACE (US Army Core of Engineers) specifies good calibration when the model predicts elevations within 30 cm of observation (Heastead Methods, 2003; Bentley Systems 2007); whereas FEMA (US Federal Emergency Management Agency) suggests a 15 cm tolerance (FEMA, 2009). Our model satisfies both criteria. Our approach of slight conservatism (a combination of hydrologic and hydraulic computations) is also congruent with the current notion of the Precautionary Principle, which applies when there exist considerable scientific uncertainties about causality, magnitude, probability, and consequences of different course of action (UNESCO, 2005). The Precautionary Principle is also a key policy of Environment Canada6.
5 Email communication from Parks Canada staff dated July 17, 2015.
6 Canada’s environmental policy is also guided by the precautionary principle and is reflected in the Federal Sustainable Development Act which states that the Minister of Environment must “develop a Federal
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 14 of 28 Based on the above reasoning, the model is considered well calibrated and suitable for flood hazard mapping7.
6.3 Computed Water Surface Profiles Once calibrated, the model was run with the design floods. The 1:100 year computed water surface elevations and other parameters are shown in Table 10. A few typical water surface profiles and all cross-sections are included in Appendix A. Computed water surface elevations for various flood events with return periods ranging from 2 to 500 years are presented in Tables 11 and 12. It should be pointed out that the model has been built and calibrated based on observed flood events in the 130- 320 cms range (at Below Manotick gauge) occurring during spring freshet. Caution should be used when applying this model to simulate water surface profiles for flows outside this range, or for flows that occur during other seasons of the year. Such water surface profiles – simulated using the same parameters, especially the Manning’s roughness coefficient – would be only approximate, and should be used with caution. This is because the river roughness can vary with flow magnitude (with higher resistance associated with lower flows) and with the time of the year (as related to the presence of instream vegetation). It is also acknowledged that the 1:100 year flood is much larger than the flow range used for calibration. However, use of the same calibration parameter (Manning’s roughness calibrated for 130-320 cms flow range) for the 1:100 year flow will result in a very slightly higher (conservative) flood level. This approach is reasonable and is widely accepted as a standard practice.
Sustainable Development Strategy based on the precautionary principle”. The precautionary principle states that: “Where there are threats of serious or irreversible damage, lack of full scientific certainty shall not be used as a reason for postponing cost-effective measures to prevent environmental degradation”. In other words, the absence of complete scientific evidence to take precautions does not mean that precautions should not be taken – especially when there is a possibility of irreversible damage (Environment Canada, 2010).
7 While we consider the model good enough for the purposes of floodplain mapping, we also recognize that further model adjustment/modification may be necessary for other purposes. It all depends on the purpose of the modeling and the features and phenomena a model is meant to capture. We therefore caution against using this model for other purposes without first confirming its suitability.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 15 of 28 In cold climate areas like Ontario, floods may occur with or without ice jam. Here we have only analyzed the ice-free or open water condition. Ice-induced flooding has not been looked at because we are unaware of any ice-related flooding that caused significant concern in this area (Kars to Burritts Rapids). Downstream of Hogs Back, ice jams have historically occurred and have been managed by ice cutting/blasting for at least the last one hundred years.
6.4 Sensitivity Analysis Flood quantiles have the highest degree of uncertainty in our computation and is most likely to affect the water surface profile. Therefore, we decided to test the sensitivity of water surface profile to flow variation. The sensitivity analysis was conducted to determine how much the computed water surface elevations will vary with changes in the value used for the 1:100 year discharge. Six flow conditions were tested:
• 1:100 year flow increased by 5% • 1:100 year flow increased by 10% • 1:100 year flow increased by 20% • 1:100 year flows decreased by 5% • 1:100 year flow decreased by 10% • 1:100 year flow decreased by 20%
Figures 7 and 8 show the computed water surface profiles and the differences in computed water levels for each condition. Figure 7 indicates that the computed water surface elevations are nearly horizontal and change rather uniformly over the entire length of this river reach. The sensitivity analysis indicates that the computed water level can vary by less than 0.25 m for a 10% variation in flow along most of the river reach, which is typical in the hydrologic estimation of design flow. For a 20% increase in flow, the water level can go up by 0.40 to 0.45 m. The sensitivity analysis provides an indication of the potential effect of changes in the expected flood flows that might result from anthropologic intervention in the watershed or from natural variability such as climate change.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 16 of 28 7. Selection of Regulatory Flood Levels As per Section 3 of the Provincial Policy Statement under the Planning Act (MMAH, 2005, 2014), the regulatory flood in Zone 2, which includes the RVCA, is the 1:100 year flood8. Depending on the local hydraulic conditions, the computed water surface elevation, the energy grade or a value in between is generally taken as the Regulatory Flood Level (RFL). Engineering judgment is applied to recommend an appropriate value for the regulatory flood level at each cross-section, using the model outputs and considering hydraulic characteristics of the river reach, and the inherent limitations of numerical modeling. When the stream velocity is relatively low and varies only gradually over relatively long river reaches, the water surface can generally be taken as the RFL. However, near bridges, culverts and other water control structures, and on steeper reaches where streamflow velocities are higher, and may change more abruptly, the computed water surface elevation may be substantially lower than the energy grade level, with the possibility that the water level may rise to the energy grade near obstacles and irregularities in the channel profile or cross-section which may not be represented in the hydraulic model. In such cases, the regulatory flood level is generally based on the computed energy grade as a conservative approach, given that the numerical model is less likely to be a true representation of reality in such situations. Another possible situation arises when the computed water surface profile is undulating, with downstream water levels occasionally higher than upstream levels. When this occurs, it is more often an artifact from the simplifying assumptions of the modeling scheme than a reliable prediction of the actual differences in flow velocity and depth from one cross-section to the next. Accordingly, the regulatory flood level at the upstream cross-section is taken to be equivalent to the downstream water surface elevation in these situations. Setting RFL equal to the energy grade resolves this problem.
8 Review of historical water level indicates that it never exceeded the estimated 1:100 year flood level. In a recent study on the lower most reach from Hags Back to Rideau Falls (RVCA, 2016), it was found that the highest recorded water level at Carleton University gauge (60.35 m on 28 March 1976) was lower than the estimated 1:100 year flood level of 60.75 m. Furthermore, during subsequent studies on the upstream reaches (Hogs Back to Kars, and Kars to Burritts Rapids) (RVCA, 2017a, 2017b), the same was found at Manotick gauge (81.01 m recorded vs. 81.80 m estimated flood level) and at Becketts Landing (86.76 m recorded vs. 87.31 m estimated flood level). Therefore, the 1:100 year flood is the appropriate mapping standard for the Rideau River.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 17 of 28 In all cases, the RFL is always between the computed water level and energy grade line. Hence, for the sake of simplicity and consistency, the energy grade elevation is often used as the RFL as a standard practice in delineating flood hazard areas. For the present study, the regulatory flood levels were set equal to the computed energy grade and are tabulated in Table 10, along with the computed water surface elevations and energy grades at each cross-section in the model.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 18 of 28 8. Flood Line Delineation 8.1 General Once the RFLs are established, the plotting of 1:100 year flood lines or flood risk limits is a relatively straightforward matter. Given the topographical information in the form of LIDAR spot heights, the inundated area below the RFLs can be easily delineated manually or by using automated computer programs. In the present case, it was done manually with a focus on areas with complex topography, infrastructure, and overbank flow paths. The raw LIDAR spot heights were extensively used in the plotting the flood risk limit. Field surveys were conducted by RVCA staff in 2015 to verify hydraulic connectivity through culvert openings and flood prone areas. This information (Table 13) was used in plotting the flood risk limit near culverts. The record of site-specific information associated with RVCA’s regulatory approval process was compiled since 2012 (Table 14). At none of the locations did the site-specific information warrant an adjustment of the flood lines. Available as-built drawings, building layer, and aerial photographs were used to determine the flood risk limit. Special attention was paid near the outfalls of smaller tributaries to the Rideau River within the study area, since such areas are subjected to flood risk from two sources (backwater from a high Rideau River level, or an extreme flood event on the tributary). The flood plain limits on tributaries have been plotted based only on the flood elevation of the Rideau River – that is, assuming a horizontal water surface profile up along the tributary and an insignificant flow in the tributary itself. Caution needs to be applied when interpreting the flood line information produced in this study in the review of any development or watercourse alteration proposals on the downstream reaches of the tributaries – by taking into consideration the potential effect of high flows originating in the tributary watershed, possibly in combination with high water levels on the Rideau River in an appropriate manner.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 19 of 28 8.2 Buildings in the floodplain Presence of existing buildings within the floodplain and associated variation in the way a building could be exposed to flood risk required special attention. Recently, RVCA has consolidated a few rules for drawing flood lines in the vicinity of buildings (Appendix C), which have been followed in this study. Due to the limitations of the data and methodology used in the current mapping done at a large scale, and the small degree of (inevitable) subjectivity in drawing flood lines around buildings at a smaller scale, RVCA recommends that, should the need arise for more accurate flood line delineation near buildings, site-specific information be taken into account when dealing with flood risk at these locations. It is the practice of RVCA to refine flood lines when more accurate information becomes available.
8.3 Islands in the floodplain Presence of small islands, especially those associated with septic beds, within the floodplain also requires special attention. Recently, RVCA has decided to show small islands with an area less than 1000 m2 as flood risk area (Appendix C) This guidance was followed during this study.
8.4 Flood mapping data in GIS The regulatory flood lines and cross-sections have been incorporated as separate layers in RVCA’s Geographical Information System (GIS). In this system, one can view the flood lines, cross-sections, design flow, water level, energy grade, RFL, and other computed parameters. The flood lines can be overlain on the aerial photography or any other base mapping layers that are in the system and at any scale that suits the user’s need. The regulatory flood line layer is maintained, and updated as required according to the established procedures of the RVCA (RVCA 2005). Figures 9(a-e) shows the flood risk limits as delineated in this study. At all cross- section locations, the RFL is indicated. The general surrounding and land marks are also included for easy referencing.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 20 of 28 9. Project Deliverables The key information or knowledge products generated from this project are: 1) The Flood Mapping Report (this Technical Memorandum) – which summarizes the analytical methods that were used and the underlying assumptions 2) The flood risk limit lines in GIS format (shape files) – identifying the extent of lands which are considered to be vulnerable to flooding during a regulatory flood event (1:100 year flood on the Rideau River) 3) The HEC-RAS model files (input and output) 4) The position and orientation of cross-sections used in the HEC-RAS model, in GIS format (shape files) – which, when used in conjunction with the HEC-RAS model output files, informs the user as to the estimated 1:100 year water surface elevation and the regulatory flood level for any location in the study area
A “documentation folder” containing working notes and relevant background information accumulated during the study process is maintained by the water resources engineering unit within RVCA’s Watershed Science and Engineering Services Department.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 21 of 28 10. Closure The hydrotechnical and cartographic procedures used in this study generally conform to present day standards for flood hazard delineation, as set out in the MNR’s Natural Hazards Technical Guide (MNR, 2002). The resulting 1:100 year flood lines are suitable for use in the RVCA’s regulation limits mapping (as per Ontario Regulation 174/06) and in municipal land use planning and development approval processes under the Planning Act. The water surface profiles generated in the study will also be useful in the flood forecasting and warning services provided by the RVCA.
Ferdous Ahmed, Ph.D., P.Eng. Senior Water Resources Engineer
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 22 of 28 11. References:
1. Acres International Limited (1994). Rideau Canal water Management Study. Prepared for Park Canada by Acres International Limited.
2. Airborne Imagery (2013). LiDAR for City of Ottawa Mapping Program RFT No. 01912-90510-T01 – Final Report. Prepared for the City of Ottawa by Airborne Imagery, Calgary, Alberta, March 2013.
3. Bentley Systems (2007). Floodplain Modeling Using HEC-RAS. Bentley Institute Press, Exton, PA.
4. Chow, V. T. (1959). Open-Channel Hydraulics. McGraw-Hill, New York, NY.
5. Conservation Ontario (2005). Guidelines for Developing Schedules of Regulated Areas. October 2005.
6. Dillon (1989). Rideau River Flood Risk Mapping Study: Mooney's Bay to Regional Road 6. Prepared for the Rideau Valley Conservation Authority by M. M. Dillon Limited, Ottawa, February 1989.
7. Environment Canada (2010). Planning for a Sustainable Future: A Federal Sustainable Development Strategy for Canada. Sustainable Development Office, Environment Canada. (https://www.ec.gc.ca/dd-sd/F93CD795-0035-4DAF-86D1- 53099BD303F9/FSDS_v4_EN.pdf)
8. Federal Sustainable Development Act (2008). Published by the Minister of Justice, Government of Canada. (http://laws-lois.justice.gc.ca/PDF/F-8.6.pdf)
9. FEMA (2009). Guidelines and Specifications for Flood Hazard Mapping Partners, Appendix C: Guidance for Riverine Flooding Analysis and mapping. Federal Emergency Management Agency, Washington DC.
10. Heastad Methods (2003). Floodplain Modeling Using HEC-RAS. Heastad Press, Waterbury, CT.
11. James F. MacLaren (1976). Report on Rideau River Floodline Mapping (Smiths Falls to Kars). Report prepared for Rideau Valley Conservation Authority by James F. MacLaren Limited, Willowdale, Ontario, June 1976.
12. James F. MacLaren (1983). Rideau River Floodline Mapping (Tributaries - Smiths Falls to Kars). Report to Rideau Valley Conservation Authority by James F. MacLaren Limited, Ottawa, February 1983.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 23 of 28 13. MMAH (2005). 2005 Provincial Policy Statement. Ontario Ministry of Municipal Affairs and Housing, Queen’s Printer, Toronto, Ontario, 2005. (http://www.mah.gov.on.ca/AssetFactory.aspx?did=11112)
14. MMAH (2014). 2014 Provincial Policy Statement. Ontario Ministry of Municipal Affairs and Housing, Queen’s Printer, Toronto, Ontario, 30 April 2014. (http://www.mah.gov.on.ca/AssetFactory.aspx?did=10463)
15. MNR (1986). Flood Plain Management in Ontario – Technical Guidelines. Ontario Ministry of Natural Resources, Conservation Authorities and Water Management Branch, Toronto.
16. MNR (2002). Technical Guide – River & Stream systems: Flooding Hazard Limit. Ontario Ministry of Natural Resources, Water Resources Section, Peterborough, Ontario, 2002.
17. Robinson (1984). Report on Flood Risk Mapping of Rideau River from Mooneys Bay to Rideau Falls. Prepared for Rideau Valley Conservation Authority by A.J. Robinson and Associates Inc., Ottawa, March 1984.
18. Robinson (1993). Rideau River - Long reach Flood Damage Reduction Study - Hydrology and Hydraulics Final Report. Prepared for the Rideau Valley Conservation Authority by Robinson Consultants Inc., Kanata, April 1993.
19. Robinson (2003). Rideau River Flood Plain Mapping Regional Road 6 to Burritts Rapids – General Report. Prepared for the Rideau Valley Conservation Authority by Robinson Consultants Inc., Ottawa, February 2003.
20. Ontario Regulation 97/04 (2004). CONTENT OF CONSERVATION AUTHORITY REGULATIONS UNDER SUBSECTION 28 (1) OF THE ACT: DEVELOPMENT, INTERFERENCE WITH WETLANDS AND ALTERATIONS TO SHORELINES AND WATERCOURSES. (http://www.ontario.ca/laws/regulation/040097).
21. Ontario Regulation 174/06 (2006). RIDEAU VALLEY CONSERVATION AUTHORITY: REGULATION OF DEVELOPMENT, INTERFERENCE WITH WETLANDS AND ALTERATIONS TO SHORELINES AND WATERCOURSES. (http://www.ontario.ca/laws/regulation/060174).
22. RVCA (2005). RVCA Methods for Delineation of Regulation Limits in Accordance with Ontario Regulation 97/04. Rideau Valley Conservation Authority, Manotick, Ontario, November 16, 2005.
23. RVCA (2016). Rideau River Flood Risk Mapping from Hogs Back to Rideau Falls. Rideau Valley Conservation Authority, Manotick, Ontario, 8 August 2016.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 24 of 28 24. RVCA (2017a). Rideau River Hydrological Analysis for the Purposes of Flood Risk Mapping. Rideau Valley Conservation Authority, Manotick, Ontario, 29 May 2017.
25. RVCA (2017b). Rideau River Flood Risk Mapping from Hogs Back to Kars. Rideau Valley Conservation Authority, Manotick, Ontario, Canada. [in preparation]
26. UNESCO (2005). The Precautionary Principle. World Commission on the Ethics of Science and Technology (COMEST), UNESCO, Paris, France. (http://unesdoc.unesco.org/images/0013/001395/139578e.pdf)
27. USACE (1990). HEC-2 – Water Surface Profiles – User’s Manual. US Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA, September 1990.
28. USACE (2010). HEC-RAS – River Analysis System – Hydraulic Reference Manual version 4.1.0, US Army Corps of Engineers, Hydrologic Engineering Center, Davis, CA, January 2010.
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 25 of 28 Table 1 Estimated Flood Quantiles to be Used for Flood Mapping. Rideau River Rideau River Rideau River Below Rideau River Above Jock River Near Kemptville Creek at O awa† Below Manotick Merrickville Smith Falls Richmond Near Kemptville (02LA004) (02LA012) (02LA011) (02LA005) (02LA007) (02LA006)
Return Annual Discharge Discharge Discharge Discharge Discharge Discharge Period Probability of (m³/s) (m³/s) (m³/s) (m³/s) (m³/s) (m³/s) (year) Exceedence (%) 2 50 369.00 230.00 120.00 53.00 84.70 48.20 5 20 475.00 292.00 148.00 100.00 125.00 67.20 10 10 529.00 330.00 162.00 117.00 140.00 75.50 20 5 572.00 364.00 174.00 128.00 147.00 80.70 50 2 617.00 406.00 186.00 135.00 151.00 84.80 100 1 644.00 435.00 194.00 140.00 153.00 86.60 200 0.5 667.00 463.00 200.00 145.00 153.00 87.80 350†† 0.3 680.00 480.00 204.00 148.00 154.00 88.00 500 0.2 691.00 497.00 207.00 150.00 154.00 88.60 Drainage Area (km²) 3809 3138 1967 1250 526 411 Data Span 1947‐2012 1981‐2014 1980‐2014 1970‐2010 1970‐2014 1970‐2014 Frequency GEV GEV GEV Manual Fit WAKEBY WAKEBY Note: GEV ‐ Generalized Extreme Value 3PLN ‐ 3 Parameter Lognormal LP3 ‐ Log Pearson Type III † Source: RVCA (2015) Rideau River Flood Risk Mapping from Hogs Back to Rideau Falls †† 350 year flood quan le was es mated by graphical interpola on. Table 2 Calculated "k" Exponents That Are Used In the Flow Transposition Equation in Order to Determine the Flows at Different Locations. Rideau River at Rideau River Below Rideau River at Rideau River Below Rideau River at Ottawa (02LA004) Manotick (02LA012) Ottawa (02LA004) Return Period Merrickville (02LA011) Ottawa (02LA004) and Rideau River and Rideau River and Kemptville Creek (Years) and Rideau River Above and Jock River Near Below Manotick Below Merrickville Near Kemptville Smith Falls (02LA005) Richmond (02LA007) (02LA012) (02LA011) (02LA006) 2 2.44 1.39 1.80 0.74 0.91 5 2.51 1.45 0.86 0.67 0.88 10 2.44 1.52 0.72 0.67 0.87 20 2.33 1.58 0.68 0.69 0.88 50 2.16 1.67 0.71 0.71 0.89 100 2.03 1.73 0.72 0.73 0.90 200 1.88 1.80 0.71 0.74 0.91 350 1.80 1.83 0.71 0.75 0.92 500 1.70 1.87 0.71 0.76 0.92 Table 3 Estimated Flood Quantile for HEC‐RAS Modelling. Return Period (Year) River Reach Cross‐Section ID 500 Yr 350 Yr 200 Yr 100 Yr 50 Yr 20 Yr 10 Yr 5 Yr 2 Yr Rideau River Kars to BR 29822.51 243.76 234.98 226.59 213.21 198.64 178.26 162.20 146.08 121.61 Rideau River Kars to BR 29405 243.76 234.98 226.59 213.21 198.64 178.26 162.20 146.08 121.61 Rideau River Kars to BR 26880 259.74 250.39 240.88 226.12 210.24 188.09 170.79 153.45 127.49 Rideau River Kars to BR 23675 262.61 253.15 243.44 228.43 212.31 189.84 172.32 154.77 128.54 Rideau River Kars to BR 21545 264.77 255.23 245.36 230.16 213.87 191.16 173.47 155.75 129.32 Rideau River Kars to BR 18720 278.83 268.79 257.89 241.45 223.99 199.70 180.93 162.13 134.39 Rideau River Kars to BR 15855 282.27 272.10 260.95 244.20 226.45 201.78 182.74 163.67 135.62 Rideau River Kars to BR 13635 284.84 274.58 263.24 246.26 228.29 203.33 184.09 164.83 136.54 Rideau River Kars to BR 12665 380.50 369.59 358.03 339.76 319.84 290.46 265.60 237.38 188.58 Rideau River Kars to BR 10150 389.51 378.15 366.19 347.19 326.59 296.26 270.70 241.72 191.89 Rideau River Kars to BR 6305 396.05 384.37 372.11 352.59 331.49 300.46 274.39 244.86 194.28 Rideau River Kars to BR 2605 412.33 399.82 386.82 365.98 343.63 310.86 283.52 252.63 200.19 Rideau River Kars to BR 1700 458.75 443.82 428.65 403.94 377.98 340.18 309.20 274.42 216.71 Rideau River Kars to BR 1050 460.39 445.37 430.12 405.27 379.18 341.21 310.10 275.18 217.28 Rideau River Kars to BR 290 460.69 445.65 430.39 405.51 379.40 341.40 310.26 275.32 217.39 Table 4 Bridge Information. Chainage Bounding Cross Top of Deck Low Chord Deck Width Coefficient of Coefficient of Date of River/Reach Bridge Source Notes (m) Sections (m) (m) (m) Contraction Expansion Drawing Rideau River/USManotick Roger Stevens Drive 28719 28715 & 28727 94.50 92.60 12.00 0.3 0.5 2011 City of Ottawa Drawings were obtained but the structure was not modelled due to Rideau River/Kars to BR 416 Bridge it will not affect water levels because of its height.
Drawings were obtained but the structure was not modelled due to Rideau River/Kars to BR Merlyn Wilson Road it will not affect water levels because of its height. Burrits Avenue/Grenville Structure was not modelled due to it will not affect water levels Rideau River/Kars to BR Street because of its height.
Table 5 Dam Information. Chainage Bounding Cross Top of Deck Sill Deck Width Coefficient of Coefficient of Date of River/Reach Bridge Source (m) Sections (m) (m) (m) Contraction Expansion Drawing Rideau River/Kars to BR Burritts Rapids Dam 29452.25 29405 & 29505 90.17 88.24, 86.01, 85.89 7.50 0.3 0.5 2008 Parks Canada Table 6 List of Modified Cross Sections. Cross‐Section Reason for Change ‐273 ‐285 ‐565 Added new cross sections from the 2015 Rideau River (Hogs Back to Kars) model so that ‐755 the Kars to Burritts Rapids model stabilises before study area. ‐925 ‐1130 ‐1460 29505 New cross sections added after Burritts Rapids Dam in order to stablise the Kars to Burritts 29605 Rapids model within the study area. Bathymetry data came from the Canadian 29822.51 Hydrographic Service's Nautical Navigation Charts.
Table 7 List of Modified Bridges and Dams. Dam or Bridge Section Reason for Change Number Roger Stevens Dr bridge added to the model as it was a part of the cross sections that ‐278 were added before the study area. Add Burritts Rapids Dam using drawings and information that was received from Parks 29452.25 Canada in the form of dam safety inspection sheets. Dam was added due to the fact that it is part of the river segment that was used to extend the model above the study area. Table 8 Downstream Boundary Conditions (Cross Sections ‐1460) Return Period Water Level at Cross Section ‐1460 (Years) (m) 2 86.04 5 86.43 10 86.64 20 86.82 50 87.02 100 87.16 200 87.29 350 87.37 500 87.44 Note: Taken from Cross Section 27540 of the RVCA (2015) Hogs Back to Kars HEC‐ RAS Model. Table 9A Comparison of the Observed and Computed Water Levels on April 6, 1999. April 6, 1999 Observed Water Level HEC‐RAS WL Difference Nearest (m) Modelled (Modeled vs Cross‐Section QOttawa = 397.00 m³/s Water Level Observed)
QManotick = 276.00 m³/s (m) (cm)
QMerrickville = 136.00 m³/s Lorne Bridge 1420 86.28 86.37 9.00 WA Taylor 3525 86.30 86.39 9.00 McDermott 8405 86.34 86.41 7.00 Drain Arcand Drain 11315 86.37 86.42 5.00
Hilly Lane 12210 86.38 86.42 4.00 Becketts 15855 86.41 86.43 2.00 Stream Gauge Burritts Rapids 27465 86.51 86.64 13.00 Locks Average Water Level Difference 7.00 Table 9B Comparison of the Observed and Computed Water Levels on April 11, 2014. April 11, 2014 Observed Water Level HEC‐RAS WL Difference Nearest (m) Modelled (Modeled vs Cross‐Section QOttawa = 430.67 m³/s Water Level Observed)
QManotick = 315.67 m³/s (m) (cm)
QMerrickville = 140.22 m³/s Lorne Bridge 1420 86.5 86.60 10.00 McDermott 8405 86.56 86.64 8.00 Drain Hilly Lane 12210 86.57 86.65 8.00 Becketts 15855 86.67 86.66 ‐1.00 Stream Gauge Average Water Level Difference 6.25 Table 9C Comparison of the Observed and Computed Water Levels on April 4, 2015. April 4, 2015 Observed Water Level HEC‐RAS WL Difference Nearest (m) Modelled (Modeled vs Cross‐Section QOttawa = 171.75 m³/s Water Level Observed)
QManotick = 133.61 m³/s (m) (cm)
QMerrickville = 45.62 m³/s Kars Boat Launch 1700 85.37 85.53 16.00 McDermott Drain 8405 85.36 85.54 18.00 Becketts Stream 15855 85.38 85.55 17.00 Gauge Burritts Rapids Locks 27465 85.51 85.69 18.00
Average Water Level Difference 17.25 Table 10 Regulatory Flood Levels for the 1:100 Year Flood Event. Xsec ID Q Total Computed WSEL EGL RFL River Reach # (m3/s) (m) (m) (m) Kars to BR 29822.51 213.21 88.98 88.99 ‐ Kars to BR 29605 213.21 88.96 88.98 ‐ Kars to BR 29505 213.21 88.96 88.98 ‐ Kars to BR 29452.25 Burritts Rapids Dam Kars to BR 29405 213.21 87.87 87.90 87.90 Kars to BR 29275 213.21 87.60 87.82 87.82 Kars to BR 28475 213.21 87.58 87.61 87.61 Kars to BR 28450 213.21 87.56 87.60 87.60 Kars to BR 28405 213.21 87.56 87.60 87.60 Kars to BR 28075 213.21 87.53 87.57 87.57 Kars to BR 27795 213.21 87.48 87.53 87.53 Kars to BR 27465 213.21 87.48 87.50 87.50 Kars to BR 27155 213.21 87.46 87.48 87.48 Kars to BR 26880 226.12 87.45 87.47 87.47 Kars to BR 26530 226.12 87.44 87.46 87.46 Kars to BR 26285 226.12 87.42 87.44 87.44 Kars to BR 25795 226.12 87.37 87.41 87.41 Kars to BR 25355 226.12 87.37 87.38 87.38 Kars to BR 25015 226.12 87.36 87.37 87.37 Kars to BR 24565 226.12 87.36 87.37 87.37 River
Kars to BR 24115 226.12 87.36 87.36 87.36 Kars to BR 23675 228.43 87.35 87.36 87.36
Rideau Kars to BR 23415 228.43 87.35 87.36 87.36 Kars to BR 23195 228.43 87.35 87.36 87.36 Kars to BR 22945 228.43 87.35 87.36 87.36 Kars to BR 22815 228.43 87.35 87.35 87.35 Kars to BR 22430 228.43 87.33 87.35 87.35 Kars to BR 21945 228.43 87.33 87.34 87.34 Kars to BR 21865 228.43 87.33 87.33 87.33 Kars to BR 21545 230.16 87.32 87.33 87.33 Kars to BR 21395 230.16 87.33 87.33 87.33 Kars to BR 20195 230.16 87.32 87.33 87.33 Kars to BR 19095 230.16 87.32 87.33 87.33 Kars to BR 18720 241.45 87.32 87.32 87.32 Kars to BR 18430 241.45 87.32 87.32 87.32 Kars to BR 18145 241.45 87.32 87.32 87.32 Kars to BR 17605 241.45 87.32 87.32 87.32 Kars to BR 17255 241.45 87.32 87.32 87.32 Kars to BR 16835 241.45 87.32 87.32 87.32 Kars to BR 16475 241.45 87.31 87.32 87.32 Kars to BR 15855 244.20 87.31 87.31 87.31 Kars to BR 15755 244.20 87.31 87.31 87.31 Xsec ID Q Total Computed WSEL EGL RFL River Reach # (m3/s) (m) (m) (m) Kars to BR 15430 244.20 87.31 87.31 87.31 Kars to BR 15365 244.20 87.30 87.31 87.31 Kars to BR 15300 244.20 87.30 87.31 87.31 Kars to BR 14990 244.20 87.30 87.30 87.30 Kars to BR 14590 244.20 87.30 87.30 87.30 Kars to BR 14050 244.20 87.30 87.30 87.30 Kars to BR 13635 246.26 87.30 87.30 87.30 Kars to BR 13155 246.26 87.30 87.30 87.30 Kars to BR 12665 339.76 87.30 87.30 87.30 Kars to BR 12210 339.76 87.30 87.30 87.30 Kars to BR 11895 339.76 87.30 87.30 87.30 Kars to BR 11665 339.76 87.30 87.30 87.30 Kars to BR 11315 339.76 87.30 87.30 87.30 Kars to BR 11065 339.76 87.30 87.30 87.30 Kars to BR 10885 339.76 87.30 87.30 87.30 Kars to BR 10525 339.76 87.30 87.30 87.30 Kars to BR 10235 339.76 87.30 87.30 87.30 Kars to BR 10150 347.19 87.29 87.30 87.30 Kars to BR 10060 347.19 87.29 87.29 87.29 Kars to BR 9760 347.19 87.29 87.29 87.29 Kars to BR 9335 347.19 87.29 87.29 87.29 River Kars to BR 9015 347.19 87.29 87.29 87.29 Kars to BR 8635 347.19 87.29 87.29 87.29 Rideau Kars to BR 8405 347.19 87.29 87.29 87.29 Kars to BR 7105 347.19 87.28 87.29 87.29 Kars to BR 6755 347.19 87.28 87.29 87.29 Kars to BR 6305 352.59 87.28 87.28 87.28 Kars to BR 5855 352.59 87.28 87.28 87.28 Kars to BR 5525 352.59 87.28 87.28 87.28 Kars to BR 5065 352.59 87.28 87.28 87.28 Kars to BR 4665 352.59 87.27 87.28 87.28 Kars to BR 4515 352.59 87.27 87.28 87.28 Kars to BR 4315 352.59 87.27 87.27 87.27 Kars to BR 4025 352.59 87.27 87.27 87.27 Kars to BR 3775 352.59 87.27 87.27 87.27 Kars to BR 3525 352.59 87.26 87.27 87.27 Kars to BR 3255 352.59 87.26 87.27 87.27 Kars to BR 2855 352.59 87.26 87.26 87.26 Kars to BR 2605 365.98 87.26 87.26 87.26 Kars to BR 2315 365.98 87.25 87.26 87.26 Kars to BR 2015 365.98 87.25 87.26 87.26 Kars to BR 1700 403.94 87.25 87.25 87.25 Kars to BR 1420 403.94 87.22 87.25 87.25 Xsec ID Q Total Computed WSEL EGL RFL River Reach # (m3/s) (m) (m) (m) Kars to BR 1050 405.27 87.23 87.24 87.24 Kars to BR 730 405.27 87.22 87.23 87.23 Kars to BR 290 405.51 87.22 87.23 87.23 Kars to BR 0 405.51 87.21 87.22 87.22 Kars to BR ‐273 405.51 87.20 87.22 ‐ River
Kars to BR ‐278 Roger Stevens Drive Kars to BR ‐285 405.51 87.20 87.22 ‐
Rideau Kars to BR ‐565 405.51 87.20 87.21 ‐ Kars to BR ‐755 405.51 87.19 87.20 ‐ Kars to BR ‐925 405.51 87.19 87.20 ‐ Kars to BR ‐1130 405.51 87.18 87.19 ‐ Kars to BR ‐1460 405.51 87.16 87.18 ‐ Note: RFL ‐ Regulatory Flood Level EGL ‐ Energy Grade Elevation WSEL ‐ Computed Water Surface Elevation Table 11 Flows and Computed Water Levels for the 100, 200, 350 and 500 Year Flood Events. Xsec ID Flow (m³/s) and Computed WSEL (m) for Different Flood Events River Reach # Q500 WL500 Q350 WL350 Q200 WL200 Q100 WL100 Kars to BR 29822.51 243.76 89.13 234.98 89.08 226.59 89.04 213.21 88.98 Kars to BR 29605 243.76 89.11 234.98 89.05 226.59 89.01 213.21 88.96 Kars to BR 29505 243.76 89.10 234.98 89.05 226.59 89.01 213.21 88.96 Kars to BR 29452.25 Burritts Rapids Dam Kars to BR 29405 243.76 88.13 234.98 88.06 226.59 87.99 213.21 87.87 Kars to BR 29275 243.76 87.91 234.98 87.83 226.59 87.74 213.21 87.60 Kars to BR 28475 243.76 87.88 234.98 87.80 226.59 87.71 213.21 87.58 Kars to BR 28450 243.76 87.85 234.98 87.78 226.59 87.69 213.21 87.56 Kars to BR 28405 243.76 87.85 234.98 87.78 226.59 87.69 213.21 87.56 Kars to BR 28075 243.76 87.82 234.98 87.75 226.59 87.66 213.21 87.53 Kars to BR 27795 243.76 87.77 234.98 87.70 226.59 87.61 213.21 87.48 Kars to BR 27465 243.76 87.77 234.98 87.70 226.59 87.61 213.21 87.48 Kars to BR 27155 243.76 87.76 234.98 87.68 226.59 87.60 213.21 87.46 Kars to BR 26880 259.74 87.74 250.39 87.67 240.88 87.58 226.12 87.45 Kars to BR 26530 259.74 87.74 250.39 87.66 240.88 87.57 226.12 87.44 Kars to BR 26285 259.74 87.72 250.39 87.64 240.88 87.56 226.12 87.42 Kars to BR 25795 259.74 87.67 250.39 87.59 240.88 87.51 226.12 87.37 Kars to BR 25355 259.74 87.67 250.39 87.59 240.88 87.51 226.12 87.37 Kars to BR 25015 259.74 87.66 250.39 87.59 240.88 87.50 226.12 87.36 Kars to BR 24565 259.74 87.66 250.39 87.59 240.88 87.50 226.12 87.36 River
Kars to BR 24115 259.74 87.66 250.39 87.59 240.88 87.50 226.12 87.36 Kars to BR 23675 262.61 87.65 253.15 87.58 243.44 87.49 228.43 87.35
Rideau Kars to BR 23415 262.61 87.65 253.15 87.58 243.44 87.49 228.43 87.35 Kars to BR 23195 262.61 87.65 253.15 87.58 243.44 87.49 228.43 87.35 Kars to BR 22945 262.61 87.65 253.15 87.57 243.44 87.49 228.43 87.35 Kars to BR 22815 262.61 87.65 253.15 87.57 243.44 87.49 228.43 87.35 Kars to BR 22430 262.61 87.62 253.15 87.55 243.44 87.46 228.43 87.33 Kars to BR 21945 262.61 87.63 253.15 87.55 243.44 87.47 228.43 87.33 Kars to BR 21865 262.61 87.63 253.15 87.56 243.44 87.47 228.43 87.33 Kars to BR 21545 264.77 87.62 255.23 87.55 245.36 87.46 230.16 87.32 Kars to BR 21395 264.77 87.62 255.23 87.55 245.36 87.46 230.16 87.33 Kars to BR 20195 264.77 87.62 255.23 87.55 245.36 87.46 230.16 87.32 Kars to BR 19095 264.77 87.62 255.23 87.54 245.36 87.46 230.16 87.32 Kars to BR 18720 278.83 87.62 268.79 87.54 257.89 87.46 241.45 87.32 Kars to BR 18430 278.83 87.62 268.79 87.54 257.89 87.46 241.45 87.32 Kars to BR 18145 278.83 87.62 268.79 87.54 257.89 87.46 241.45 87.32 Kars to BR 17605 278.83 87.62 268.79 87.54 257.89 87.46 241.45 87.32 Kars to BR 17255 278.83 87.62 268.79 87.54 257.89 87.46 241.45 87.32 Kars to BR 16835 278.83 87.61 268.79 87.54 257.89 87.45 241.45 87.32 Kars to BR 16475 278.83 87.61 268.79 87.54 257.89 87.45 241.45 87.31 Kars to BR 15855 282.27 87.60 272.10 87.53 260.95 87.45 244.20 87.31 Kars to BR 15755 282.27 87.60 272.10 87.53 260.95 87.45 244.20 87.31 Xsec ID Flow (m³/s) and Computed WSEL (m) for Different Flood Events River Reach # Q500 WL500 Q350 WL350 Q200 WL200 Q100 WL100 Kars to BR 15430 282.27 87.61 272.10 87.53 260.95 87.45 244.20 87.31 Kars to BR 15365 282.27 87.60 272.10 87.52 260.95 87.44 244.20 87.30 Kars to BR 15300 282.27 87.60 272.10 87.53 260.95 87.44 244.20 87.30 Kars to BR 14990 282.27 87.60 272.10 87.52 260.95 87.44 244.20 87.30 Kars to BR 14590 282.27 87.60 272.10 87.52 260.95 87.44 244.20 87.30 Kars to BR 14050 282.27 87.60 272.10 87.52 260.95 87.44 244.20 87.30 Kars to BR 13635 284.84 87.60 274.58 87.52 263.24 87.44 246.26 87.30 Kars to BR 13155 284.84 87.60 274.58 87.52 263.24 87.44 246.26 87.30 Kars to BR 12665 380.50 87.60 369.59 87.52 358.03 87.44 339.76 87.30 Kars to BR 12210 380.50 87.59 369.59 87.52 358.03 87.44 339.76 87.30 Kars to BR 11895 380.50 87.59 369.59 87.52 358.03 87.44 339.76 87.30 Kars to BR 11665 380.50 87.59 369.59 87.52 358.03 87.44 339.76 87.30 Kars to BR 11315 380.50 87.59 369.59 87.52 358.03 87.44 339.76 87.30 Kars to BR 11065 380.50 87.59 369.59 87.52 358.03 87.43 339.76 87.30 Kars to BR 10885 380.50 87.59 369.59 87.52 358.03 87.43 339.76 87.30 Kars to BR 10525 380.50 87.59 369.59 87.52 358.03 87.43 339.76 87.30 Kars to BR 10235 380.50 87.59 369.59 87.52 358.03 87.43 339.76 87.30 Kars to BR 10150 389.51 87.59 378.15 87.51 366.19 87.43 347.19 87.29 Kars to BR 10060 389.51 87.59 378.15 87.51 366.19 87.43 347.19 87.29 Kars to BR 9760 389.51 87.59 378.15 87.51 366.19 87.43 347.19 87.29 Kars to BR 9335 389.51 87.59 378.15 87.51 366.19 87.43 347.19 87.29 River Kars to BR 9015 389.51 87.58 378.15 87.51 366.19 87.42 347.19 87.29 Kars to BR 8635 389.51 87.58 378.15 87.51 366.19 87.42 347.19 87.29 Rideau Kars to BR 8405 389.51 87.58 378.15 87.51 366.19 87.42 347.19 87.29 Kars to BR 7105 389.51 87.58 378.15 87.50 366.19 87.42 347.19 87.28 Kars to BR 6755 389.51 87.58 378.15 87.50 366.19 87.42 347.19 87.28 Kars to BR 6305 396.05 87.58 384.37 87.50 372.11 87.42 352.59 87.28 Kars to BR 5855 396.05 87.58 384.37 87.50 372.11 87.42 352.59 87.28 Kars to BR 5525 396.05 87.57 384.37 87.50 372.11 87.42 352.59 87.28 Kars to BR 5065 396.05 87.57 384.37 87.50 372.11 87.41 352.59 87.28 Kars to BR 4665 396.05 87.57 384.37 87.49 372.11 87.41 352.59 87.27 Kars to BR 4515 396.05 87.56 384.37 87.49 372.11 87.40 352.59 87.27 Kars to BR 4315 396.05 87.56 384.37 87.49 372.11 87.40 352.59 87.27 Kars to BR 4025 396.05 87.56 384.37 87.49 372.11 87.40 352.59 87.27 Kars to BR 3775 396.05 87.56 384.37 87.49 372.11 87.40 352.59 87.27 Kars to BR 3525 396.05 87.55 384.37 87.48 372.11 87.40 352.59 87.26 Kars to BR 3255 396.05 87.55 384.37 87.48 372.11 87.40 352.59 87.26 Kars to BR 2855 396.05 87.55 384.37 87.48 372.11 87.39 352.59 87.26 Kars to BR 2605 412.33 87.55 399.82 87.47 386.82 87.39 365.98 87.26 Kars to BR 2315 412.33 87.55 399.82 87.47 386.82 87.39 365.98 87.25 Kars to BR 2015 412.33 87.55 399.82 87.47 386.82 87.39 365.98 87.25 Kars to BR 1700 458.75 87.54 443.82 87.46 428.65 87.38 403.94 87.25 Kars to BR 1420 458.75 87.51 443.82 87.44 428.65 87.36 403.94 87.22 Xsec ID Flow (m³/s) and Computed WSEL (m) for Different Flood Events River Reach # Q500 WL500 Q350 WL350 Q200 WL200 Q100 WL100 Kars to BR 1050 460.39 87.52 445.37 87.44 430.12 87.36 405.27 87.23 Kars to BR 730 460.39 87.51 445.37 87.44 430.12 87.36 405.27 87.22 Kars to BR 290 460.69 87.51 445.65 87.44 430.39 87.36 405.51 87.22 Kars to BR 0 460.69 87.50 445.65 87.42 430.39 87.34 405.51 87.21 Kars to BR ‐273 460.69 87.49 445.65 87.42 430.39 87.34 405.51 87.20 River
Kars to BR ‐278 Roger Stevens Drive Kars to BR ‐285 460.69 87.49 445.65 87.42 430.39 87.34 405.51 87.20
Rideau Kars to BR ‐565 460.69 87.48 445.65 87.41 430.39 87.33 405.51 87.20 Kars to BR ‐755 460.69 87.47 445.65 87.40 430.39 87.32 405.51 87.19 Kars to BR ‐925 460.69 87.47 445.65 87.40 430.39 87.32 405.51 87.19 Kars to BR ‐1130 460.69 87.46 445.65 87.39 430.39 87.31 405.51 87.18 Kars to BR ‐1460 460.69 87.44 445.65 87.37 430.39 87.29 405.51 87.16 Note: WSEL ‐ Water Surface Elevation Q500 ‐ Flow Rate for a 500 year flood event WL500 ‐ Water Surface Elevation for a 500 year flood event Q350 ‐ Flow Rate for a 350 year flood event WL350 ‐ Water Surface Elevation for a 350 year flood event Q200 ‐ Flow Rate for a 200 year flood event WL200 ‐ Water Surface Elevation for a 200 year flood event Q100 ‐ Flow Rate for a 100 year flood event WL100 ‐ Water Surface Elevation for a 100 year flood event Table 12 Flows and Computed Water Levels for the 2, 5, 10, 20 and 50 Year Flood Events. Xsec ID Flow (m³/s) and Computed WSEL (m) for Different Flood Events River Reach # Q50 WL50 Q20 WL20 Q10 WL10 Q5 WL5 Q2 WL2 Kars to BR 29822.51 198.64 88.93 178.26 88.85 162.20 88.78 146.08 88.70 121.61 88.57 Kars to BR 29605 198.64 88.91 178.26 88.83 162.20 88.76 146.08 88.69 121.61 88.56 Kars to BR 29505 198.64 88.91 178.26 88.83 162.20 88.76 146.08 88.69 121.61 88.56 Kars to BR 29452.25 Burritts Rapids Dam Kars to BR 29405 198.64 87.74 178.26 87.57 162.20 87.43 146.08 87.31 121.61 87.15 Kars to BR 29275 198.64 87.45 178.26 87.23 162.20 87.03 146.08 86.79 121.61 86.57 Kars to BR 28475 198.64 87.43 178.26 87.22 162.20 87.04 146.08 86.83 121.61 86.47 Kars to BR 28450 198.64 87.41 178.26 87.20 162.20 87.02 146.08 86.81 121.61 86.46 Kars to BR 28405 198.64 87.41 178.26 87.20 162.20 87.02 146.08 86.81 121.61 86.45 Kars to BR 28075 198.64 87.38 178.26 87.16 162.20 86.98 146.08 86.77 121.61 86.40 Kars to BR 27795 198.64 87.33 178.26 87.12 162.20 86.93 146.08 86.72 121.61 86.35 Kars to BR 27465 198.64 87.33 178.26 87.11 162.20 86.93 146.08 86.71 121.61 86.33 Kars to BR 27155 198.64 87.31 178.26 87.10 162.20 86.91 146.08 86.69 121.61 86.31 Kars to BR 26880 210.24 87.30 188.09 87.08 170.79 86.90 153.45 86.68 127.49 86.29 Kars to BR 26530 210.24 87.29 188.09 87.07 170.79 86.88 153.45 86.67 127.49 86.28 Kars to BR 26285 210.24 87.27 188.09 87.06 170.79 86.87 153.45 86.65 127.49 86.25 Kars to BR 25795 210.24 87.22 188.09 87.01 170.79 86.81 153.45 86.59 127.49 86.19 Kars to BR 25355 210.24 87.22 188.09 87.00 170.79 86.81 153.45 86.59 127.49 86.18 Kars to BR 25015 210.24 87.21 188.09 87.00 170.79 86.81 153.45 86.58 127.49 86.18 Kars to BR 24565 210.24 87.21 188.09 87.00 170.79 86.80 153.45 86.58 127.49 86.17 River
Kars to BR 24115 210.24 87.21 188.09 87.00 170.79 86.80 153.45 86.58 127.49 86.17 Kars to BR 23675 212.31 87.20 189.84 86.99 172.32 86.80 154.77 86.57 128.54 86.16
Rideau Kars to BR 23415 212.31 87.20 189.84 86.99 172.32 86.80 154.77 86.57 128.54 86.17 Kars to BR 23195 212.31 87.20 189.84 86.99 172.32 86.80 154.77 86.57 128.54 86.16 Kars to BR 22945 212.31 87.20 189.84 86.98 172.32 86.79 154.77 86.57 128.54 86.16 Kars to BR 22815 212.31 87.20 189.84 86.98 172.32 86.79 154.77 86.57 128.54 86.16 Kars to BR 22430 212.31 87.18 189.84 86.97 172.32 86.77 154.77 86.55 128.54 86.14 Kars to BR 21945 212.31 87.18 189.84 86.97 172.32 86.77 154.77 86.55 128.54 86.14 Kars to BR 21865 212.31 87.18 189.84 86.97 172.32 86.78 154.77 86.56 128.54 86.15 Kars to BR 21545 213.87 87.18 191.16 86.96 173.47 86.77 155.75 86.55 129.32 86.14 Kars to BR 21395 213.87 87.18 191.16 86.96 173.47 86.77 155.75 86.55 129.32 86.14 Kars to BR 20195 213.87 87.18 191.16 86.96 173.47 86.77 155.75 86.55 129.32 86.14 Kars to BR 19095 213.87 87.17 191.16 86.96 173.47 86.77 155.75 86.55 129.32 86.14 Kars to BR 18720 223.99 87.17 199.70 86.96 180.93 86.77 162.13 86.55 134.39 86.14 Kars to BR 18430 223.99 87.17 199.70 86.96 180.93 86.77 162.13 86.55 134.39 86.14 Kars to BR 18145 223.99 87.17 199.70 86.96 180.93 86.77 162.13 86.55 134.39 86.14 Kars to BR 17605 223.99 87.17 199.70 86.96 180.93 86.77 162.13 86.54 134.39 86.13 Kars to BR 17255 223.99 87.17 199.70 86.96 180.93 86.77 162.13 86.54 134.39 86.13 Kars to BR 16835 223.99 87.17 199.70 86.95 180.93 86.76 162.13 86.54 134.39 86.13 Kars to BR 16475 223.99 87.17 199.70 86.95 180.93 86.76 162.13 86.54 134.39 86.13 Kars to BR 15855 226.45 87.16 201.78 86.95 182.74 86.76 163.67 86.54 135.62 86.13 Kars to BR 15755 226.45 87.16 201.78 86.95 182.74 86.76 163.67 86.54 135.62 86.13 Xsec ID Flow (m³/s) and Computed WSEL (m) for Different Flood Events River Reach # Q50 WL50 Q20 WL20 Q10 WL10 Q5 WL5 Q2 WL2 Kars to BR 15430 226.45 87.16 201.78 86.95 182.74 86.76 163.67 86.54 135.62 86.13 Kars to BR 15365 226.45 87.16 201.78 86.94 182.74 86.75 163.67 86.53 135.62 86.12 Kars to BR 15300 226.45 87.16 201.78 86.94 182.74 86.75 163.67 86.53 135.62 86.12 Kars to BR 14990 226.45 87.16 201.78 86.94 182.74 86.75 163.67 86.53 135.62 86.12 Kars to BR 14590 226.45 87.16 201.78 86.94 182.74 86.75 163.67 86.53 135.62 86.12 Kars to BR 14050 226.45 87.15 201.78 86.94 182.74 86.75 163.67 86.53 135.62 86.12 Kars to BR 13635 228.29 87.15 203.33 86.94 184.09 86.75 164.83 86.53 136.54 86.12 Kars to BR 13155 228.29 87.15 203.33 86.94 184.09 86.75 164.83 86.53 136.54 86.12 Kars to BR 12665 319.84 87.15 290.46 86.94 265.60 86.75 237.38 86.53 188.58 86.12 Kars to BR 12210 319.84 87.15 290.46 86.94 265.60 86.75 237.38 86.53 188.58 86.12 Kars to BR 11895 319.84 87.15 290.46 86.94 265.60 86.75 237.38 86.53 188.58 86.12 Kars to BR 11665 319.84 87.15 290.46 86.94 265.60 86.75 237.38 86.53 188.58 86.12 Kars to BR 11315 319.84 87.15 290.46 86.94 265.60 86.75 237.38 86.53 188.58 86.12 Kars to BR 11065 319.84 87.15 290.46 86.94 265.60 86.75 237.38 86.53 188.58 86.12 Kars to BR 10885 319.84 87.15 290.46 86.94 265.60 86.75 237.38 86.53 188.58 86.12 Kars to BR 10525 319.84 87.15 290.46 86.94 265.60 86.75 237.38 86.52 188.58 86.12 Kars to BR 10235 319.84 87.15 290.46 86.94 265.60 86.75 237.38 86.52 188.58 86.12 Kars to BR 10150 326.59 87.14 296.26 86.93 270.70 86.74 241.72 86.52 191.89 86.11 Kars to BR 10060 326.59 87.14 296.26 86.93 270.70 86.74 241.72 86.52 191.89 86.11 Kars to BR 9760 326.59 87.14 296.26 86.93 270.70 86.74 241.72 86.52 191.89 86.11 Kars to BR 9335 326.59 87.14 296.26 86.93 270.70 86.74 241.72 86.52 191.89 86.11 River Kars to BR 9015 326.59 87.14 296.26 86.93 270.70 86.74 241.72 86.52 191.89 86.11 Kars to BR 8635 326.59 87.14 296.26 86.93 270.70 86.74 241.72 86.52 191.89 86.11 Rideau Kars to BR 8405 326.59 87.14 296.26 86.93 270.70 86.74 241.72 86.52 191.89 86.11 Kars to BR 7105 326.59 87.14 296.26 86.93 270.70 86.74 241.72 86.52 191.89 86.11 Kars to BR 6755 326.59 87.14 296.26 86.93 270.70 86.74 241.72 86.52 191.89 86.11 Kars to BR 6305 331.49 87.14 300.46 86.92 274.39 86.73 244.86 86.51 194.28 86.11 Kars to BR 5855 331.49 87.13 300.46 86.92 274.39 86.73 244.86 86.51 194.28 86.11 Kars to BR 5525 331.49 87.13 300.46 86.92 274.39 86.73 244.86 86.51 194.28 86.10 Kars to BR 5065 331.49 87.13 300.46 86.92 274.39 86.73 244.86 86.51 194.28 86.10 Kars to BR 4665 331.49 87.13 300.46 86.92 274.39 86.73 244.86 86.51 194.28 86.10 Kars to BR 4515 331.49 87.12 300.46 86.91 274.39 86.72 244.86 86.50 194.28 86.10 Kars to BR 4315 331.49 87.12 300.46 86.91 274.39 86.72 244.86 86.50 194.28 86.10 Kars to BR 4025 331.49 87.12 300.46 86.91 274.39 86.72 244.86 86.50 194.28 86.10 Kars to BR 3775 331.49 87.12 300.46 86.91 274.39 86.72 244.86 86.50 194.28 86.10 Kars to BR 3525 331.49 87.11 300.46 86.90 274.39 86.72 244.86 86.50 194.28 86.09 Kars to BR 3255 331.49 87.11 300.46 86.90 274.39 86.72 244.86 86.50 194.28 86.09 Kars to BR 2855 331.49 87.11 300.46 86.90 274.39 86.71 244.86 86.49 194.28 86.09 Kars to BR 2605 343.63 87.11 310.86 86.90 283.52 86.71 252.63 86.49 200.19 86.09 Kars to BR 2315 343.63 87.11 310.86 86.90 283.52 86.71 252.63 86.49 200.19 86.09 Kars to BR 2015 343.63 87.11 310.86 86.90 283.52 86.71 252.63 86.49 200.19 86.09 Kars to BR 1700 377.98 87.10 340.18 86.89 309.20 86.71 274.42 86.49 216.71 86.08 Kars to BR 1420 377.98 87.08 340.18 86.87 309.20 86.69 274.42 86.47 216.71 86.07 Xsec ID Flow (m³/s) and Computed WSEL (m) for Different Flood Events River Reach # Q50 WL50 Q20 WL20 Q10 WL10 Q5 WL5 Q2 WL2 Kars to BR 1050 379.18 87.08 341.21 86.88 310.10 86.69 275.18 86.48 217.28 86.07 Kars to BR 730 379.18 87.08 341.21 86.87 310.10 86.69 275.18 86.47 217.28 86.07 Kars to BR 290 379.40 87.08 341.40 86.87 310.26 86.69 275.32 86.47 217.39 86.07 Kars to BR 0 379.40 87.07 341.40 86.86 310.26 86.68 275.32 86.46 217.39 86.07 Kars to BR ‐273 379.40 87.06 341.40 86.86 310.26 86.67 275.32 86.46 217.39 86.06 River
Kars to BR ‐278 Roger Stevens Drive Kars to BR ‐285 379.40 87.06 341.40 86.86 310.26 86.67 275.32 86.46 217.39 86.06
Rideau Kars to BR ‐565 379.40 87.05 341.40 86.85 310.26 86.67 275.32 86.45 217.39 86.06 Kars to BR ‐755 379.40 87.05 341.40 86.85 310.26 86.66 275.32 86.45 217.39 86.05 Kars to BR ‐925 379.40 87.05 341.40 86.84 310.26 86.66 275.32 86.45 217.39 86.05 Kars to BR ‐1130 379.40 87.04 341.40 86.84 310.26 86.66 275.32 86.44 217.39 86.05 Kars to BR ‐1460 379.40 87.02 341.40 86.82 310.26 86.64 275.32 86.43 217.39 86.04 Note: WSEL ‐ Water Surface Elevation Q50 ‐ Flow Rate for a 50 year flood event WL50 ‐ Water Surface Elevation for a 50 year flood event Q20 ‐ Flow Rate for a 20 year flood event WL20 ‐ Water Surface Elevation for a 20 year flood event Q10 ‐ Flow Rate for a 10 year flood event WL10 ‐ Water Surface Elevation for a 10 year flood event Q5 ‐ Flow Rate for a 5 year flood event WL5 ‐ Water Surface Elevation for a 5 year flood event Q2 ‐ Flow Rate for a 2 year flood event WL2 ‐ Water Surface Elevation for a 2 year flood event Table 13 Culvert Data from Field Checks and Drawings. Downstream Upstream RFL City of Ottawa Source of Culvert Invert Invert Location Comments (m) Culvert ID Information (m) (m) Surveyed on 1 85.06 85.05 87.24 Roger Stevens Dr 878030 June 17, 2015 Surveyed on 2 85.53 85.45 87.24 Cobe Terr 878250 June 17, 2015 Surveyed on 3 85.21 85.26 87.29 2nd Line Rd S 878570 June 17, 2015 Surveyed on 4 86.48 86.58 87.29 2nd Line Rd S L873050 June 17, 2015 Surveyed on 5 86.71 86.77 87.29 3rd Line Rd S L871650 June 17, 2015 Surveyed on 6 87.05 87.14 87.26 Rideau Valley Dr S A871330 June 17, 2015 Surveyed on 7 86.32 86.56 87.26 Rideau Valley Dr S A871350 June 17, 2015 Surveyed on 8 86.01 86.18 87.28 Rideau Valley Dr S A871230 June 17, 2015 Surveyed on 9 85.79 85.77 87.29 Dilworth Rd A872110 June 17, 2015 Surveyed on 10 85.48 85.22 87.29 Dilworth Rd 878150 June 17, 2015 Surveyed on 11 85.94 85.73 87.29 Reevevraig Rd N 878530 June 17, 2015 Surveyed on 12 86.15 86.26 87.29 Reevevraig Rd N L872050 June 17, 2015 Surveyed on 13 86.19 86.00 87.29 Dilworth Rd A872100 June 17, 2015 Surveyed on 14 86.00 85.99 87.30 Dilworth Rd 878940 June 17, 2015 4th Line Rd Surveyed on 15 85.98 86.64 87.30 878760 (Culvert 1 of 2) June 17, 2015 4th Line Rd Surveyed on 16 86.22 86.41 87.30 878760 (Culvert 2 of 2) June 17, 2015 Surveyed on 17 86.51 86.57 87.30 Greenline Rd L871130 June 17, 2015 Surveyed on 18 86.40 86.44 87.30 Reevecraig Rd S 878590 June 17, 2015 Surveyed on 19 86.48 86.71 87.30 4th Line Rd 878140 June 17, 2015 Surveyed on 20 85.84 85.87 87.30 Donnelly Dr 878120 June 17, 2015 Surveyed on 21 86.86 86.76 87.30 Fairmile Rd L870030 June 17, 2015 Surveyed on 22 86.93 87.03 87.30 Donnelly Dr A871030 June 17, 2015 Surveyed on 23 86.91 87.01 87.30 Donnelly Dr A871010 June 17, 2015 Firethorn Crt Surveyed on 24 85.78 85.85 87.30 878740 (Culvert 1 of 2) June 17, 2015 Firethorn Crt Surveyed on 25 85.82 85.89 87.30 878740 (Culvert 2 of 2) June 17, 2015 Fairhurst Dr Surveyed on 26 85.98 86.07 87.30 878750 (Culvert 1 of 2) June 17, 2015 Fairhurst Dr Surveyed on 27 86.05 85.99 87.30 878750 (Culvert 2 of 2) June 17, 2015 Surveyed on 28 86.77 86.883 87.3 Fairhurst Dr at Donnelly Dr L870015 June 24, 2015 Surveyed on 29 87.06 86.915 87.3 Fairhurst Dr L870010 June 24, 2015 Surveyed on 30 85.53 85.428 87.3 Donnelly Dr at Fairhurst Dr 877100 June 24, 2015 River Rd east of Burritts North Grenville Surveyed on 31 86.491 87.47 Rapids Rd Culvert June 24, 2015 River Rd west of Acton North Grenville Surveyed on 32 86.57 86.882 87.44 Corners Rd Culvert June 24, 2015
North Grenville Surveyed on 33 84.90 85.333 87.35 Acton Corners Rd at River Rd Culvert June 24, 2015
North Grenville Surveyed on 34 89.24 89.265 87.33 River Rd at Dales Creek Culvert June 24, 2015
North Grenville Surveyed on 35 84.98 84.891 87.33 River Rd east of Dales Creek Culvert June 24, 2015
North Grenville Surveyed on 36 86.38 86.354 87.33 River Rd at Muldoon Rd Culvert June 24, 2015
North Grenville Surveyed on 37 85.19 85.383 87.32 River Rd east of Muldoon Rd Culvert June 24, 2015
North Grenville Surveyed on 38 85.83 85.956 87.32 Colonel Dr at River Rd Culvert June 24, 2015
North Grenville Surveyed on 39 86.28 86.14 87.32 River Rd at Pioneer Dr Culvert June 24, 2015
North Grenville Surveyed on 40 86.97 87.413 87.32 Pioneer Dr at River Rd Culvert June 24, 2015
North Grenville Surveyed on 41 86.84 86.88 87.32 River Rd east of Regiment Rd Culvert June 24, 2015
North Grenville Surveyed on 42 86.54 87.178 87.32 River Rd west of Settlers Way Culvert June 24, 2015
North Grenville Surveyed on 43 86.77 86.768 87.32 Regiment Rd at Settlers Way Culvert June 24, 2015
River Rd east of Heritage North Grenville Surveyed on 44 86.41 86.53 87.32 Blvd Culvert June 24, 2015
River Rd east of Becketts North Grenville Surveyed on 45 85.77 86.763 87.32 Landing Culvert June 24, 2015
North Grenville Surveyed on 46 87.52 87.656 87.32 River Rd at Becketts Landing Culvert June 24, 2015
North Grenville Surveyed on 47 86.59 86.662 87.3 Rideau Crossing Cres Culvert June 24, 2015
River Rd north of Watermark North Grenville Surveyed on 48 86.92 86.992 87.3 Pl Culvert June 24, 2015
River Rd south of Earl Flynn North Grenville Surveyed on 49 86.63 86.633 87.3 Rd Culvert June 24, 2015
River Rd north of Sheppard North Grenville Surveyed on 50 86.08 86.161 87.29 Close Culvert June 24, 2015
Rideau River Rd south of North Grenville Surveyed on 51 86.68 86.59 87.29 Mapleshore Dr Culvert June 25, 2015
Rideau River Rd at North Grenville Surveyed on 52 85.40 85.79 87.29 Mapleshore Dr Culvert June 25, 2015 Boundary Rd south of River Surveyed on 53 86.60 86.49 87.29 880080 Rd June 25, 2015 Trail across from Mapleshore North Grenville Surveyed on 54 86.06 85.92 87.29 Dr Culvert June 25, 2015 Trail north of Gabert Rd North Grenville Surveyed on 55 84.84 85.07 87.29 (Culvert 1 of 2) Culvert June 25, 2015
Trail north of Gabert Rd North Grenville Surveyed on 56 85.09 85.11 87.29 (Culvert 2 of 2) Culvert June 25, 2015
Trail at Gabert Rd North Grenville Surveyed on 57 84.42 85.80 87.29 (Culvert 1 of 2) Culvert June 25, 2015
Trail at Gabert Rd North Grenville Surveyed on 58 84.74 85.98 87.29 (Culvert 2 of 2) Culvert June 25, 2015
North Grenville Surveyed on 59 84.66 84.76 87.29 Gabert Rd east of Trail Culvert June 25, 2015 River Rd south of Dalmeny Surveyed on 60 85.05 85.41 87.29 888490 Rd June 25, 2015 Downstream end could not be surveyed due to River Rd north of Dalmeny Surveyed on 61 86.95 87.28 888090 the culvert being collapsed. Water was seen Rd June 25, 2015 flowing through culvert though. River Rd south of Osgoode Surveyed on 62 85.61 85.62 87.27 888080 Main St June 25, 2015 River Rd north of Osgoode Surveyed on 63 85.42 85.41 87.27 888070 Main St June 25, 2015 Surveyed on 64 86.15 86.10 87.26 River Rd south of Cabin Rd A881090 June 25, 2015 Surveyed on 65 86.65 86.76 87.26 River Rd at Cabin Rd A881110 June 25, 2015 Surveyed on 66 86.87 87.03 87.26 Cabin Rd at River Rd L884010 June 25, 2015 Surveyed on 67 86.21 86.15 87.27 Cabin Rd east of River Rd L884030 June 25, 2015 River Rd north of Dalmeny Surveyed on 68 87.27 A882560 Culvert could not be found at site. Rd June 25, 2015 Osgoode Main St east of Surveyed on 69 87.28 A881010 Culvert could not be found at site. River Rd June 25, 2015 River Rd north of Dalmeny Surveyed on Could not survey upstream end due to high 70 85.34 87.28 888280 Rd June 26, 2015 vegetation. Donnelly Dr east of Becketts 71 86.22 86.32 87.30 868100 Drawings Landing River Rd west of Dywer Hill 72 86.8 86.80 87.82 867710 Drawings Rd Note: Culverts that are highlighted in orange had poor site access and/or poor measuring conditions; therefore the invert values are only approximations. Culverts that are highlighted blue mean that the dimensions of the culvert could not be measured due to the culvert being submerged. Therefore the invert values are approximations. Table 14 List of RVCA Regulation Permit Files Flood Line RVCA File Closest HEC‐RAS Location Year Change Brief Description Drawing Number # cross‐section Required? RAISE DRIVEWAY AS PART OF SEVERANCE RV6‐0113 2382 DONNELLY DR 2013 No CONDITION CONSTRUCT CRAWLSPACE FOUNDATION UNDER RV6‐1510 2649 RIVER RD 2010 No COTTAGE RV6‐3610 4404 RIDEAU RIVER 2010 No CONSTRUCT NEW DWELLING
RV6‐3910 3332 N RIVER RD 2010 No TEAR DOWN EXISTING BUILDING AND REBUILD
RV6‐5810 7479 CARTER RD 2010 No TEAR DOWN AND REBUILD DWELLING REPLACE SEPTIC SYSTEM WITH WATERLOO RV6‐1412 2296 REEVE CRAIG R 2012 No BIOFILTER RV6‐2712 RIDEAU CROSSI 2012 No CONSTRUCT NEW DWELLING IN SUBDIVISION RV6‐0414 2 LOCKMASTERS LANE 2014 No CONSTRUCTION/RECONSTRUCTION RV6‐2313 RIVER RD 2013 No CONSTRUCTION/RECONSTRUCTION Note: No files were used in the adjustment of floodlines. Study Limit
E
V I T R E D E TR S S E IN L A M A E E W IV D R O DR O F I S V G O N S VE E O E TE R C S R R N E R I G O I R O R D A P E D A U
V A L L E Y
D R 4 I T V AD H E O L R S Y IN N E O ME R U AL O T D A H D
E D IV OA R R D H S T ONTARIO N OR E V ILW E D T S R E G O R
S O U 6 T 1 H 4 G Y O A W W E H R
G I D R H IV E
6
1
4
C Y O A
E U W V I N H R T G D Y I Y C L R H L O E O N U A N N D O T 1 D Y 9 R O A 24 D AD RO 4 TY 4 UN CO P R E S C O Figure 1: Study Area T T S T R E E T
D W Y E R H IL L 8 R 1 O D A A D O C R Map Scale: 1:100,000 O U Y N T T N Projection Note: NAD 1983 UTM Zone 18N Y U ² R O O C File Path: A \\RVCASTORAGE1\rvcahydrology\M800_City\Rideau_HBtoKars_MC800_200_020_204\Rideau23 D Report\Maps\Figure 1 Study Area.mxd O U 2 W 3 5 N Study Limit 4 A Date Modified: T8/5/2015 10:13:05 D T Created by: SNolan Y A E O R R R S O T Base-mapping and GIS services provided courtesy of the Rideau Valley TY R A N E Conservation Authority, under License with the Ontario DMinistry of U O E Natural Resources © Queen's Printer for Ontario, 2013. 4 C T 4 These maps are the property of the RVCA, and the RVCA holds a copyright on them. These maps may be copied or reproduced by other parties provided 8 that the RVCA is properly acknowledged as the original source of the 1 information in any document, report or map in which this mapping is used, D A and provided that no fee is charged (other than to cover handling charges). O While RVCA makes every effort to ensure that the information presented is R Y T sufficiently accurate for the intended uses of the map, there is an inherent N margin of error in all mapping products, and the RVCA cannot guarantee the U O accuracy of the mapping for all possible uses. All end-users of the 0 1 2 4 6 C 8 10 information contained herein must therefore determine for themselves if the Kms information is of suitable accuracy for their purposes. B M 7 O I 1 L 4 U T O Y Rideau River at Ottawa N A RU D N D SS A W A EL R H O Q500= L6 91.00 R R RO O G A Y I E D A IN A H L N R D P E Q350= 680.00 I S D O N 7 A 1 B E A E 4 Q200= R 667.00 D C Y A S R W O E H Q100= 644.00 S IG N H T R
R Q50= 61O 7.00 HIG O A HW AY 41 A Q20= 572D .00 7 H D IG HWA R Y 417 I V Q10= 529.00 E AD R Q5= 475.00 RO S INE D I EV OA D A D R E Q2= 369.00 Jock River B N LU D D C M D T A E N R Q500= 154.0U0 E O R H G I R A T R V S M S E R W I L I E O W V R Q350= 154.00 E O IT B A N E E I O L O L C N R D E L N B Below Jock River Q200= 153E .00 I O
D R M A R R D A B A O E N O O O A D B O F Q500= 657.69 Q100= 153.00 K A A R U F A R D V D N R E N I D O D QM 50= 151.0E 0 A K Q350= 640.69 N W A V A O R R O D E 8 O O Q20= 147.00R N Q200= 622.65 T Y M D O A H U R H I D E A E L O C Q100= 594.65 I I Q10 = 140.00 D D N A
R R E D
I D Q50= 563.56 R Q5= V 125.00 L E O East Branch O Q20= 517.39 A Q2= 84.70 D Around Manotick AD Q10= 476.08 RO Q500= 233.71 D Q5= 422.43 EL FI Q350= 225.29 W LO Q2= 318.38 L D T FA A Q200= 216.94 E O S E R R S T T G N A S Q100= 203.34 R E G IA W R E O E O H T G C Q50= 1IC89.16 C O IT O V M I A R TRA M C Q20= 168.27 E IL H ROA A R D N O R Q10= 150.38 O M T O A O IC A D K O AD M D Q5= 133.01 Rideau River Below MD anotick O A E R I D IN A E L West Branch IE S G D F T Q500= 497.00 K R L R N E Around ManotiDck E A A I B E O S Q350= 480.00 V T R O E Q500= 23N9D .92 N LA Q200= 463.00 IS D R A T R E O O Q35K0= 232.61 E B I A R E E V E R A Q100= 435.00 IV SN A L E T D R N IL S D R Q200= 225.08 V Y K L E H H P R V T M Q50= 406.0P0 S R R O R O A C R Q100= 212.70 T M E B I A P B N R E D Q20= 364.00 E A C N E Q50= 199.75 E S T T Q10= 330.00 O R F Q20= 181.21 E T W EQ5= 292.00 ES T W A Q10= 166.95 AD L Q2= 230O.00 E Y R S Q5= 148.28 R D D A TU T O EN R E R C I E Y V R T EN E S N LM Kars AI A M D DE Q500= 460.45 OO R SG Q350= 445.42 I D O E 3 A Q200= 430.18 1 U AD O Above Kemptville Creek V R A Q100= 405.32 TY L UN L O Q500= 284.84 E Q50= 379.23 C Y E V D C QI350= 274.58 D O R R A Q20= 341.25 D I O U V R N S Q200= 263.24 E Y N 4 N Q10= 310.13 T E T E V H S M Y L E L O A R T Q100= 246.26 I D Q5= 275.21 S N U O R E T A E Q50= 228.29 R H Q2= 217.30 D G O D O A C 3 R A O 1 Q20= 203.33 D R O E TH U IV R N R O D Q10= 184.09 W T IL Y S D Burritts RapiNds R E V Q5= 164.83 O E A Q500= 24T3.76 S D Below Kemptville Creek
R Q2= 136.54 1 E Q350=G 234.98 O Q500= 380.50 R Q200= 226.59 Q350= 369.59 Q100= 213.21 Q200= 358.03
Q50= 198.64 Q100= 339.76 C O C U Q20= 178.26 O Q50= 319.84 N U T N Y Q10= 162.20 T Q20= 290.46 R Y 6 O C 1 Q5= 146.08 O R A 4 Q10= 265.60 D U O
E N A Y 3 Q2= 121.61 A V T D I Y Q5= 237.38 R W D R 1 H LY O 9 G Q2= 188.58 L A I E D N H 24 N 4 D O 4 A D RO D TY W UN Y O E C R H IL L Kemptville Creek Near Kemptville R O C A Q500= 88.60 O 3 D U D Figure 2 RidNeau River DOeAsign Flows Q350= 88.00 T R S Y TY O R N 8 U U C Q200= 87.80 O O 1 T C O H A C D C U D O A G O
N Q100= 86.60 1 U U O T O Legend N N R Y W T T Y R Q50= 84.80 E Y Y T 3 O R R D R N A OA O U DQ20= 80.70 D R O A O H R FloTYw Transposition LocatioA ns D 4 I N D H 3 C I D G 4 V A U 4 2 O E E O D 5 HQ10= 75.50 R C 1 R A 6 O W D GH I R A T A D U Y QY 5= 67.20 A O A A B T O R A G 8 L N 1 4 R IL U 1 R D E O D Q2= 48.20S E C 6 IN T A D K A O P L R R M S Y O I V T T
E N U O 0 1 2 3 C 4 5 Kms Figure 3 Estimated Rideau River Design Flows 500.00
450.00
400.00
350.00
300.00
Rideau River at Kars (m³/s)
250.00 Downstream of Kemptville Creek
Flow Upstream of Kemptville Creek 200.00 Rideau River at Burritts Rapids 150.00
100.00
50.00
0.00 1 10 100 1000 Return Period (Years) 0
Sources: Esri, HERE, DeLorme, TomTom, Intermap, increment P Corp., GEBCO, 290 USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap 730 contributors, and the GIS User Community 1420 1700 5 231
55 28
55 32
5 1 3 4
65 46
5 06 5 5525
5855
05 63
6755
7105
9 0 8 1 6 5 3 5 8 4 0 5 9760
5 88 10
11065
1 1315
1 3 1 5 5 11665
11 1 8 2 9 2 5 1 1 4 0 5 1 9 2 0 6 6 5 1 49 90 1 1 4 3 0 6 5 3 0 5
1 7 2 5 5
16 1 4 7 75 6 0 5 1 68 35 18 14 1 5 9 0 9 5
2 0 1 9 5 Figure 4 HEC-RAS Schematic
1 8 7 2 0 21 54 5
2 2 8 21 1 39 5 5 2 3 1 9 5 2 2 4 Legend 3 2 4 0 5 6 5 23 41 2 5 HEC-RAS Cross-Section 3 6 7 5 2 4 11 5 250 15 25355
2 6 2 5 6 3 2 7 8 0 1 8 0 5 5 2 5 7 6
0 2 8 8
2 5
2 8 4 7 5 1:100,000 Projection Note: NAD 1983 UTM Zone 18N ² File Path: \\RVCASTORAGE1\rvcahydrology\M800_City\Rideau_KarstoBR_M800_200_020_210\KarsToBR Report\Maps_V3\Figure 8 HEC-RAS XS.mxd
Created by: SNolan Date Modified: 10/30/2015 3:39:34
Base-mapping and GIS services provided courtesy of the Rideau Valley Conservation Authority, under License with the Ontario Ministry of Natural Resources © Queen's Printer for Ontario, 2013.
These maps are the property of the RVCA, and the RVCA holds a copyright on them. These maps may be copied or reproduced by other parties provided that the RVCA is properly acknowledged as the original source of the information in any document, report or map in which this mapping is used, and provided that no fee is charged (other than to cover handling charges). While RVCA makes every effort to ensure that the information presented is sufficiently accurate for the intended uses of the map, there is an inherent 0 0.5 1 2 3 4 5 margin of error in all mapping products, and the RVCA cannot guarantee the accuracy of the mapping for all possible uses. All end-users of the information contained herein must therefore determine for themselves if the Kms information is of suitable accuracy for their purposes. Figure 5 Calibration of the HEC‐RAS Model to the Rideau River Below Merrickville (02LA011) Stream Gauge Rating Curve.
6
5
4 (m)
Level 3
02LA011 Rating Curve Water 2
1
0 0 20406080100120140160180200 Flow (m³/s) Figure 6 Difference Between Observed and Computed Water Levels for the Kars to Burritts Rapids Reach.
30
20 WA Taylor
10
0
WL Difference
Water Level Difference (cm) (April 4, 2015)
‐10 Lorne Bridge Hilly Lane WL Difference (April 11, 2014) Burritts Rapids Locks ‐20 WL Difference McDermott Drain Arcand Drain (April 6, 1999) Becketts Stream Gauge Kars Boat Launch
‐30 0 5000 10000 15000 20000 25000 30000 Station (m) Figure 7 Sensitivity Analysis of Computed Water Level to Design Flow for the Kars to Burritts Rapids Reach. 90.00
85.00
80.00 (m)
Elevation 75.00 Surface
Water
at
Dr
at
70.00
Limit
Limit
Bridge
Stevens Landing Rapids
416
Study
D/S Study Roger Bridge U/S Dam Burritts HWY Becketts 65.00
60.00 0 5000 10000 15000 20000 25000 30000 Main Channel Distance (m)
Ground 100 W.S. W.S. +5% W.S. +10% W.S. +20% W.S. ‐5% W.S. ‐10% W.S. ‐20% Figure 8 Sensitivity Analysis of Computed Water Level to Design Flow (Water Level Difference) for the Kars to Burritts Rapids Reach. 1.00
0.80
0.60
0.40 (m)
0.20 Difference
0.00 Elevation
Surface ‐0.20 Water
‐0.40
‐0.60
at
Limit Limit
Bridge
Landing Stevens
Rapids ‐0.80 416
Study
Bridge Roger
U/S Dam Burritts HWY Becketts D/S Study at Dr
‐1.00 0 5000 10000 15000 20000 25000 30000 Main Channel Distance (m)
5% 10% 20% ‐5% ‐10% ‐20% R R D D Rideau River AR CK P ED DU IN C D D E E OO Flood Plain Mapping R A W See Map 5 of the Rideau (2017) N A V A S E EL T PH O Kars to Burritts Rapids Hogs Back to Kars Report for cross E N N A R L D sections and water levels pertaining Index:1 N I D R !( to this spill area. G D N N I A Richmond L Ashton!( L IS !( Kars C E Munster !( AK Dwyer Hill North Gower !(Osgoode RD SN !( !( RFL = 87.20 m RD R N KE TO UN / UP B D E R YL DO Kemptville !( Bedell Burritts Rapids !( !( Oxford Mills !(
CMiteyr roicfkville Smiths Falls !(
!( Ottawa L
P Bishops Mills !( N
D
R N R RFL = 87.27 m Garretton
A D D !( Y L A South Branch Y W !( D IR 10 5 0 10
E A km O L F
L O
A
RFL = 87.25 m W V
U
A
E M
D A I R
R E IN D A R L D AN E L R HE W P I S Rideau River Floodplain
W
A Y Waterbody R ND D ERLA Roads SUTH Freeway Road Rapid Transit
1 R S O T L S RVCA Boundary
L L tu I I d N N y G L E i m H R it Evaluated Wetlands IL D L R S I V P 2 L 90 Provincially Significant E 8 R R 7.2 R 3 TE I m E N OB L Other C E T
C Regulatory R T Rideau River Cross-Section Flood Level E 73 AV 0 2018 60.57 m D CK R E O O D N 8 R NE LA 7 R UE O E .2 A BL ST R 3 C RY O K ER OD m D H M R C M CO
R
I 1 BL D 05 UE E 0 A BI 8 RD U 7 .2 S L S 4 T P R Y T m E I it TR D N N E O W B A m A U L i T R O V E I L D R A R E L D RFL = 87.27 m L y L A O N E U d O Figure 9a Y E 1 D R S 4 D D L 2 R u S 0 D Y T S 8 E t 7 R D T . G R 2 R O 5 D S m I A S R R B S N B M E O E L S
N V
R I T O D Stevens Creek L R R R E E I W D S H D E R L N 1700 87.25 m IN A R AB N Y C E D R V R A D N NS C VE E E ST N R S I T R X E GE I T O 6 m O D S R 2 N S N 7. T E
8 D L S W 5 A IP O 01 R N IL T 2 E PH S H T Y S IS W A AL W U Y Y R N LO
O S T 4 L 1 m Y T T S 6 A S T 6 .2 T L R S T E E 7 S IL U 8 W J L D Map Scale: 1:20,000 N C C N M A 5 I O IZ 1 L O I N U 3 S L I 2 A S D Projection note: O R R R B T E N B F P E U.T.M. Zone 18 - NAD 83 Datum ² L E S A T T H N L E E S P File Location: S T Z:\GIS_Data\CA_Data\FPM\RVCA\RV3\MapSheets\R eport\Rideau_Hogs_Kars_1to20000 T SH I I T M AV H T A W T C R S MA Created by: P.G. RFL = 87.29 m TO T L 6 m T L S E O N .2 ST AR 7 E 8 Y PE Modified by: P.G. Date Modified: 27/07/2017 D 05 D S C
6 U C 2 C ES R A R Published by: Date Published: 27/07/2017 A C E 2 N L S N L EL D L E JO P L O R m O A I N Base-mapping and GIS services provided courtesy of the Rideau Valley N T U 6 A Y E 2 D L Conservation Authority, under License with the Ontario Ministry of E . G R D S I 7 R R A D 8 G T Natural Resources © Queen's Printer for Ontario, 2017. D N S A 5 A E A H H 5 R K 8 T W C C These maps are the property of the RVCA, and the RVCA holds a copyright O 2 L S R Y ST T T on them. These maps may be copied or reproduced by other parties provided T S T E S 4 K LA S T JA L R E that the RVCA is properly acknowledged as the original source of the 1 S E L B E K R 6 IN NA C D information in any document, report or map in which this mapping is used, A N G M A BU EK E B E and provided that no fee is charged (other than to cover handling charges). D U R m O HC While RVCA makes every effort to ensure that the information presented is 7 GO R UT .2 OS N SO sufficiently accurate for the intended uses of the map, there is an inherent 7 Cranberry Creek 8 D margin of error in all mapping products, and the RVCA cannot guarantee the R 55 accuracy of the mapping for all possible uses. All end-users of the 32 RFL = 87.27 m information contained herein must therefore determine for themselves if the information is of suitable accuracy for their purposes.
500 250 0 500 1,000 Meters m 7.26 5 8 231 ST Rideau River RFL = 87.29 m O 6 m TT 7.2 O Flood Plain Mapping DR 8 NS 05 VE 26 TE N Kars to Burritts Rapids S 2 I R N X GE D O O L m N R T Index:2 IN 6 E E 2 A D . R G R D 7 R !( R 8 I G D D V A A Richmond S E 5 E Ashton!( H R !( K 5 R Kars C 8 T !( 2 Munster North Gower !( O R Dwyer Hill Osgoode L S T !( !( D S T E JAK DR /
OD ST O IN ILW A RA m E M T 7 OD Kemptville .2 O !( 7 G Bedell 8 S !( 5 O Burritts Rapids 5 RFL = 87.27 m !( Oxford Mills 32 !( Cranberry Creek R CMiteyr roicfkville D Smiths Falls !( ST !( Ottawa RE FO Bishops Mills LE !( AP 3525 87.27 M m Garretton South Branch!( !( 10 5 0 10 km
7 m 87.2 3775
7 m 7.2 Rideau River Floodplain 8 25 40 m 7 Waterbody .2 7 8 Roads 5 1 3 4 8 m Freeway 87.2 4515 Road m .28 87 Rapid Transit 65 46 RVCA Boundary
W Evaluated Wetlands RD AD HE m Provincially Significant CK 28 LO 7. 5 8 506 Other Regulatory Cross-Section Flood Level 2018 60.57 m
5525 87.28 m Rideau River East of Highway 416 West of Highway 416 RFL = 87.29 m RFL = 87.30 m
4 T H .28 m L R 87 Figure 9b IN I 55 E D 58 E R A D U
H V W A Y L 4 L 1 E 6 Y
D R RD Y S EN LM DA H m W 28 Y 7. 4 8 1 05 6 63
Y PVT ERWA C GLID A R T E R D R R R D .29 m Map Scale: 1:20,000 DO 6755 87 EN Projection note: LL CA U.T.M. Zone 18 - NAD 83 Datum ² File Location: 3 Z:\GIS_Data\CA_Data\FPM\RVCA\RV3\MapSheets\R eport\Rideau_Hogs_Kars_1to20000 R RD D E DR R L RD MAPLESHOR DO IN H Created by: P.G. N E RT LE O AL R LW C D DI Modified by: P.G. Date Modified: 27/07/2017 S 7105 8 7.29 m D R Published by: Date Published: 27/07/2017
R
E
V I Base-mapping and GIS services provided courtesy of the Rideau Valley R Conservation Authority, under License with the Ontario Ministry of U A Natural Resources © Queen's Printer for Ontario, 2017. E
D I
R These maps are the property of the RVCA, and the RVCA holds a copyright on them. These maps may be copied or reproduced by other parties provided that the RVCA is properly acknowledged as the original source of the 8 information in any document, report or map in which this mapping is used, West of Highway 416 4 8 0 and provided that no fee is charged (other than to cover handling charges). 6 5 While RVCA makes every effort to ensure that the information presented is RFL = 87.30 m 3 RFL = 87.29 m 5 8 sufficiently accurate for the intended uses of the map, there is an inherent 7 8 .2 margin of error in all mapping products, and the RVCA cannot guarantee the 7 9 accuracy of the mapping for all possible uses. All end-users of the .2 m 9 information contained herein must therefore determine for themselves if the m information is of suitable accuracy for their purposes.
500 250 0 500 1,000 Meters m 7.26 5 8 M 31 A 2 T R S ST S Rideau River O L L E m TT AR E CR N 26 O T PE E . S E S 87 Y OI Flood Plain Mapping D S L 5 D C E 0 U C 26 C ES R A R A C E N Kars to Burritts Rapids L S 2 L EL N L E JO D O R m O L N I T Index:3 N 6 A Y
E E 2 D . R G S !( R D 7 R R 8 I G T D D V A A Richmond S E 5 E Ashton!( H R !( K 5 R Kars C 8 T !( 2 Munster North Gower !( O R L S Dwyer Hill !( Osgoode T T T !( D S S T KE A S BETH T A L R ZA S J BEL ELI S NA E LE DR / N G K ST A UC EK IN B B RE A U HC m M R T E M U 7 D N O Kemptville 2 O O S . O D !( 7 G R Bedell 8 S R !( O N Burritts Rapids 5 !( 5 I RFL = 87.27 m N Oxford Mills 2 S !( 3 G RE M C Cranberry Creek D I City of S IN Merrickville T W Smiths Falls !( S !( S Ottawa W O R G A C Bishops Mills !( 35 Y DR O 25 87.27 m E R Z D Garretton E !( RE O South Branch RB N !( 10 5 0 10 E km M M UM U S R D O 7 m C 7.2 K 8 75 R 37 D
m .27 87 Rideau River Floodplain 5 02 4 m Waterbody 7 D .2 R 7 NY 8 ME AL Roads 5 D 1 3 4 8 m Freeway 87.2 515 N 4 I X O Road N m 8 D .2 R 87 Rapid Transit 65 46 RVCA Boundary Evaluated Wetlands
8 m Provincially Significant 7.2 5 8 506 Other Regulatory Cross-Section Flood Level 2018 60.57 m
D .28 m Rideau River Y R 5525 87 EN LM East of Highway 416 DA RFL = 87.29 m
.28 m R 87 Figure 9c I 5 D 585 E A U
V A L L E Y
D R
S
8 m 7.2 5 8 630
Y PVT ERWA C GLID A R T E R R D m Map Scale: 1:20,000 6755 87.29 Projection note: U.T.M. Zone 18 - NAD 83 Datum ² File Location: 3 Z:\GIS_Data\CA_Data\FPM\RVCA\RV3\MapSheets\R eport\Rideau_Hogs_Kars_1to20000 R D E DR L RD MAPLESHOR IN H Created by: P.G. E RT B O O R W U D IL Modified by: P.G. Date Modified: 27/07/2017 S D 71 N 05 8 D 7 D .29 m A R R Published by: Date Published: 27/07/2017 Y R E R
V D I Base-mapping and GIS services provided courtesy of the Rideau Valley R Conservation Authority, under License with the Ontario Ministry of U A Natural Resources © Queen's Printer for Ontario, 2017. E
D H I W R These maps are the property of the RVCA, and the RVCA holds a copyright Y on them. These maps may be copied or reproduced by other parties provided
4 that the RVCA is properly acknowledged as the original source of the 1 6 8 B information in any document, report or map in which this mapping is used, 4 E 8 0 L and provided that no fee is charged (other than to cover handling charges). 6 5 M While RVCA makes every effort to ensure that the information presented is H 3 RFL = 87.29 m E W 5 8 A sufficiently accurate for the intended uses of the map, there is an inherent 7 D D Y 8 .2 R E margin of error in all mapping products, and the RVCA cannot guarantee the T 4 7 9 R R accuracy of the mapping for all possible uses. All end-users of the 1 . E 6 2 m AB D 9 G information contained herein must therefore determine for themselves if the m information is of suitable accuracy for their purposes.
500 250 0 500 1,000 Meters 3R Rideau River D L IN E Flood Plain Mapping R D
West of Highway 416 S Kars to Burritts Rapids 4 T RFL = 87.30 m H Index:4 L IN !( E Richmond Ashton R !( !( Kars D E !( N Munster North Gower !( Dwyer Hill !( Osgoode A !( L
Y E / H A G 8 C 6 M Kemptville 3 !( 5 Bedell M !( C 8 Burritts Rapids C 7 !( Oxford Mills O RD !( R .2 R D 9 IVE IC R City of K m U Merrickville 9 EA Smiths Falls !( R H 0 ID !( Ottawa D W 1 R 5 Bishops Mills Y 8 !(
4 8 4 1 7 0 6 5 Garretton .2 !( 9 NE South Branch LA 8 !( 10 5 0 10 m IN 7 km 9 NN .2 3 LA 9 35 m
87
N . 29 D m
R
G S I H A E
R I LA C S E W Rideau River Floodplain V A E N Y E E
R N A Waterbody L D 97 R 60 D L 87.2 R L 9 m A S Roads E D P D W R P G R H 1 O T CO RT 0 E R O 06 H W BE W 0 S E A DIL 8 E R G Freeway 7. S D 29 O m L R C Road D 10 R 15 A 0 P Rapid Transit 87 P .3 E m H S S D RVCA Boundary R 102 G 3 I 5 A 87 Evaluated Wetlands R .3 m C E V Provincially Significant E E R Other 10525 87.3 m Regulatory Cross-Section Flood Level 2018 60.57 m
West of Highway 416 RFL = 87.30 m 10885 87.3 m G R E E N L IN E R 11065 D 87.3 m D R N LE UL M Rideau River S C M G O 11315 W Figure 9d 87. E 3 m R
D RD R NN FLY
116 65 FA 8 IR 7. H 3 U m R S 1 T 2 D 2 1 R 1 1 R 0 8 D 95 LLY 8 NE 7 87 ON .3 .3 D m m
D R E IL M R AI N Map Scale: 1:20,000 F NE LA Projection note: Y 1 LL U.T.M. Zone 18 - NAD 83 Datum ² 2 I 6 H 6 File Location: 5 Z:\GIS_Data\CA_Data\FPM\RVCA\RV3\MapSheets\R eport\Rideau_Hogs_Kars_1to20000 S 8 NE 7 A H . L I Created by: P.G. 3 Y L L L m IL Y 1 H 3 L Modified by: P.G. Date Modified: 27/07/2017 1 A 1 5 N 3 5 E 6 Published by: Date Published: 27/07/2017 3 8 5 7 .3 t 8 m i Base-mapping and GIS services provided courtesy of the Rideau Valley 1 7 4 .3 Conservation Authority, under License with the Ontario Ministry of 0 Natural Resources © Queen's Printer for Ontario, 2017. 5 m m 0 i L 8 These maps are the property of the RVCA, and the RVCA holds a copyright 7 on them. These maps may be copied or reproduced by other parties provided .3 y P that the RVCA is properly acknowledged as the original source of the m O 6 d 1 T information in any document, report or map in which this mapping is used, 4 T u and provided that no fee is charged (other than to cover handling charges). E t Y R While RVCA makes every effort to ensure that the information presented is 1 W R 4 S H 5 D sufficiently accurate for the intended uses of the map, there is an inherent 9 0 margin of error in all mapping products, and the RVCA cannot guarantee the
8 accuracy of the mapping for all possible uses. All end-users of the 7 information contained herein must therefore determine for themselves if the .3 Kemptville Creek m information is of suitable accuracy for their purposes.
500 250 0 500 1,000 Meters 3 N R I D X Rideau River L O IN N E D Flood Plain Mapping R D R S Kars to Burritts Rapids RFL = 87.29 m Index:5
!( E Richmond N Ashton!( A !( Kars L !( Munster Dwyer Hill North Gower !(Osgoode Y !( !( E H RD A T / G ER C AB 8 M G 6 3 Kemptville 5 !( Bedell 8 Burritts Rapids !( 7 !( .2 Oxford Mills 9 !( D H R m T 9 CMiteyr roicfkville R 0 Smiths Falls !( O 1 !( ILW H 5 Ottawa D W Bishops Mills Y 8 !( 7 4 . 8 1 2 E 4 Garretton 6 9 AN 0 !( m L 5 South Branch IN D !( 10 5 0 10 9 NN 8 R km 3 LA 7 DE 3 . A 5 2 ME 8 9 EL 7 m B
N . 29 D m
R
G S I H A E
R I LA C S E W V A
E Rideau River Floodplain N Y E E
R N A 97 L Waterbody 60 D 87. R 29 A m P P Roads 100 E 60 H 8 S E 7. S Freeway 29 O m L C
D Road 4 R T 10 H 15 A 0 P L I 87 P N . E E 3 Rapid Transit m H R S S D D R 1 RVCA Boundary 02 G 3 I 5 A 87. R 3 m Evaluated Wetlands C E V E D Provincially Significant E R R ND CA 10525 87.3 m AR Other Regulatory Cross-Section Flood Level V IS 2018 60.57 m IT IN G R 10885 87.3 m D G R E B E O N U L N IN East of Highway 416 D E A R 11065 87.3 m R D RFL = 87.29 m Y R D
1 1315 87.3 m Figure 9e D R D T 11 R N D N 66 N E 5 R LY t F M 8 E R i 11 7. L 3 E 8 m T V T 9 I 5 E R S 8 m 7 U i H .3 A C N F E A m E I Rideau River D L R I R H F U R R ST 1 D 2 y R R 2 Y D 1 L 0 d EL NN 8 DO 7 .3 u m t
S D R E IL M IR N FA E AN Map Scale: 1:20,000 L 1 LY Projection note: 2 IL 6 H S U.T.M. Zone 18 - NAD 83 Datum ² 6 G 5 O S W File Location: E Z:\GIS_Data\CA_Data\FPM\RVCA\RV3\MapSheets\R eport\Rideau_Hogs_Kars_1to20000 8 N E 7 A H R . L I 3 Y L D m L L R Created by: P.G. IL Y H 1 L 3 A Modified by: P.G. Date Modified: 27/07/2017 1 N 5 E 1 5 3 6 8 6 Published by: Date Published: 27/07/2017 3 1 7 4 5 .3 Y 8 m Base-mapping and GIS services provided courtesy of the Rideau Valley 7 W .3 H Conservation Authority, under License with the Ontario Ministry of m Natural Resources © Queen's Printer for Ontario, 2017.
These maps are the property of the RVCA, and the RVCA holds a copyright 1 on them. These maps may be copied or reproduced by other parties provided 4 P 0 O that the RVCA is properly acknowledged as the original source of the 5 T 0 T information in any document, report or map in which this mapping is used, E and provided that no fee is charged (other than to cover handling charges). 8 R 7 R While RVCA makes every effort to ensure that the information presented is .3 D sufficiently accurate for the intended uses of the map, there is an inherent
m margin of error in all mapping products, and the RVCA cannot guarantee the accuracy of the mapping for all possible uses. All end-users of the Kemptville Creek information contained herein must therefore determine for themselves if the information is of suitable accuracy for their purposes.
500 250 0 500 1,000 Meters 1 2 2 1 0 H I 8 L 7 L . Rideau River 1 Y 3 2 6 L m 6 A 5 N Flood Plain Mapping E 8 7 .3 Kars to Burritts Rapids m D R Index:6 1 ER 1 3 1 IV !( 4 6 3 R t Richmond 0 3 1 U i Ashton!( 5 5 5 A !( Kars 5 E !( 0 D Munster North Gower !( 8 I m Dwyer Hill !( Osgoode 8 7 8 R i !( 7 .3 7 . . P L 3 m 3 O / m m T T y E R d R D u Kemptville !( t Bedell !( D Burritts Rapids S !( R Oxford Mills !( N O S City of IL Merrickville Smiths Falls !( !( W Ottawa N Y Bishops Mills L !( R E 1 Garretton M 4 !( 5 South Branch 9 !( 10 5 0 10 0 km 8 Rideau River 7 .3 m
E N West of Highway 416 6 A 1 L 4
N RFL = 87.30 m Y E D L W R G H YD 1 1 U O A L Rideau River Floodplain R 5 5 E F 4 3 E N D 0 D Y 3 0 I A L 0 R L L m m E Waterbody N 8 H 1 1 8 1 7 1 N 7 . C 3 5 3 4 O 3 A D . . . 3 9 3 1 E
7 9 7 6 1 m 0 B Roads 5 E 8 8 AN m R L 8 8 AIL 7 A U 5 5 7 Q . H D 5 5 . E 3 Freeway B 3 O E 8 7 N m E 1 A N C A 5 5 L O P M m E A 1 1 S U M N A R R A A N U Road L Z L O W A Z A C A K O N LF Y O L E O F A G Rapid Transit F L A R N D E 1 RVCA Boundary 647 5 TE 87 A .3 G Evaluated Wetlands 2 G m IN D N H Provincially Significant LA A L R A R Y I O S Other R M R AG D 1 N 6 O 83 L Regulatory 5 W IA 8 Y W Cross-Section Flood Level 7. CL A 32 IFF R Y Kemptville Creek m E D 60.57 m 1 WA E 2018 72 Y LL 5 NE 5 UI EQ 87 .3 2 m C O U D N RFL = 87.30 m R T Y R R E D V D 17 I 605 4 R 87. R 4 32 R C T m I O V U N E E R N V T M O V Y E Y I A E R L W D T G T E 1 U L 9 E A S R N D E H Figure 9f R C H N E E R R IT F A R G E E V G B A I L N M S V E E D B N T U T T R R L E D E R C R N 3 S A IV S 4 W V A E T D A N R R A L N V TY Y R I I N Y V E U 18 E W O 1 C R C 45 R S L E A A 87 S R N . Y E 32 P Y R 1 IO H A W L D 8 m A W A EL N C 4 E R G S Y S W 3 N N O 0 E M A A RYA R O R R L E D 8 R O R D N T 7 D I E R Y N . R S V 3 M O D 2 I W N N R T N M m A O A Y O D T D D D R Y G G E N C R A L KI W N R I D K L I O O N IA E T L R L B I C 1:20,000 O L R T L Map Scale: E E N W M E E A M C Projection note: L Y CO R W D T U.T.M. Zone 18 - NAD 83 Datum ² 1 R K C 8 RD IN O G U File Location: 7 LO Z:\GIS_Data\CA_Data\FPM\RVCA\RV3\MapSheets\R eport\Rideau_Hogs_Kars_1to20000 2 ER S R 0 B T T N S C 8 VA T O Created by: P.G. 7 U .3 N 2 T m E Y Modified by: P.G. Date Modified: 27/07/2017 T R E T S 6 E D S 1 T T R 1 S A 4 Published by: Date Published: 27/07/2017 S E 9 A N I A E T H Y IR I G S T T R S W D V G R Y O R L R L Y B H A Base-mapping and GIS services provided courtesy of the Rideau Valley E O E C R M O E L J R ID H E BA G A A R G P Conservation Authority, under License with the Ontario Ministry of G R M M U E S TO N ES C T Natural Resources © Queen's Printer for Ontario, 2017. ES S S S T N T R T U O These maps are the property of the RVCA, and the RVCA holds a copyright ID E R W on them. These maps may be copied or reproduced by other parties provided E T S N A S E L that the RVCA is properly acknowledged as the original source of the T U D R IN S HA Y information in any document, report or map in which this mapping is used, M S R G E N T O A R R U E F N D and provided that no fee is charged (other than to cover handling charges). L E X JA ST D D D P U O C Y R While RVCA makes every effort to ensure that the information presented is O IN Q W K R ED O E T T S A N sufficiently accurate for the intended uses of the map, there is an inherent S S EN N H E T IN K margin of error in all mapping products, and the RVCA cannot guarantee the R IL G A A D L R S accuracy of the mapping for all possible uses. All end-users of the R O A W E A information contained herein must therefore determine for themselves if the D G Y information is of suitable accuracy for their purposes.
500 250 0 500 1,000 Meters 1 647 5 8 7.3 2 m Rideau River H A R N Flood Plain Mapping E T W T 1 Y 6 CL R 83 IFF Kars to Burritts Rapids D 5 E 1 87 WA 7 .32 Y 25 m Index:7 5 !( R 8 O Richmond 7 Ashton!( Y !( Kars .3 A !( 2 L Munster North Gower !( Dwyer Hill !( Osgoode m L !( A N D / IN G G 1760 A 5 87 T Kemptville .32 m E !( Bedell Burritts Rapids !( V !( Oxford Mills O !( Y A G R D City of E Merrickville U E Smiths Falls !( R L !( Ottawa H L D E E Bishops Mills R R !( N IT I H A A G U Garretton R Q N RFL = 87.33 m E !( E T South Branch E B !( 10 5 0 10 S T R L T E V km Y R G D E D IM
N S E E T N T
R T T
A L R E
C D 18 R C C 1 S A 4 M 5 W V 1 A 8 8 A L 4 7. Y R 30 32 Y m C S 8 R E 7. E TT 32 S Rideau River Floodplain LE P R R m I S D O H W Y N A A L 1 E R G Waterbody Y L 9 E M A E R O R N 0 R N 9 R D N O D Y IS D 5 M R 1 TI W O Roads 8 8 A N 7 7 Y D . 2 D 3 0 R R 3 C R Freeway O O K D m 8 L IN R 7 O B L N E .3 N W D E A A 2 L Y Road P m D R Rapid Transit RVCA Boundary Evaluated Wetlands 2 0 1 9 Provincially Significant 5
8 7 M Other .3 U L 3 D Rideau River m O O Regulatory N R Cross-Section Flood Level D 2018 60.57 m 2 13 95 8 7.3 3 m RD 2 T 15 AT 45 PR 2 1 87 9 2 .3 4 1 3 5 8 6 m
5 8 7 8 . 7 2 3 .3 2 4 3 RFL = 87.33 m 4 3 m m Figure 9g 0
2 8 2 7 8 . 1 3 2 5 5 2 m 9 8 4 7 5 . 3 8 5
W 2 7 m E 3 . E 1 3 D 9 6 M 5 A m R 8 K 7 R .3 D 6 m
2 A 3 C 4 T 43 15 O D 2 N R 3 8 C TY H 7 O N E 6 .3 U B 7 6 R O R 5 N C O m E N 8 R L 7 S A .3 R N 6 D Map Scale: 1:20,000 E m Projection note: U.T.M. Zone 18 - NAD 83 Datum ² 24 File Location: 2 1 Z:\GIS_Data\CA_Data\FPM\RVCA\RV3\MapSheets\R eport\Rideau_Hogs_Kars_1to20000 4 15 5 6 8 Created by: P.G. 5 7 . 3 8 6 7 m Modified by: P.G. Date Modified: 27/07/2017 . J 3 O 7 H Published by: Date Published: 27/07/2017 m N S T D O R N Base-mapping and GIS services provided courtesy of the Rideau Valley
ER R Conservation Authority, under License with the Ontario Ministry of IV D R Natural Resources © Queen's Printer for Ontario, 2017. 2 50 W These maps are the property of the RVCA, and the RVCA holds a copyright 15 D on them. These maps may be copied or reproduced by other parties provided 8 R 7.3 T that the RVCA is properly acknowledged as the original source of the 7 m OT SC information in any document, report or map in which this mapping is used, and provided that no fee is charged (other than to cover handling charges). While RVCA makes every effort to ensure that the information presented is sufficiently accurate for the intended uses of the map, there is an inherent R margin of error in all mapping products, and the RVCA cannot guarantee the CI E accuracy of the mapping for all possible uses. All end-users of the C information contained herein must therefore determine for themselves if the RU SP information is of suitable accuracy for their purposes. 25355 87.38 m 500 250 0 500 1,000 Meters 2 15 Rideau River 45 2 2 1 1 8 8 7 9 6 .3 Flood Plain Mapping 4 5 3 5 m 8 Kars to Burritts Rapids 8 7 2 . 2 7 3 . 3 4 3 Index:8 3 4 m 0 !( m 2 8 Richmond W R 2 7 Ashton!( E D 8 !( Kars E .3 Munster !( D LY 1 Dwyer Hill North Gower !(Osgoode M L 2 5 5 !( !( E 2 A N m R 9 8 K N 4 O 7 / R D 5 . D 3 8 5
2 7 m 3 . 1 3 Kemptville 9 6 !( 5 Bedell m Burritts Rapids !( 8 !( Oxford Mills 7 A !( .3 C 6 T O City of m N Merrickville Smiths Falls !( C !( Ottawa 2 O 34 R Bishops Mills 1 N !( 5 E R 2 8 S Garretton H 3 7 !( E 6 .3 R South Branch B 7 6 D !( 10 5 0 10 R 5 km O m N 8 D L 7 R A .3 N 6 EN E D Rideau River m PA
24 2 1 4 15 5 6 8 5 7 . Rideau River Floodplain 3 8 6 7 m . 3 Waterbody 7
m D Roads R ER IV R Freeway 250 15 W Road 8 RD 7.3 T 7 m OT SC Rapid Transit
D W RVCA Boundary Y E R H Evaluated Wetlands IL L R D 25355 87.38 m Provincially Significant Other
Regulatory Cross-Section Flood Level 2 57 2018 60.57 m 95 8 7. 41 m
2 6 2 8 5 2 6 5 8 3 7 . 0 4 4 8 2 7 m 6 . 8 4 8 6 0 m 2 7 8 1 7 5 .4 5 7 Figure 9h
8 m 2 7 7 .4 4 8 2 6 m 7 5 7
9 8 m 7 5 2 2 .
8 7 5 8
8 4 4 5 m . 7 0 7 7 5 2 5 .
5 8 8 E 3
8 4 8 A
5 5 7 7 S m 0 . T 7 . 6 6 0 S 1 8 m T 8
m 7 2 . 6
m 2 S 2 9 9 2 4 7 D t 0 5 R u 5 DS 8 PI d 8 7 A 7 .8 R y . 2 TS 9 IT m m RR 1:20,000 L BU Map Scale: i Projection note: m U.T.M. Zone 18 - NAD 83 Datum ² i File Location: t Z:\GIS_Data\CA_Data\FPM\RVCA\RV3\MapSheets\R eport\Rideau_Hogs_Kars_1to20000
Created by: P.G. 43 See MacLaren (1976) Rideau RD Modified by: P.G. Date Modified: 27/07/2017 Y River Floodline Mapping NT OU Published by: Date Published: 27/07/2017 D C (Smtih Falls to Kars) R AN KM Base-mapping and GIS services provided courtesy of the Rideau Valley ON Conservation Authority, under License with the Ontario Ministry of RFL = 89.3 m M Natural Resources © Queen's Printer for Ontario, 2017.
These maps are the property of the RVCA, and the RVCA holds a copyright on them. These maps may be copied or reproduced by other parties provided that the RVCA is properly acknowledged as the original source of the information in any document, report or map in which this mapping is used, and provided that no fee is charged (other than to cover handling charges). D R While RVCA makes every effort to ensure that the information presented is IN sufficiently accurate for the intended uses of the map, there is an inherent SK HA margin of error in all mapping products, and the RVCA cannot guarantee the accuracy of the mapping for all possible uses. All end-users of the information contained herein must therefore determine for themselves if the information is of suitable accuracy for their purposes.
500 250 0 500 1,000 Meters
Appendix A
HEC-RAS Profiles and Cross-Sections
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 26 of 28
Rideau River Kars to BR 100 Legend
EG 100 Yr WS 100 Yr
95 Ground
90
85
80 Elevation (m)
75
70
65
60 0 5000 10000 15000 20000 25000 30000 35000
Main Channel Distance (m) River = Rideau River Reach = Kars to BR RS = 29822.51 River = Rideau River Reach = Kars to BR RS = 29605 River = Rideau River Reach = Kars to BR RS = 29505
.15 .02 .15 .15 .02 . .15 .02 . 105 100 1 98 1 Legend 5 Legend 5 Legend 98 96 100 EG 100 Yr EG 100 Yr EG 100 Yr 96 WS 100 Yr WS 100 Yr 94 WS 100 Yr 94 95 Ground Ground 92 Ground 92 Bank Sta Bank Sta Bank Sta 90 90 90 Elevation (m) Elevation (m) Elevation (m) 88 88 85 86 86
80 84 84 0 100 200 300 400 500 600 0 100 200 300 400 500 600 650 700 750 800 850 900 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 29452 IS River = Rideau River Reach = Kars to BR RS = 29405 River = Rideau River Reach = Kars to BR RS = 29275
.15 .02 . .15 .02 . .15 .02 .15 98 1 98 1 94 5 Legend 5 Legend Legend 96 96 EG 100 Yr EG 100 Yr 92 EG 100 Yr 94 WS 100 Yr 94 WS 100 Yr WS 100 Yr
92 Ground 92 Ground 90 Ground Bank Sta Bank Sta Bank Sta 90 90 88 Elevation (m) Elevation (m) Elevation (m) 88 88 86 86 86
84 84 84 600 650 700 750 800 850 900 600 650 700 750 800 850 900 720 740 760 780 800 820 840 860 880 900 920 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 28475 River = Rideau River Reach = Kars to BR RS = 28450 River = Rideau River Reach = Kars to BR RS = 28405
.15 .02 .15 . .02 .15 . .02 .15 92 94 1 94 1 Legend 5 Legend 5 Legend 91 EG 100 Yr 92 EG 100 Yr 92 EG 100 Yr 90 WS 100 Yr WS 100 Yr WS 100 Yr 89 90 90 88 Ground Ground Ground 88 88 87 Bank Sta Bank Sta Bank Sta Elevation (m) Elevation (m) 86 Elevation (m) 86 86 85 84 84 84 83 82 82 500 600 700 800 900 1000 1100 750 800 850 900 950 1000 1050 1100 760 780 800 820 840 860 880 900 920 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 28075 River = Rideau River Reach = Kars to BR RS = 27795 River = Rideau River Reach = Kars to BR RS = 27465
.15 .02 .15 .15 .02 .15 .15 .02 . 92 91 92 1 Legend Legend 5 Legend 90 EG 100 Yr EG 100 Yr 90 EG 100 Yr 90 89 WS 100 Yr WS 100 Yr WS 100 Yr 88 Ground Ground 88 Ground 88 87 Bank Sta Bank Sta Bank Sta 86 86 Elevation (m) Elevation (m) Elevation (m) 86 85 84 84
84 83 82 600 650 700 750 800 850 900 950 1000 600 650 700 750 800 850 900 550 600 650 700 750 800 850 900 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 27155 River = Rideau River Reach = Kars to BR RS = 26880 River = Rideau River Reach = Kars to BR RS = 26530
.15 .02 . .15 .02 . .15 .02 . 92 1 92 1 90 1 5 Legend 5 Legend 5 Legend 89 90 EG 100 Yr 90 EG 100 Yr EG 100 Yr WS 100 Yr WS 100 Yr 88 WS 100 Yr
88 Ground 88 Ground 87 Ground Bank Sta Bank Sta Bank Sta 86 86 86 Elevation (m) Elevation (m) Elevation (m) 85 84 84 84
82 82 83 550 600 650 700 750 800 850 900 700 750 800 850 900 740 760 780 800 820 840 860 880 900 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 26285 River = Rideau River Reach = Kars to BR RS = 25795 River = Rideau River Reach = Kars to BR RS = 25355
. .02 .15 .15 .02 .15 .15 .02 . 90 1 89 90 1 5 Legend Legend 5 Legend 88 89 89 EG 100 Yr EG 100 Yr EG 100 Yr 87 88 88 WS 100 Yr WS 100 Yr WS 100 Yr 86 87 87 Ground Ground Ground 85 86 Bank Sta Bank Sta Bank Sta 86 84 85 Elevation (m) Elevation (m) Elevation (m) 85 83 84
84 82 83
83 81 82 760 780 800 820 840 860 880 900 920 650 700 750 800 850 900 950 600 650 700 750 800 850 900 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 25015 River = Rideau River Reach = Kars to BR RS = 24565 River = Rideau River Reach = Kars to BR RS = 24115
.15 .02 .15 .15 . . .075 .15 .01 . . . . .075 .15 92 90 0 1 1 90 10 0 Legend 7 5 5 Legend 57 1 Legend 89 5 5 90 EG 100 Yr EG 100 Yr EG 100 Yr 88 88 WS 100 Yr WS 100 Yr WS 100 Yr 88 87 86 Ground 86 Ground Ground 86 Bank Sta 85 Bank Sta Bank Sta 84
Elevation (m) 84 Elevation (m) 84 Elevation (m)
83 82 82 82 80 81 80 500 600 700 800 900 1000 300 400 500 600 700 800 900 1000 600 700 800 900 1000 1100 1200 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 23675 River = Rideau River Reach = Kars to BR RS = 23415 River = Rideau River Reach = Kars to BR RS = 23195
.15 .075 . .01 .075 .15 . .075 .01 .15 .15 .075 .01 .15 90 1 90 1 89 5 Legend 5 Legend Legend 88 88 88 EG 100 Yr EG 100 Yr EG 100 Yr 87 WS 100 Yr WS 100 Yr WS 100 Yr 86 86 86 Ground Ground Ground 84 85 Bank Sta Bank Sta Bank Sta 84 84 Elevation (m) Elevation (m) Elevation (m) 82 83 82 80 82
80 78 81 600 700 800 900 1000 1100 650 700 750 800 850 900 950 1000 1050 600 650 700 750 800 850 900 950 1000 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 22945 River = Rideau River Reach = Kars to BR RS = 22815 River = Rideau River Reach = Kars to BR RS = 22430
.15 .01 .075 . .15 .01 .075 . . .075 . .075 . .01 . 92 1 90 1 92 1 1 1 1 5 Legend 5 Legend 5 5 5 5 Legend 90 EG 100 Yr EG 100 Yr 90 EG 100 Yr 88 WS 100 Yr WS 100 Yr WS 100 Yr 88 88 Ground Ground Ground 86 86 86 Bank Sta Bank Sta Bank Sta Elevation (m) Elevation (m) 84 Elevation (m) 84 84 82 82
80 82 80 550 600 650 700 750 800 850 900 950 1000 500 600 700 800 900 1000 650 700 750 800 850 900 950 1000 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 21945 River = Rideau River Reach = Kars to BR RS = 21865 River = Rideau River Reach = Kars to BR RS = 21545
.15 . . .15 . . . .01 .075 .01 .15 .15 . . . . .075 .15 92 0 0 01 89 1 90 0 0 0 1 7 1 15 Legend 5 Legend 1 7 1 5 Legend 5 88 5 90 EG 100 Yr EG 100 Yr EG 100 Yr 87 88 WS 100 Yr WS 100 Yr WS 100 Yr 88 86 86 Ground 85 Ground Ground 86 Bank Sta 84 Bank Sta Bank Sta 84
Elevation (m) 84 Elevation (m) 83 Elevation (m)
82 82 82 81 80 80 80 300 400 500 600 700 800 900 1000 1100 500 600 700 800 900 1000 1100 1200 400 500 600 700 800 900 1000 1100 1200 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 21395 River = Rideau River Reach = Kars to BR RS = 20195 River = Rideau River Reach = Kars to BR RS = 19095
.15 . .01 . . .075 . .15 .01 . .15 .15 .02 . 90 0 0 1 1 90 0 92 1 7 7 5 5 Legend 7 Legend 5 Legend 5 5 5 89 90 EG 100 Yr 88 EG 100 Yr EG 100 Yr 88 WS 100 Yr WS 100 Yr WS 100 Yr 88 87 Ground 86 Ground Ground 86 Bank Sta Bank Sta Bank Sta 86 84 Elevation (m) Elevation (m) Elevation (m) 84 85 82 84 82
83 80 80 400 500 600 700 800 900 1000 1100 200 400 600 800 1000 1200 1400 0 200 400 600 800 1000 1200 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 18720 River = Rideau River Reach = Kars to BR RS = 18430 River = Rideau River Reach = Kars to BR RS = 18145
.15 .075 .02 .075 .15 .15 .02 .075 . . . . .01 . .15 90 90 1 90 1 0 1 0 Legend 5 Legend 5 7 5 7 Legend 5 5 88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr WS 100 Yr WS 100 Yr WS 100 Yr 86 Ground 86 Ground 86 Ground 84 Bank Sta Bank Sta Bank Sta 84 84 Elevation (m) Elevation (m) 82 Elevation (m)
82 82 80
78 80 80 500 600 700 800 900 1000 1100 1200 1300 200 400 600 800 1000 1200 200 400 600 800 1000 1200 1400 1600 1800 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 17605 River = Rideau River Reach = Kars to BR RS = 17255 River = Rideau River Reach = Kars to BR RS = 16835
.15 .075 .15 . .01 . .075 . .15 . .02 .15 . .15 .15 . . .15 . .15 90 0 1 1 92 0 0 90 0 0 0 7 5 5 Legend 7 7 Legend 2 7 7 Legend 5 5 5 5 5 88 EG 100 Yr 90 EG 100 Yr 88 EG 100 Yr WS 100 Yr 88 WS 100 Yr WS 100 Yr 86 86 Ground 86 Ground Ground 84 84 Bank Sta Bank Sta Bank Sta 84
Elevation (m) 82 Elevation (m) Elevation (m) 82 82
80 80 80
78 78 78 200 400 600 800 1000 1200 1400 200 400 600 800 1000 1200 1400 1600 1800 2000 400 600 800 1000 1200 1400 1600 1800 2000 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 16475 River = Rideau River Reach = Kars to BR RS = 15855 River = Rideau River Reach = Kars to BR RS = 15755
.15 .02 .075 .15 . .15 .15 .02 .15 . .15 .15 .02 .15 . .15 90 0 90 0 90 0 7 Legend 7 Legend 7 Legend 5 5 5 88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr WS 100 Yr WS 100 Yr WS 100 Yr 86 Ground 86 Ground 86 Ground 84 Bank Sta Bank Sta Bank Sta 84 84 Elevation (m) Elevation (m) 82 Elevation (m)
82 82 80
78 80 80 400 600 800 1000 1200 1400 1600 600 800 1000 1200 1400 1600 400 500 600 700 800 900 1000110012001300 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 15430 River = Rideau River Reach = Kars to BR RS = 15365 River = Rideau River Reach = Kars to BR RS = 15300
.15 .075 .02 .15 .15 .02 .15 .15 .075 .02 .15 92 96 90 Legend Legend Legend 94 90 EG 100 Yr EG 100 Yr EG 100 Yr 92 88 WS 100 Yr WS 100 Yr WS 100 Yr 88 90 86 Ground 88 Ground Ground 86 Bank Sta 86 Bank Sta Bank Sta 84 Elevation (m) Elevation (m) 84 Elevation (m) 84
82 82 82 80 80 78 80 200 400 600 800 1000 1200 400 500 600 700 800 900 1000110012001300 500 600 700 800 900 1000 1100 1200 1300 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 14990 River = Rideau River Reach = Kars to BR RS = 14590 River = Rideau River Reach = Kars to BR RS = 14050
. .075 . .15 . .02 .15 .15 .02 .15 90 1 0 90 1 90 5 2 Legend 5 Legend Legend 88 88 EG 100 Yr EG 100 Yr 88 EG 100 Yr WS 100 Yr WS 100 Yr WS 100 Yr 86 86 Ground Ground 86 Ground 84 Bank Sta Bank Sta Bank Sta 84 84
Elevation (m) Elevation (m) 82 Elevation (m)
82 82 80
80 78 80 0 500 1000 1500 2000 2500 400 600 800 1000 1200 1400 1600 1800 2000 200 400 600 800 1000 1200 1400 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 13635 River = Rideau River Reach = Kars to BR RS = 13155 River = Rideau River Reach = Kars to BR RS = 12665
.15 .02 .15 .15 .02 .075 .15 . .02 .15 90 90 88 1 Legend Legend 5 Legend
88 EG 100 Yr EG 100 Yr EG 100 Yr 88 86 WS 100 Yr WS 100 Yr WS 100 Yr 86 Ground Ground Ground 86 84 Bank Sta Bank Sta Bank Sta 84 Elevation (m) Elevation (m) Elevation (m) 84 82 82
80 82 80 0 200 400 600 800 1000 1200 1400 1600 0 500 1000 1500 2000 400 600 800 1000 1200 1400 1600 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 12210 River = Rideau River Reach = Kars to BR RS = 11895 River = Rideau River Reach = Kars to BR RS = 11665
.15 .02 .15 .15 .02 .15 .15 .02 .15 90 90 90 Legend Legend Legend
88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr WS 100 Yr WS 100 Yr WS 100 Yr 86 Ground 86 Ground 86 Ground Bank Sta Bank Sta Bank Sta 84 84 84 Elevation (m) Elevation (m) Elevation (m)
82 82 82
80 80 80 0 200 400 600 800 1000 1200 1400 1600 200 400 600 800 1000 1200 1400 1600 1800 0 500 1000 1500 2000 2500 3000 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 11315 River = Rideau River Reach = Kars to BR RS = 11065 River = Rideau River Reach = Kars to BR RS = 10885
.15 .02 .15 .15 . .02 .15 .15 . .02 .15 90 90 0 90 0 Legend 7 Legend 7 Legend 5 5 88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr WS 100 Yr 86 WS 100 Yr 86 WS 100 Yr 86 Ground 84 Ground 84 Ground 84 Bank Sta Bank Sta Bank Sta 82 82
Elevation (m) 82 Elevation (m) Elevation (m) 80 80
80 78 78
78 76 76 400 600 800 1000 1200 1400 200 400 600 800 1000 1200 1400 400 600 800 1000 1200 1400 1600 1800 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 10525 River = Rideau River Reach = Kars to BR RS = 10235 River = Rideau River Reach = Kars to BR RS = 10150
.15 .02 .15 .15 .02 .15 .15 .02 .15 90 92 90 Legend Legend Legend
88 EG 100 Yr 90 EG 100 Yr 88 EG 100 Yr WS 100 Yr 88 WS 100 Yr 86 WS 100 Yr 86 Ground 86 Ground 84 Ground 84 Bank Sta Bank Sta Bank Sta 84 82 Elevation (m) Elevation (m) 82 Elevation (m) 82 80
80 80 78
78 78 76 400 600 800 1000 1200 1400 200 400 600 800 1000 1200 1400 0 200 400 600 800 1000 1200 1400 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 10060 River = Rideau River Reach = Kars to BR RS = 9760 River = Rideau River Reach = Kars to BR RS = 9335
.15 .02 .15 .15 . .02 .15 .15 . .02 . 90 90 0 90 0 1 Legend 7 Legend 7 5 Legend 5 5 88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr
86 WS 100 Yr WS 100 Yr WS 100 Yr 86 86 84 Ground Ground Ground 84 84 Bank Sta Bank Sta Bank Sta 82 Elevation (m) Elevation (m) Elevation (m) 82 82 80
78 80 80
76 78 78 0 200 400 600 800 1000 1200 0 200 400 600 800 1000 1200 1400 400 600 800 1000 1200 1400
Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 9015 River = Rideau River Reach = Kars to BR RS = 8635 River = Rideau River Reach = Kars to BR RS = 8405
.15 .02 . .15 .02 .15 .15 .02 .15 90 1 90 90 5 Legend Legend Legend 88 88 EG 100 Yr 88 EG 100 Yr EG 100 Yr 86 WS 100 Yr WS 100 Yr WS 100 Yr 86 86 84 Ground Ground Ground 84 84 82 Bank Sta Bank Sta Bank Sta 80 Elevation (m) 82 Elevation (m) 82 Elevation (m) 78 80 80 76
78 78 74 600 700 800 900 1000 1100 1200 200 400 600 800 1000 1200 1400 0 200 400 600 800 10001200140016001800
Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 7105 River = Rideau River Reach = Kars to BR RS = 6755 River = Rideau River Reach = Kars to BR RS = 6305
.15 .02 .15 .15 .02 . .15 .02 .15 90 90 1 90 Legend 5 Legend Legend 88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr 86 WS 100 Yr 86 WS 100 Yr 86 WS 100 Yr 84 Ground 84 Ground 84 Ground 82 Bank Sta Bank Sta Bank Sta 82 82 80 Elevation (m) Elevation (m) Elevation (m) 80 80 78
76 78 78
74 76 76 600 700 800 900 1000 1100 500 600 700 800 900 1000 1100 400 500 600 700 800 900 1000 1100 1200 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 5855 River = Rideau River Reach = Kars to BR RS = 5525 River = Rideau River Reach = Kars to BR RS = 5065
.15 .02 .075 . .15 .02 .075 . .15 . .02 .15 .075 . 90 1 90 1 90 0 1 5 Legend 5 Legend 7 5 Legend 5 88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr
86 WS 100 Yr 86 WS 100 Yr 86 WS 100 Yr
84 Ground 84 Ground 84 Ground Bank Sta Bank Sta Bank Sta 82 82 82 Elevation (m) Elevation (m) Elevation (m) 80 80 80
78 78 78
76 76 76 500 600 700 800 900 1000 1100 1200 400 500 600 700 800 900 1000 1100 1200 400 600 800 1000 1200 1400
Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 4665 River = Rideau River Reach = Kars to BR RS = 4515 River = Rideau River Reach = Kars to BR RS = 4315
.15 .02 .075 . .15 . .02 . .15 .075 .02 . 90 1 92 0 1 92 1 5 Legend 7 5 Legend 5 Legend 90 5 90 88 EG 100 Yr EG 100 Yr EG 100 Yr 88 88 86 WS 100 Yr WS 100 Yr WS 100 Yr 86 86 84 Ground 84 Ground Ground 84 Bank Sta Bank Sta Bank Sta 82 82 82 Elevation (m) Elevation (m) 80 Elevation (m) 80 78 80 78 76 78 76 74 76 400 500 600 700 800 900 1000 1100 400 500 600 700 800 900 1000 500 600 700 800 900 1000 1100
Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 4025 River = Rideau River Reach = Kars to BR RS = 3775 River = Rideau River Reach = Kars to BR RS = 3525
. .075 .02 . .15 .075 .02 .15 . .02 .15 90 1 1 90 90 1 5 5 Legend Legend 5 Legend 88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr 86 WS 100 Yr 86 WS 100 Yr WS 100 Yr 86 84 Ground 84 Ground Ground 84 Bank Sta Bank Sta Bank Sta 82 82 Elevation (m) Elevation (m) Elevation (m) 82 80 80
78 78 80
76 76 78 650 700 750 800 850 900 950 1000 650 700 750 800 850 900 950 1000 600 700 800 900 1000 1100 1200 1300 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 3255 River = Rideau River Reach = Kars to BR RS = 2855 River = Rideau River Reach = Kars to BR RS = 2605
.15 .02 .15 .15 .02 .15 . .02 .15 90 90 90 1 Legend Legend 5 Legend 88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr
86 WS 100 Yr 86 WS 100 Yr 86 WS 100 Yr
84 Ground 84 Ground 84 Ground Bank Sta Bank Sta Bank Sta 82 82 82 Elevation (m) Elevation (m) Elevation (m) 80 80 80
78 78 78
76 76 76 500 600 700 800 900 1000 1100 1200 600 700 800 900 1000 1100 1200 1300 1400 600 700 800 900 1000 1100 1200 1300 1400
Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 2315 River = Rideau River Reach = Kars to BR RS = 2015 River = Rideau River Reach = Kars to BR RS = 1700
. .02 .15 .15 .02 .15 .15 . . .15 92 1 90 90 0 0 5 Legend Legend 7 2 Legend 90 5 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr 88 WS 100 Yr 86 WS 100 Yr 86 WS 100 Yr 86 Ground 84 Ground 84 Ground 84 Bank Sta Bank Sta Bank Sta 82 82 82 Elevation (m) Elevation (m) Elevation (m) 80 80 80
78 78 78
76 76 76 600 800 1000 1200 1400 1600 1800 400 600 800 1000 1200 1400 1600 0 500 1000 1500 2000 2500
Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 1420 River = Rideau River Reach = Kars to BR RS = 1050 River = Rideau River Reach = Kars to BR RS = 730
.15 .02 .15 .15 .02 .15 .15 ..02 . . .15 90 90 90 0 1 0 Legend Legend 7 5 7 Legend 5 5 88 EG 100 Yr 88 EG 100 Yr 88 EG 100 Yr WS 100 Yr 86 WS 100 Yr 86 WS 100 Yr 86 Ground 84 Ground 84 Ground 84 Bank Sta Bank Sta Bank Sta 82 82 Elevation (m) Elevation (m) 82 Elevation (m) 80 80
80 78 78
78 76 76 600 800 1000 1200 1400 1600 400 600 800 1000 1200 1400 1600 200 400 600 800 1000 1200 1400 1600 1800 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = 290 River = Rideau River Reach = Kars to BR RS = 0 River = Rideau River Reach = Kars to BR RS = -273 .15 .02 .075 .15 .15 .02 . .08 .035 .08 90 90 1 94 Legend 5 Legend Legend 92 88 EG 100 Yr 88 EG 100 Yr EG 100 Yr 90 86 WS 100 Yr WS 100 Yr WS 100 Yr 86 88 84 Ground Ground 86 Ground 84 Bank Sta Bank Sta Bank Sta 82 84 Elevation (m) Elevation (m) Elevation (m) 82 82 80 80 78 80 78 76 78 76 400 500 600 700 800 900 1000 1100 400 500 600 700 800 900 1000 900 950 1000 1050 1100 1150 1200
Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = -278 BR River = Rideau River Reach = Kars to BR RS = -278 BR River = Rideau River Reach = Kars to BR RS = -285
.08 .035 .08 .08 .035 .08 .08 .035 .08 96 96 94 Legend Legend Legend 94 94 92 EG 100 Yr EG 100 Yr EG 100 Yr 92 92 90 90 WS 100 Yr 90 WS 100 Yr WS 100 Yr 88 88 88 Ground Ground 86 Ground 86 86 Bank Sta Bank Sta 84 Bank Sta 84 84
Elevation (m) Elevation (m) Elevation (m) 82 82 82 80 80 80 78 78 78 76 76 76 900 950 1000 1050 1100 1150 1200 900 950 1000 1050 1100 1150 1200 900 950 1000 1050 1100 1150 1200
Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = -565 River = Rideau River Reach = Kars to BR RS = -755 River = Rideau River Reach = Kars to BR RS = -925
.08 .035 .08 .08 .035 . .08 .035 . 90 88 0 90 0 Legend 8 Legend 8 Legend 88 EG 100 Yr 86 EG 100 Yr 88 EG 100 Yr 86 WS 100 Yr WS 100 Yr WS 100 Yr 84 86 84 Ground Ground Ground 82 82 84 Bank Sta Bank Sta Bank Sta 80 Elevation (m) Elevation (m) Elevation (m) 80 82 78 78 80 76
74 76 78 800 900 1000 1100 1200 1300 850 900 950 1000 1050 1100 1150 900 950 1000 1050 1100 1150 1200 Station (m) Station (m) Station (m) River = Rideau River Reach = Kars to BR RS = -1130 River = Rideau River Reach = Kars to BR RS = -1460
.08 .035 .08 .08 .035 .08 90 92 Legend Legend 90 88 EG 100 Yr EG 100 Yr 88 86 WS 100 Yr WS 100 Yr 86 84 Ground Ground 84 Bank Sta Bank Sta 82 82 Elevation (m) Elevation (m) 80 80
78 78
76 76 900 950 1000 1050 1100 1150 1200 900 950 1000 1050 1100 1150 1200 1250 Station (m) Station (m) Table A.1 Manning's n per Cross Section. Cross Section Reach Left Overbank Channel Right Overbank (m) 29822.51 Kars to BR 0.15 0.02 0.15 29605 Kars to BR 0.15 0.02 0.15 29505 Kars to BR 0.15 0.02 0.15 29405 Kars to BR 0.15 0.02 0.15 29275 Kars to BR 0.15 0.02 0.15 28475 Kars to BR 0.15 0.02 0.15 28450 Kars to BR 0.15 0.02 0.15 28405 Kars to BR 0.15 0.02 0.15 28075 Kars to BR 0.15 0.02 0.15 27795 Kars to BR 0.15 0.02 0.15 27465 Kars to BR 0.15 0.02 0.15 27155 Kars to BR 0.15 0.02 0.15 26880 Kars to BR 0.15 0.02 0.15 26530 Kars to BR 0.15 0.02 0.15 26285 Kars to BR 0.15 0.02 0.15 25795 Kars to BR 0.15 0.02 0.15 25355 Kars to BR 0.15 0.02 0.15 25015 Kars to BR 0.15 0.02 0.15 24565 Kars to BR 0.15,0.075,0.15,0.075,0.15 0.01 0.15 24115 Kars to BR 0.15 0.075,0.01,0.075 0.15 23675 Kars to BR 0.15,0.075,0.15 0.01,0.075 0.15 23415 Kars to BR 0.15 0.075,0.01 0.15 23195 Kars to BR 0.15 0.075,0.01 0.15 22945 Kars to BR 0.15 0.01,0.075 0.15 22815 Kars to BR 0.15 0.01,0.075 0.15 22430 Kars to BR 0.15,0.075,0.15,0.075,0.15 0.01 0.15 21945 Kars to BR 0.15,0.075,0.01,0.15 0.01 0.15 21865 Kars to BR 0.15 0.01,0.075,0.01 0.15 21545 Kars to BR 0.15 0.01,0.075,0.01 0.15,0.075,0.15 21395 Kars to BR 0.15 0.075,0.01,0.075 0.15,0.075,0.15 20195 Kars to BR 0.15 0.01,0.075 0.15 19095 Kars to BR 0.15 0.02 0.15 18720 Kars to BR 0.15 0.075,0.02,0.075 0.15 18430 Kars to BR 0.15 0.02,0.075 0.15 18145 Kars to BR 0.15,0.075,0.15 0.01,0.075 0.15 17605 Kars to BR 0.15,0.075,0.15 0.075,0.01 0.15,0.075,0.15 17255 Kars to BR 0.15 0.075,0.02 0.15,0.075,0.15 16835 Kars to BR 0.15 0.02,0.075 0.15,0.075,0.15 16475 Kars to BR 0.15 0.02,0.075 0.15,0.075,0.15 15855 Kars to BR 0.15 0.02 0.15,0.075,0.15 15755 Kars to BR 0.15 0.02 0.15,0.075,0.15 15430 Kars to BR 0.15 0.075,0.02 0.15 15365 Kars to BR 0.15 0.02 0.15 15300 Kars to BR 0.15 0.075,0.02 0.15 14990 Kars to BR 0.15 0.075,0.02 0.15 14590 Kars to BR 0.15 0.02 0.15 14050 Kars to BR 0.15 0.02 0.15 13635 Kars to BR 0.15 0.02 0.15 13155 Kars to BR 0.15 0.02,0.075 0.15 12665 Kars to BR 0.15 0.02 0.15 12210 Kars to BR 0.15 0.02 0.15 11895 Kars to BR 0.15 0.02 0.15 11665 Kars to BR 0.15 0.02 0.15 11315 Kars to BR 0.15 0.02 0.15 11065 Kars to BR 0.15 0.075,0.02 0.15 10885 Kars to BR 0.15 0.075,0.02 0.15 10525 Kars to BR 0.15 0.02 0.15 10235 Kars to BR 0.15 0.02 0.15 10150 Kars to BR 0.15 0.02 0.15 10060 Kars to BR 0.15 0.02 0.15 9760 Kars to BR 0.15 0.075,0.02 0.15 9335 Kars to BR 0.15 0.075,0.02 0.15 9015 Kars to BR 0.15 0.02 0.15 8635 Kars to BR 0.15 0.02 0.15 8405 Kars to BR 0.15 0.02 0.15 7105 Kars to BR 0.15 0.02 0.15 6755 Kars to BR 0.15 0.02 0.15 6305 Kars to BR 0.15 0.02 0.15 5855 Kars to BR 0.15 0.02,0.075 0.15 5525 Kars to BR 0.15 0.02,0.075 0.15 5065 Kars to BR 0.15 0.075,0.02,0.15 0.15,0.075,0.15 4665 Kars to BR 0.15 0.02,0.075 0.15 4515 Kars to BR 0.15 0.075,0.02 0.15 4315 Kars to BR 0.15 0.075,0.02 0.15 4025 Kars to BR 0.15 0.075,0.02 0.15 3775 Kars to BR 0.15 0.075,0.02 0.15 3525 Kars to BR 0.15 0.02 0.15 3255 Kars to BR 0.15 0.02 0.15 2855 Kars to BR 0.15 0.02 0.15 2605 Kars to BR 0.15 0.02 0.15 2315 Kars to BR 0.15 0.02 0.15 2015 Kars to BR 0.15 0.02 0.15 1700 Kars to BR 0.15 0.075,0.02 0.15 1420 Kars to BR 0.15 0.02 0.15 1050 Kars to BR 0.15 0.02 0.15 730 Kars to BR 0.15 0.075,0.02 0.15,0.075,0.15 290 Kars to BR 0.15 0.02,0.075 0.15 0 Kars to BR 0.15 0.02 0.15 ‐273 Kars to BR 0.08 0.035 0.08 ‐285 Kars to BR 0.08 0.035 0.08 ‐565 Kars to BR 0.08 0.035 0.08 ‐755 Kars to BR 0.08 0.035 0.08 ‐925 Kars to BR 0.08 0.035 0.08 ‐1130 Kars to BR 0.08 0.035 0.08 ‐1460 Kars to BR 0.08 0.035 0.08
Appendix B
Field Verification of LIDAR Data
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 27 of 28 E A G R I L E V E V RI E S D R O Y H R N P O O R R B A O D Jock River A D M C B E A N S TR E E T
ET RE ST N AI M E Stevens Creek R D O I O D G AD E OS O A R U NY E V M A AL Cranberry Creek L D L E Y S T D A E R IV D G I A E R V O D 4 E R C S T Y O S N N H E A E O V L LM C E I U A T N D H S E T R R H R E O O G A D A O D A D R RO H RT E O IV ILW R D D S N E V D Allen Creek E T A S O R R
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R H ONTARIO G O W Rideau River 6 1 E C 4 R
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E U G IV N R I R O H D T Y A Y LL R D E O N 1 N A 9 O D D 4 Fig 2u4re B.1 Field Verification of Lidar 4 AD RO P Y Data R NT E OU S C Brassils Creek C O T T S T D Kemptville Creek R Legend W E Y E E T R Survey Data Points H IL L R O 8 A 1 D C D O A B U O U 3 N R 4 T R D Y R A Y T I C T O R N O T R O U S Y U T A O N N D R U C T A O 2 Y H P C 5 I R E D O H D R S A A I 1:125,000 I R G D O T O H R A Projection Note: NAD4 1983 UTM Zone 18N A W 4 ²R G D 8 E 1 A T E A D Y Date Modified: 10/30L/2015 3:33:38 Created by: SNo lan D A 4 S O R 1 R 6 I Base-mapping and GIS services provided courtesy of the Rideau Valley V Y T Conservation Authority, under License with the Ontario Ministry of E N U Natural Resources © Queen's Printer for Ontario, 2013. O C These maps are the property of the RVCA, and the RVCA holds a copyright 0 on them. These 2maps may be copied or reproduced by other parties provided that the RVCDA is properly acknowledged as the original source of the A informatioOn in any document, report or map in which this mapping is used, and pr oRvided that no fee is charged (other than to cover handling charges). WhTileY RVCA makes every effort to ensure that the information presented is sNufficiently accurate for the intended uses of the map, there is an inherent U O margin of error in all mapping products, and the RVCA cannot guarantee the C accuracy of the mapping for all possible uses. All end-users of the 0 0.5 1 2 3 4 5 6 7 8 9 10 information contained herein must therefore determine for themselves if the Kms information is of suitable accuracy for their purposes. Figure B.2 Field Verification of LIDAR Data for the Rideau River from Kars to Burritts Rapids. 100
75 (%)
Spot Heights
50 Probability
Cumulative 25
0 0.1 1 10 100 Discrepancy between LIDAR and Survey (cm) E A D G R N L TIO E TA S S 4 VE G O RT I LA N D H F Y L H I E R P N D O O E R R R Y A B B D P N H D O S T R AR I R N C W C O E N D R E E N RY 3 O A U R F V L NT D I N E O C L W R D IN R M S A D E B E L C O T L Y S R Y O G D E D E D E U W N S L I D R A D L O E 1 E A R R D S Y R T V I R R N D TU V LA L D E E I U EN H N A P A O C E R R E D D D N I LA R IS KE D A R N N C I T Y O F O T T A W A S W O T 2 DS N O D O L G I D W N R D E IN R R B D N D CA R LA CK HE S LO P Kars OL D P R N SO BI VE AR RI H D ST NS TO VE OT ET TE RE S ST ER N OG OsAgI oode R E M E OD RD GO North Gower AD S T HE O S K C P O R H L R O C IV FiguV re B.3 Topography R E E U R N H L C R IN O E A R D D RVCA Boundary Upper-Tier Municipality D W D D R OA EA 3 R 100yr Floodline M KH R Y A C D EN L LO L M N A IN L I K A X E D O TOPOGRAPHY O R F D N W F D D R R S D R D R R E DO 2012IK LiDAR EN D D D LL A R N CA RO R LO E K TH T 2001 Topography (Contours) R R O A D LW C R DI E C R R IE E P E
V 4 E T C E H R V M L A I C I I D R C N G T R D D O E R R S R R R BE Y D N E D O GA E K IC V A N E AC K D T M R S D ER
G D
O R R
R B 1:100,000 E D O R V H L I U L S N G E IT D Projection Note: NAD 1983 UTM Zone 18N A W I A L O N R ²L C G Y A R R G D Created by: SNolan Date Modified: 11/3/2015 2:02:57 D
RD E Base-mapping and GIS services provided courtesy of the Rideau Valley IL Conservation Authority, under License with the Ontario Ministry of RM AI Natural Resources © Queen's Printer for Ontario, 2015. F AD O R S These maps are the property of the RVCA, and the RVCA holds a copyright R O E VE U on them. These maps may be copied or reproduced by other parties provided IV RI T R H U that the RVCA is properly acknowledged as the original source of the M D A G D A Y E O information in any document, report or map in which this mapping is Rused, L L ID D A L R W and provided that no fee is charged (other than to cover handling cNharges). K E D A O N A E L F N R While RVCA makes every effort to ensure that the information pLresented is O O O F H R D R D sufficiently accurate for the intended uses of the map, there Lis an inherent U D R M D T margin of error in all mapping products, and the RVCA cannot guarantee the R IV N N K E E accuracy of the mapping for all possible uses. All end-users of the D E IM PA M B information contained herein must therefore determine for themselves if the E E L R information is of suitable accuracy for their purposes. H L A T Y R T A R E V IS S E
D C R R H D O D O U C LO N N F H E E T H Y R A R R IT R F N A C O E G T O A T E D B U R L N D V 1 D T 9 Y T R O O W A N AD D L O IN Y R 4 T E ED 4 S N Y R N E D KE L A M W S E E O D M M M E A R Kemptville R U K L V D IL R O L D O E N R R D D O A D A RO R D N IN IO RL S MA D ES R C R N C E A O O IV C R T C U O N N T C Y O R E R D D N O R W E D A H R R Bedell D AC Y S T E E T 4 B R R BO 4 H D AB I L C L 8 R O 1 O U A N D D T A Y O D R R R O Y LL A T DE D 3 D N E R 4 B H Burritts Rapids D AD 2 E U C R O 5 D O EA AN R R C B M Y NE K T LI ON N M U CH CO OT L E ESC D S & G R E N V I L L E Table B.1 Field Verification of LIDAR Data (Spot Heights)
Lidar Points 2015 RVCA Field Survey ‐ Rideau River from Kars to Burritts Rapids
Horizontal Veritcal Z |Z| Location ID Z (m) X (m) Y (m) Z (m) Date/Time Field Observations |Z|>0.33m Accuracy (m) Accuracy (m) (m) (cm) spot241 88.996 449543.05 5004889.55 89.07 0.01 0.017 5/26/2015 10:18 ‐0.076 7.6 spot242 88.9299 449547.78 5004880.91 89.02 0.012 0.019 5/26/2015 10:19 ‐0.093 9.3 spot243 88.8908 449552.34 5004872.52 88.94 0.011 0.018 5/26/2015 10:19 ‐0.053 5.3 spot244 88.8072 449557.18 5004863.36 88.89 0.012 0.019 5/26/2015 10:20 ‐0.079 7.9 spot245 88.7789 449562.01 5004854.38 88.85 0.012 0.019 5/26/2015 10:21 ‐0.068 6.8 spot246 88.7521 449566.63 5004845.60 88.80 0.011 0.017 5/26/2015 10:22 ‐0.051 5.1 spot247 88.7501 449570.21 5004838.96 88.78 0.011 0.018 5/26/2015 10:22 ‐0.030 3.0 spot248 88.6449 449574.05 5004831.45 88.74 0.011 0.018 5/26/2015 10:23 ‐0.093 9.3 spot249 88.642 449577.91 5004824.04 88.70 0.012 0.02 5/26/2015 10:23 ‐0.062 6.2 spot250 88.5964 449581.87 5004816.16 88.69 0.012 0.019 5/26/2015 10:24 ‐0.089 8.9 spot251 88.5625 449586.02 5004807.78 88.66 0.011 0.019 5/26/2015 10:24 ‐0.093 9.3 spot252 88.5253 449589.88 5004799.65 88.61 0.011 0.018 5/26/2015 10:25 ‐0.089 8.9 spot253 88.5012 449593.79 5004791.52 88.58 0.012 0.019 5/26/2015 10:25 ‐0.080 8.0 spot254 88.503 449597.95 5004782.74 88.57 0.011 0.019 5/26/2015 10:25 ‐0.063 6.3 spot255 88.4499 449602.01 5004773.96 88.51 0.011 0.018 5/26/2015 10:26 ‐0.061 6.1 spot256 88.3641 449605.95 5004765.37 88.48 0.012 0.019 5/26/2015 10:26 ‐0.116 11.6 spot257 88.3152 449609.81 5004756.94 88.44 0.012 0.02 5/26/2015 10:27 ‐0.126 12.6 spot258 88.2907 449613.83 5004748.25 88.37 0.012 0.019 5/26/2015 10:27 ‐0.082 8.2 spot259 88.2385 449617.75 5004739.28 88.33 0.012 0.02 5/26/2015 10:27 ‐0.087 8.7 spot260 88.1664 449621.57 5004730.62 88.28 0.012 0.02 5/26/2015 10:28 ‐0.109 10.9 spot261 88.1089 449625.50 5004721.77 88.24 0.012 0.019 5/26/2015 10:28 ‐0.131 13.1 spot262 88.1072 449629.05 5004713.30 88.22 0.011 0.018 5/26/2015 10:29 ‐0.108 10.8 spot263 88.0856 449632.47 5004704.66 88.20 0.01 0.017 5/26/2015 10:30 ‐0.114 11.4 spot264 88.1523 449636.10 5004696.30 88.21 0.011 0.018 5/26/2015 10:31 ‐0.056 5.6 spot265 88.1687 449639.56 5004687.58 88.22 0.011 0.018 5/26/2015 10:31 ‐0.046 4.6 spot266 88.1276 449643.07 5004678.86 88.25 0.012 0.02 5/26/2015 10:31 ‐0.118 11.8 spot267 88.1195 449646.43 5004670.34 88.24 0.011 0.019 5/26/2015 10:32 ‐0.117 11.7 spot268 88.104 449649.80 5004661.86 88.23 0.011 0.018 5/26/2015 10:32 ‐0.128 12.8 spot269 88.1371 449653.12 5004653.12 88.24 0.011 0.018 5/26/2015 10:32 ‐0.102 10.2 spot270 88.1405 449656.46 5004644.60 88.26 0.01 0.017 5/26/2015 10:32 ‐0.118 11.8 spot271 88.1192 450759.61 5002171.68 88.15 0.008 0.013 5/26/2015 10:38 ‐0.030 3.0 spot272 88.086 450762.23 5002162.34 88.12 0.011 0.017 5/26/2015 10:39 ‐0.035 3.5 spot273 88.026 450764.79 5002152.03 88.06 0.011 0.018 5/26/2015 10:39 ‐0.032 3.2 spot274 87.9951 450767.01 5002142.84 88.05 0.012 0.019 5/26/2015 10:39 ‐0.056 5.6 spot275 87.9734 450769.30 5002133.86 88.05 0.012 0.02 5/26/2015 10:40 ‐0.081 8.1 spot276 87.9809 450770.78 5002126.22 88.02 0.012 0.02 5/26/2015 10:40 ‐0.038 3.8 spot277 88.0255 450772.26 5002117.91 88.06 0.012 0.02 5/26/2015 10:40 ‐0.033 3.3 spot278 88.0313 450773.96 5002109.34 88.06 0.011 0.018 5/26/2015 10:41 ‐0.033 3.3 spot279 88.0287 450775.70 5002102.31 88.09 0.011 0.018 5/26/2015 10:41 ‐0.058 5.8 spot280 88.0903 450777.30 5002094.90 88.11 0.011 0.018 5/26/2015 10:41 ‐0.015 1.5 spot281 88.0562 450778.86 5002087.19 88.13 0.011 0.018 5/26/2015 10:42 ‐0.077 7.7 spot282 88.1226 450780.63 5002080.01 88.17 0.012 0.019 5/26/2015 10:42 ‐0.042 4.2 spot283 88.1526 450782.21 5002071.48 88.16 0.011 0.018 5/26/2015 10:42 ‐0.003 0.3 spot284 88.1367 450783.16 5002065.05 88.17 0.011 0.018 5/26/2015 10:43 ‐0.033 3.3 spot285 88.1439 450784.18 5002056.24 88.17 0.011 0.019 5/26/2015 10:43 ‐0.027 2.7 spot286 88.1545 450785.43 5002049.51 88.20 0.011 0.019 5/26/2015 10:44 ‐0.040 4.0 spot287 88.1566 450786.47 5002041.40 88.21 0.011 0.019 5/26/2015 10:44 ‐0.051 5.1 spot288 88.2492 450787.91 5002034.06 88.24 0.011 0.019 5/26/2015 10:44 0.005 0.5 spot289 88.2432 450787.89 5002027.29 88.24 0.011 0.018 5/26/2015 10:45 0.007 0.7 spot290 88.2482 450787.62 5002018.66 88.21 0.011 0.018 5/26/2015 10:45 0.039 3.9 spot291 88.2096 450787.34 5002011.58 88.19 0.01 0.019 5/26/2015 10:45 0.019 1.9 spot292 88.1871 450786.83 5002003.17 88.19 0.012 0.019 5/26/2015 10:45 ‐0.004 0.4 spot293 88.2115 450785.20 5001979.88 88.24 0.011 0.02 5/26/2015 10:48 ‐0.025 2.5 spot294 88.2489 450779.92 5001952.86 88.24 0.011 0.02 5/26/2015 10:50 0.011 1.1 spot295 88.3548 450775.33 5001945.21 88.32 0.011 0.019 5/26/2015 10:51 0.033 3.3 spot296 88.3328 450771.90 5001935.93 88.35 0.011 0.019 5/26/2015 10:51 ‐0.013 1.3 spot297 88.3677 450768.99 5001928.46 88.36 0.011 0.02 5/26/2015 10:51 0.005 0.5 spot298 88.3796 450765.44 5001921.23 88.34 0.011 0.02 5/26/2015 10:52 0.042 4.2 spot299 88.3191 450762.00 5001914.87 88.32 0.011 0.019 5/26/2015 10:52 ‐0.005 0.5 spot300 88.3286 450757.12 5001906.34 88.31 0.011 0.019 5/26/2015 10:52 0.015 1.5 spot301 86.8825 449042.39 4999745.59 86.87 0.009 0.017 5/26/2015 11:03 0.009 0.9 spot302 86.8648 449037.03 4999741.27 86.86 0.012 0.02 5/26/2015 11:04 0.009 0.9 spot303 86.8107 449032.00 4999739.21 86.84 0.012 0.02 5/26/2015 11:04 ‐0.033 3.3 spot304 86.8008 449025.93 4999735.37 86.81 0.01 0.018 5/26/2015 11:04 ‐0.007 0.7 spot305 86.8319 449020.95 4999730.25 86.84 0.011 0.019 5/26/2015 11:05 ‐0.005 0.5 spot306 86.9126 449016.14 4999724.22 86.90 0.011 0.019 5/26/2015 11:05 0.013 1.3 spot307 86.9643 449018.13 4999717.80 86.97 0.011 0.019 5/26/2015 11:05 ‐0.006 0.6 spot308 86.9898 449021.36 4999711.88 86.98 0.011 0.018 5/26/2015 11:06 0.015 1.5 spot309 86.9358 449028.77 4999714.68 86.95 0.011 0.019 5/26/2015 11:06 ‐0.010 1.0 spot310 86.9364 449036.65 4999716.94 86.94 0.011 0.018 5/26/2015 11:06 ‐0.008 0.8 spot311 86.9632 449042.81 4999721.79 86.94 0.012 0.018 5/26/2015 11:07 0.025 2.5 spot312 86.8525 449048.96 4999725.95 86.88 0.011 0.019 5/26/2015 11:07 ‐0.029 2.9 spot313 86.8592 449056.83 4999724.83 86.85 0.011 0.018 5/26/2015 11:08 0.009 0.9 spot314 86.8378 449062.12 4999719.69 86.84 0.011 0.019 5/26/2015 11:08 0.002 0.2 spot315 86.8635 449063.64 4999712.59 86.86 0.011 0.019 5/26/2015 11:08 0.008 0.8 spot316 86.9004 449065.28 4999705.99 86.89 0.011 0.019 5/26/2015 11:08 0.007 0.7 spot317 86.8185 449071.11 4999705.88 86.81 0.011 0.019 5/26/2015 11:09 0.007 0.7 spot318 86.7579 449075.80 4999710.79 86.72 0.011 0.019 5/26/2015 11:09 0.035 3.5 spot319 86.7629 449074.40 4999717.34 86.74 0.011 0.02 5/26/2015 11:09 0.023 2.3 spot320 86.7178 449073.26 4999724.05 86.76 0.011 0.02 5/26/2015 11:10 ‐0.041 4.1 spot321 86.7424 449070.85 4999731.65 86.75 0.012 0.019 5/26/2015 11:10 ‐0.005 0.5 spot322 86.7572 449068.47 4999739.05 86.75 0.011 0.018 5/26/2015 11:10 0.006 0.6 spot323 86.7811 449067.43 4999746.51 86.81 0.01 0.019 5/26/2015 11:11 ‐0.030 3.0 spot324 86.8419 449056.88 4999745.42 86.83 0.011 0.019 5/26/2015 11:11 0.008 0.8 spot325 86.9047 449051.06 4999744.53 86.89 0.011 0.019 5/26/2015 11:11 0.018 1.8 spot326 86.9 449049.48 4999736.41 86.91 0.011 0.019 5/26/2015 11:12 ‐0.010 1.0 spot327 86.8813 449041.55 4999733.99 86.90 0.011 0.019 5/26/2015 11:12 ‐0.017 1.7 spot328 86.8527 449034.90 4999731.75 86.87 0.011 0.019 5/26/2015 11:12 ‐0.019 1.9 spot329 86.932 449028.45 4999726.77 86.88 0.01 0.018 5/26/2015 11:12 0.051 5.1 spot330 86.922 449038.28 4999725.31 86.91 0.011 0.019 5/26/2015 11:13 0.008 0.8 spot331 88.34 449242.25 4998985.14 88.36 0.011 0.018 5/26/2015 11:26 ‐0.020 2.0 spot332 88.3414 449245.20 4998976.45 88.36 0.013 0.02 5/26/2015 11:27 ‐0.017 1.7 spot333 88.3615 449248.17 4998967.78 88.37 0.011 0.019 5/26/2015 11:27 ‐0.004 0.4 spot334 88.2988 449250.97 4998959.33 88.33 0.012 0.019 5/26/2015 11:27 ‐0.028 2.8 spot335 88.2349 449253.71 4998950.78 88.28 0.01 0.017 5/26/2015 11:28 ‐0.046 4.6 spot336 88.2127 449256.75 4998942.25 88.22 0.011 0.018 5/26/2015 11:28 ‐0.007 0.7 spot337 88.1518 449259.75 4998932.85 88.15 0.011 0.018 5/26/2015 11:28 0.005 0.5 spot338 88.128 449262.28 4998924.99 88.12 0.011 0.018 5/26/2015 11:28 0.007 0.7 spot339 88.047 449264.97 4998916.74 88.10 0.011 0.018 5/26/2015 11:29 ‐0.057 5.7 spot340 88.0492 449267.39 4998909.42 88.09 0.01 0.017 5/26/2015 11:29 ‐0.037 3.7 spot341 88.062 449270.18 4998900.99 88.05 0.01 0.017 5/26/2015 11:29 0.014 1.4 spot342 88.0456 449272.90 4998892.47 88.04 0.011 0.017 5/26/2015 11:30 0.009 0.9 spot343 88.0596 449275.48 4998884.65 88.05 0.01 0.017 5/26/2015 11:30 0.015 1.5 spot344 88.0422 449278.21 4998876.58 88.07 0.01 0.016 5/26/2015 11:30 ‐0.024 2.4 spot345 88.0666 449280.60 4998869.01 88.10 0.01 0.017 5/26/2015 11:31 ‐0.029 2.9 spot346 88.0995 449282.92 4998861.51 88.10 0.01 0.016 5/26/2015 11:31 0.002 0.2 spot347 88.1742 449285.42 4998854.11 88.18 0.012 0.019 5/26/2015 11:31 ‐0.009 0.9 spot348 88.1595 449287.82 4998846.55 88.21 0.011 0.018 5/26/2015 11:31 ‐0.046 4.6 spot349 88.1926 449290.32 4998838.85 88.23 0.012 0.019 5/26/2015 11:32 ‐0.034 3.4 spot350 88.2106 449293.06 4998830.79 88.28 0.01 0.016 5/26/2015 11:32 ‐0.067 6.7 spot351 87.7812 450964.02 4994940.29 87.75 0.009 0.014 5/26/2015 11:40 0.032 3.2 spot352 87.7506 450956.05 4994935.74 87.74 0.01 0.016 5/26/2015 11:40 0.007 0.7 spot353 87.7888 450947.59 4994930.78 87.76 0.012 0.02 5/26/2015 11:41 0.028 2.8 spot354 87.8028 450938.95 4994925.84 87.78 0.012 0.02 5/26/2015 11:41 0.026 2.6 spot355 87.7608 450929.88 4994920.83 87.77 0.011 0.019 5/26/2015 11:42 ‐0.011 1.1 spot356 87.7865 450921.58 4994916.08 87.77 0.014 0.019 5/26/2015 11:42 0.017 1.7 spot357 87.7289 450913.15 4994911.38 87.73 0.012 0.019 5/26/2015 11:42 ‐0.002 0.2 spot358 87.7902 450903.77 4994905.90 87.74 0.01 0.018 5/26/2015 11:43 0.048 4.8 spot359 87.774 450896.46 4994901.92 87.73 0.011 0.018 5/26/2015 11:43 0.040 4.0 spot360 87.7724 450889.35 4994897.63 87.74 0.014 0.019 5/26/2015 11:44 0.028 2.8 spot361 87.7673 450881.63 4994893.44 87.77 0.012 0.02 5/26/2015 11:44 0.001 0.1 spot362 87.7906 450872.51 4994888.24 87.80 0.012 0.02 5/26/2015 11:45 ‐0.010 1.0 spot363 87.783 450865.09 4994883.82 87.79 0.013 0.02 5/26/2015 11:47 ‐0.006 0.6 spot364 87.768 450856.96 4994879.42 87.78 0.012 0.02 5/26/2015 11:49 ‐0.016 1.6 spot365 87.6116 450769.78 4994829.60 87.61 0.012 0.02 5/26/2015 11:55 0.007 0.7 spot366 87.5792 450756.53 4994822.09 87.57 0.012 0.02 5/26/2015 11:55 0.010 1.0 spot367 87.5135 450749.86 4994818.41 87.55 0.012 0.02 5/26/2015 11:56 ‐0.032 3.2 spot368 87.571 450742.97 4994814.48 87.52 0.012 0.02 5/26/2015 11:56 0.050 5.0 spot369 87.5689 450735.41 4994809.85 87.54 0.012 0.02 5/26/2015 11:57 0.032 3.2 spot370 87.5371 450725.78 4994804.61 87.54 0.012 0.02 5/26/2015 11:58 0.002 0.2 spot371 87.9 449144.58 4991591.63 87.92 0.006 0.011 5/26/2015 12:06 ‐0.015 1.5 spot372 87.8635 449149.83 4991599.50 87.88 0.007 0.011 5/26/2015 12:06 ‐0.019 1.9 spot373 87.8522 449154.85 4991607.36 87.86 0.007 0.011 5/26/2015 12:06 ‐0.008 0.8 spot374 87.8436 449159.79 4991615.56 87.84 0.007 0.012 5/26/2015 12:06 0.007 0.7 spot375 87.7824 449164.18 4991623.78 87.80 0.007 0.012 5/26/2015 12:07 ‐0.016 1.6 spot376 87.8092 449168.13 4991632.07 87.79 0.008 0.013 5/26/2015 12:07 0.017 1.7 spot377 87.7891 449171.76 4991639.76 87.82 0.008 0.014 5/26/2015 12:07 ‐0.034 3.4 spot378 87.8129 449175.10 4991648.28 87.82 0.009 0.015 5/26/2015 12:07 ‐0.005 0.5 spot379 87.7625 449178.30 4991657.15 87.77 0.009 0.015 5/26/2015 12:08 ‐0.011 1.1 spot380 87.7592 449181.67 4991665.99 87.75 0.009 0.015 5/26/2015 12:08 0.005 0.5 spot381 87.6943 449184.61 4991674.62 87.70 0.009 0.015 5/26/2015 12:08 ‐0.005 0.5 spot382 87.6795 449187.67 4991682.23 87.68 0.009 0.016 5/26/2015 12:08 0.002 0.2 spot383 87.6339 449188.80 4991691.60 87.70 0.009 0.016 5/26/2015 12:09 ‐0.069 6.9 spot384 87.6547 449192.28 4991701.52 87.66 0.01 0.016 5/26/2015 12:09 ‐0.007 0.7 spot385 87.4917 449196.86 4991711.62 87.57 0.01 0.017 5/26/2015 12:09 ‐0.076 7.6 spot386 87.5382 449198.90 4991719.02 87.59 0.01 0.017 5/26/2015 12:10 ‐0.047 4.7 spot387 87.522 449201.64 4991727.62 87.56 0.01 0.017 5/26/2015 12:10 ‐0.040 4.0 spot388 87.5365 449204.89 4991735.93 87.56 0.011 0.018 5/26/2015 12:10 ‐0.023 2.3 spot389 87.4791 449207.63 4991744.07 87.56 0.011 0.019 5/26/2015 12:11 ‐0.085 8.5 spot390 87.5523 449210.36 4991751.71 87.58 0.012 0.018 5/26/2015 12:11 ‐0.027 2.7 spot391 87.5382 449213.49 4991759.75 87.56 0.011 0.018 5/26/2015 12:12 ‐0.021 2.1 spot392 87.5179 449216.14 4991768.61 87.53 0.011 0.019 5/26/2015 12:13 ‐0.010 1.0 spot393 87.4604 449219.34 4991775.97 87.49 0.011 0.018 5/26/2015 12:13 ‐0.033 3.3 spot394 87.4264 449222.35 4991783.58 87.44 0.011 0.018 5/26/2015 12:13 ‐0.017 1.7 spot395 87.4007 449224.49 4991791.75 87.45 0.01 0.018 5/26/2015 12:14 ‐0.044 4.4 spot396 87.4315 449226.74 4991797.51 87.43 0.013 0.019 5/26/2015 12:14 ‐0.002 0.2 spot397 87.4856 449229.80 4991805.77 87.44 0.011 0.019 5/26/2015 12:14 0.043 4.3 spot398 87.4556 449232.56 4991813.06 87.46 0.011 0.019 5/26/2015 12:14 0.001 0.1 spot399 87.4087 449235.25 4991820.71 87.41 0.011 0.02 5/26/2015 12:15 0.003 0.3 spot400 87.3852 449238.18 4991829.57 87.44 0.011 0.019 5/26/2015 12:15 ‐0.051 5.1 spot401 87.9909 448759.17 4990900.44 87.94 0.009 0.014 5/26/2015 12:45 0.052 5.2 spot402 87.9876 448750.91 4990896.06 87.91 0.012 0.019 5/26/2015 12:45 0.078 7.8 spot403 87.8529 448743.19 4990891.90 87.85 0.009 0.018 5/26/2015 12:45 ‐0.001 0.1 spot404 87.8833 448735.23 4990887.15 87.83 0.012 0.02 5/26/2015 12:46 0.056 5.6 spot405 87.8648 448727.09 4990882.80 87.78 0.012 0.019 5/26/2015 12:46 0.083 8.3 spot406 87.7928 448719.06 4990878.18 87.74 0.012 0.02 5/26/2015 12:46 0.053 5.3 spot407 87.7403 448709.41 4990872.90 87.69 0.012 0.02 5/26/2015 12:47 0.048 4.8 spot408 87.7229 448701.51 4990868.59 87.66 0.011 0.018 5/26/2015 12:47 0.062 6.2 spot409 87.7209 448694.73 4990864.81 87.65 0.012 0.019 5/26/2015 12:48 0.076 7.6 spot410 87.6894 448688.09 4990861.22 87.63 0.012 0.018 5/26/2015 12:48 0.058 5.8 spot411 87.7173 448681.26 4990857.44 87.65 0.01 0.018 5/26/2015 12:49 0.068 6.8 spot412 87.7362 448674.10 4990853.57 87.64 0.01 0.018 5/26/2015 12:49 0.096 9.6 spot413 87.6904 448666.66 4990849.27 87.64 0.01 0.018 5/26/2015 12:49 0.047 4.7 spot414 87.7289 448659.06 4990844.95 87.65 0.011 0.019 5/26/2015 12:49 0.079 7.9 spot415 87.7476 448651.14 4990840.67 87.68 0.01 0.019 5/26/2015 12:50 0.068 6.8 spot416 87.7063 448643.07 4990836.19 87.66 0.011 0.019 5/26/2015 12:50 0.042 4.2 spot417 87.7616 448635.03 4990831.68 87.69 0.011 0.019 5/26/2015 12:51 0.071 7.1 spot418 87.7425 448627.95 4990827.74 87.71 0.01 0.019 5/26/2015 12:51 0.030 3.0 spot419 87.7591 448620.70 4990823.78 87.71 0.01 0.019 5/26/2015 12:51 0.053 5.3 spot420 87.7489 448613.70 4990819.94 87.70 0.01 0.018 5/26/2015 12:52 0.050 5.0 spot421 92.585 438519.40 4982014.24 92.53 0.012 0.02 5/26/2015 13:14 0.052 5.2 spot422 92.5562 438509.11 4982010.12 92.50 0.012 0.02 5/26/2015 13:17 0.058 5.8 spot423 92.5389 438500.73 4982006.50 92.45 0.013 0.02 5/26/2015 13:18 0.089 8.9 spot424 92.5332 438493.26 4982003.25 92.46 0.013 0.019 5/26/2015 13:18 0.069 6.9 spot425 92.5906 438484.91 4981999.72 92.47 0.012 0.018 5/26/2015 13:19 0.124 12.4 spot426 92.5709 438476.98 4981996.23 92.50 0.012 0.019 5/26/2015 13:19 0.075 7.5 spot427 92.5871 438468.50 4981992.21 92.53 0.013 0.02 5/26/2015 13:23 0.059 5.9 spot428 92.5751 438459.58 4981988.44 92.49 0.013 0.02 5/26/2015 13:24 0.090 9.0 spot429 92.5622 438449.58 4981984.00 92.47 0.012 0.02 5/26/2015 13:26 0.090 9.0 spot430 92.6033 438440.50 4981980.10 92.49 0.012 0.02 5/26/2015 13:26 0.109 10.9 spot431 92.6199 438432.21 4981976.54 92.53 0.012 0.02 5/26/2015 13:27 0.088 8.8 spot432 92.6485 438423.77 4981972.91 92.57 0.012 0.02 5/26/2015 13:28 0.079 7.9 spot433 92.6648 438414.19 4981968.82 92.59 0.012 0.02 5/26/2015 13:28 0.074 7.4 spot434 92.6885 438405.87 4981965.21 92.59 0.012 0.019 5/26/2015 13:29 0.096 9.6 spot435 92.647 438398.09 4981961.76 92.58 0.012 0.02 5/26/2015 13:29 0.065 6.5 spot436 92.6121 438389.51 4981958.18 92.55 0.012 0.019 5/26/2015 13:30 0.058 5.8 spot437 92.5803 438380.57 4981953.97 92.52 0.012 0.02 5/26/2015 13:30 0.058 5.8 spot438 92.5965 438372.21 4981950.39 92.50 0.012 0.02 5/26/2015 13:30 0.101 10.1 spot439 92.5382 438363.81 4981946.89 92.43 0.012 0.02 5/26/2015 13:31 0.111 11.1 spot440 92.3878 438355.72 4981943.56 92.31 0.012 0.02 5/26/2015 13:31 0.077 7.7 spot441 92.2377 438346.10 4981939.49 92.15 0.013 0.02 5/26/2015 13:32 0.087 8.7 spot442 92.0895 438337.02 4981935.48 91.98 0.013 0.02 5/26/2015 13:32 0.111 11.1 spot443 91.9763 438329.24 4981932.10 91.85 0.013 0.02 5/26/2015 13:32 0.124 12.4 spot444 91.858 438321.45 4981928.78 91.77 0.013 0.02 5/26/2015 13:33 0.088 8.8 spot445 91.8034 438313.33 4981925.12 91.71 0.013 0.02 5/26/2015 13:33 0.098 9.8 spot446 91.7514 438304.51 4981921.40 91.69 0.013 0.02 5/26/2015 13:34 0.060 6.0 spot447 91.8226 438296.27 4981917.95 91.70 0.01 0.02 5/26/2015 13:35 0.120 12.0 spot448 91.8458 438287.28 4981913.92 91.70 0.01 0.02 5/26/2015 13:36 0.142 14.2 spot449 91.8524 438278.63 4981910.31 91.72 0.01 0.02 5/26/2015 13:37 0.137 13.7 spot450 91.8263 438269.88 4981906.73 91.75 0.012 0.02 5/26/2015 13:37 0.073 7.3 spot451 91.6722 437773.64 4981131.92 91.66 0.012 0.02 5/26/2015 13:56 0.011 1.1 spot452 91.6073 437956.66 4981220.44 91.68 0.006 0.013 5/26/2015 14:03 ‐0.070 7.0 spot453 91.8651 437996.54 4981240.40 91.89 0.01 0.019 5/26/2015 14:07 ‐0.024 2.4 spot454 91.9142 438003.33 4981243.71 91.93 0.01 0.018 5/26/2015 14:08 ‐0.019 1.9 spot455 92.1144 441010.37 4983695.65 92.08 0.011 0.018 5/26/2015 14:20 0.034 3.4 spot456 92.1222 441016.09 4983701.51 92.09 0.011 0.019 5/26/2015 14:20 0.033 3.3 spot457 92.1673 441021.92 4983706.84 92.09 0.011 0.019 5/26/2015 14:20 0.077 7.7 spot458 92.1879 441028.42 4983712.87 92.09 0.01 0.018 5/26/2015 14:21 0.096 9.6 spot459 92.1814 441034.34 4983718.86 92.12 0.01 0.017 5/26/2015 14:21 0.064 6.4 spot460 92.1925 441042.35 4983726.59 92.07 0.01 0.018 5/26/2015 14:22 0.120 12.0 spot461 92.1852 441048.88 4983732.93 92.07 0.011 0.019 5/26/2015 14:22 0.113 11.3 spot462 92.148 441054.87 4983738.76 92.08 0.011 0.019 5/26/2015 14:22 0.073 7.3 spot463 92.1159 441060.80 4983744.40 92.07 0.011 0.019 5/26/2015 14:23 0.050 5.0 spot464 92.1247 441066.22 4983749.61 92.09 0.011 0.019 5/26/2015 14:23 0.034 3.4 spot465 92.208 441072.18 4983755.64 92.10 0.011 0.019 5/26/2015 14:23 0.108 10.8 spot466 92.1562 441078.85 4983761.93 92.12 0.011 0.019 5/26/2015 14:24 0.038 3.8 spot467 92.1955 441085.11 4983768.13 92.14 0.011 0.018 5/26/2015 14:24 0.057 5.7 spot468 92.1349 441090.95 4983773.50 92.13 0.011 0.018 5/26/2015 14:24 0.004 0.4 spot469 92.1792 441097.15 4983779.46 92.10 0.011 0.018 5/26/2015 14:25 0.080 8.0 spot470 92.1059 441104.31 4983786.46 92.09 0.011 0.018 5/26/2015 14:25 0.016 1.6 spot471 92.1013 441111.14 4983793.22 92.09 0.011 0.018 5/26/2015 14:25 0.007 0.7 spot472 92.1482 441117.39 4983799.20 92.10 0.011 0.018 5/26/2015 14:26 0.045 4.5 spot473 92.1605 441124.75 4983806.29 92.11 0.011 0.018 5/26/2015 14:27 0.046 4.6 spot474 92.1918 441130.53 4983811.87 92.14 0.011 0.018 5/26/2015 14:27 0.055 5.5 spot475 92.2516 441136.49 4983817.57 92.14 0.011 0.018 5/26/2015 14:27 0.117 11.7 spot476 92.2383 441142.57 4983823.53 92.15 0.011 0.018 5/26/2015 14:27 0.089 8.9 spot477 92.243 441148.85 4983829.58 92.18 0.011 0.018 5/26/2015 14:28 0.062 6.2 spot478 92.1934 441154.61 4983835.12 92.20 0.011 0.019 5/26/2015 14:28 ‐0.011 1.1 spot479 92.2529 441160.76 4983841.05 92.23 0.011 0.019 5/26/2015 14:29 0.028 2.8 spot480 92.2845 441166.71 4983846.65 92.27 0.012 0.02 5/26/2015 14:31 0.018 1.8 spot481 88.2031 446086.01 4987999.99 88.14 0.011 0.016 5/26/2015 14:41 0.067 6.7 spot482 88.0878 446078.97 4988007.54 87.98 0.013 0.019 5/26/2015 14:42 0.105 10.5 spot483 87.9136 446074.39 4988014.10 87.84 0.013 0.019 5/26/2015 14:42 0.079 7.9 spot484 87.8753 446069.02 4988021.06 87.72 0.012 0.018 5/26/2015 14:43 0.152 15.2 spot485 87.7664 446063.53 4988028.47 87.67 0.012 0.018 5/26/2015 14:43 0.098 9.8 spot486 87.7425 446058.10 4988035.69 87.66 0.011 0.017 5/26/2015 14:43 0.084 8.4 spot487 87.6359 446052.36 4988042.15 87.57 0.014 0.02 5/26/2015 14:44 0.068 6.8 spot488 87.5151 446045.95 4988048.44 87.45 0.013 0.02 5/26/2015 14:44 0.066 6.6 spot489 87.4801 446040.54 4988054.43 87.39 0.012 0.019 5/26/2015 14:44 0.087 8.7 spot490 87.4761 446035.19 4988060.70 87.37 0.013 0.02 5/26/2015 14:45 0.105 10.5 spot491 87.4609 446029.62 4988067.69 87.37 0.013 0.019 5/26/2015 14:45 0.091 9.1 spot492 87.4705 446024.10 4988074.63 87.37 0.014 0.019 5/26/2015 14:45 0.097 9.7 spot493 87.5362 446019.09 4988081.29 87.44 0.013 0.019 5/26/2015 14:46 0.099 9.9 spot494 87.5631 446013.73 4988088.29 87.47 0.013 0.018 5/26/2015 14:46 0.095 9.5 spot495 87.6198 446008.52 4988095.09 87.51 0.011 0.017 5/26/2015 14:46 0.106 10.6 spot496 87.6414 446003.75 4988101.40 87.54 0.011 0.016 5/26/2015 14:46 0.099 9.9 spot497 87.675 445998.90 4988107.64 87.55 0.011 0.015 5/26/2015 14:46 0.126 12.6 spot498 87.6391 445994.11 4988114.00 87.55 0.012 0.016 5/26/2015 14:47 0.089 8.9 spot499 87.5919 445989.17 4988120.55 87.59 0.013 0.017 5/26/2015 14:47 0.000 0.0 spot500 87.5205 445984.26 4988126.85 87.53 0.011 0.018 5/26/2015 14:47 ‐0.007 0.7 spot501 88.511 445790.90 4988381.82 88.51 0.01 0.016 5/26/2015 14:53 ‐0.001 0.1 spot502 88.4672 445790.50 4988373.98 88.42 0.012 0.018 5/26/2015 14:53 0.044 4.4 spot503 88.6402 445797.19 4988368.31 88.59 0.01 0.016 5/26/2015 14:54 0.055 5.5 spot504 88.9026 445803.95 4988366.34 88.85 0.011 0.017 5/26/2015 14:54 0.051 5.1 spot505 89.1093 445808.45 4988359.66 89.05 0.012 0.018 5/26/2015 14:54 0.064 6.4 spot506 89.3421 445813.72 4988352.67 89.27 0.012 0.018 5/26/2015 14:55 0.071 7.1 spot507 89.5764 445818.37 4988345.61 89.50 0.012 0.02 5/26/2015 14:55 0.077 7.7 spot508 89.7432 445823.29 4988338.86 89.70 0.012 0.02 5/26/2015 14:57 0.043 4.3 spot509 89.7481 445838.94 4988318.02 89.66 0.012 0.02 5/26/2015 14:58 0.084 8.4 spot510 89.5801 445844.13 4988311.10 89.55 0.012 0.019 5/26/2015 14:59 0.026 2.6 spot511 86.8322 449344.66 4989795.40 86.75 0.008 0.015 5/26/2015 15:16 0.085 8.5 spot512 86.7861 449352.39 4989801.81 86.73 0.013 0.02 5/26/2015 15:18 0.060 6.0 spot513 86.753 449357.33 4989805.89 86.70 0.01 0.02 5/26/2015 15:19 0.053 5.3 spot514 86.6994 449364.57 4989812.27 86.65 0.009 0.017 5/26/2015 15:20 0.049 4.9 spot515 86.6487 449370.24 4989816.88 86.63 0.011 0.019 5/26/2015 15:20 0.019 1.9 spot516 86.692 449376.51 4989822.17 86.62 0.009 0.016 5/26/2015 15:20 0.069 6.9 spot517 86.6852 449382.50 4989827.28 86.63 0.009 0.018 5/26/2015 15:21 0.055 5.5 spot518 86.6474 449389.12 4989832.62 86.59 0.01 0.015 5/26/2015 15:21 0.057 5.7 spot519 86.63 449395.32 4989837.84 86.54 0.009 0.017 5/26/2015 15:22 0.087 8.7 spot520 86.5656 449401.83 4989843.20 86.50 0.009 0.017 5/26/2015 15:22 0.064 6.4 spot521 86.5804 449408.23 4989848.17 86.51 0.009 0.018 5/26/2015 15:22 0.071 7.1 spot522 86.5839 449414.14 4989853.22 86.52 0.009 0.017 5/26/2015 15:24 0.067 6.7 spot523 86.601 449420.47 4989858.35 86.51 0.008 0.016 5/26/2015 15:27 0.088 8.8 spot524 86.5659 449427.43 4989863.61 86.50 0.009 0.018 5/26/2015 15:27 0.062 6.2 spot525 86.5263 449433.91 4989868.28 86.53 0.011 0.016 5/26/2015 15:28 ‐0.004 0.4 spot526 86.6832 449409.10 4989866.16 86.59 0.013 0.019 5/26/2015 15:29 0.098 9.8 spot527 89.8716 450353.51 4992245.96 89.82 0.007 0.01 5/26/2015 15:36 0.051 5.1 spot528 89.7696 450358.79 4992241.17 89.77 0.012 0.017 5/26/2015 15:36 ‐0.004 0.4 spot529 89.811 450362.51 4992236.54 89.76 0.012 0.017 5/26/2015 15:36 0.055 5.5 spot530 89.7634 450368.48 4992231.91 89.78 0.011 0.016 5/26/2015 15:37 ‐0.018 1.8 spot531 89.8342 450375.00 4992232.94 89.80 0.012 0.018 5/26/2015 15:37 0.037 3.7 spot532 89.8102 450380.45 4992238.16 89.84 0.012 0.019 5/26/2015 15:37 ‐0.030 3.0 spot533 89.9448 450383.09 4992244.06 89.93 0.013 0.019 5/26/2015 15:38 0.012 1.2 spot534 89.9315 450378.48 4992249.64 89.93 0.012 0.018 5/26/2015 15:38 0.004 0.4 spot535 89.9093 450373.54 4992254.65 89.94 0.012 0.018 5/26/2015 15:38 ‐0.032 3.2 spot536 89.9779 450368.57 4992259.41 90.00 0.012 0.019 5/26/2015 15:39 ‐0.017 1.7 spot537 90.0733 450362.85 4992264.79 90.05 0.012 0.019 5/26/2015 15:39 0.019 1.9 spot538 90.1164 450354.99 4992266.79 90.08 0.01 0.017 5/26/2015 15:39 0.035 3.5 spot539 89.9413 450350.64 4992260.09 89.96 0.013 0.018 5/26/2015 15:39 ‐0.021 2.1 spot540 89.8796 450350.11 4992251.61 89.89 0.013 0.018 5/26/2015 15:40 ‐0.005 0.5 Mean Z : 4.9 Median Z : 4.5 0 yes out of 300 Max Z : 15.2 spot elevations Min Z : 0.0
Appendix C
Buildings and Islands in Floodplain – RVCA Policy
RideauMapping(KarsToBR).docx 7/18/2017 3:17:05 PM Page 28 of 28 Ferdous Ahmed
From: Ewan Hardie Sent: Wednesday, June 29, 2016 10:35 AM To: Ferdous Ahmed Subject: Buildings in the Floodplain Guidelines
Hi Ferdous, As discussed at recent meetings please consider the following guidelines when undertaking floodplain mapping projects
Effective June 13th 2016, when plotting floodlines RVCA staff will use the following guidelines in order to apply a conservative approach to the delineation of the regulatory floodplain, specifically in areas that have buildings that are in the floodplain or affected by the floodplain: 1. Include any buildings in the floodplain that have any part of the footprint touching the floodplain. This is done to be conservative based on the lack of knowledge on the conditions around the buildings: soil conditions, window wells, walk out doors, building egress are all not known at the time of a floodplain mapping study so it is wise to adopt a conservative approach and include building footprints in the floodplain. 2. With regards to dry islands in and around buildings, islands will be removed if they did not meet the minimum mapping unit acceptable for the data. An envelope of 2 metres around building footprints is to be considered. If the floodplain comes close to or is in this 2m building envelope the entire envelope should be included in the floodplain. This approach is also consistent with the above approach (building footprints) in that the lack of knowledge of the conditions around the building forces the uses of a conservative approach, which is to remove the islands 3. In cases where a building has been included in the floodplain (because of the above criteria), the adjacent building will need to be included in the floodplain as well because of a lack of data in between the buildings and/or the 2m building envelope rule. 4. In the case of townhome or connected type buildings and the floodplain touching the foundations, the building footprint should be included up to the next visible unit partition where the elevation changes
Thanks
Ewan Hardie ______Director Watershed Science and Engineering Services Rideau Valley Conservation Authority [email protected] Tel: 613 692‐3571 ext 1130 Fax: 613 692‐0334
Rideau Valley Conservation Authority 3889 Rideau Valley Drive, Manotick, ON K4M 1A5 www.rvca.ca
This message may contain information that is privileged or confidential and is intended to be for the use of the individual(s) or entity named above. This material may contain confidential or personal information which may be subject to the provisions of the Municipal Freedom of Information & Protection of Privacy Act.
1 Ferdous Ahmed
From: Ewan Hardie Sent: Thursday, July 6, 2017 5:12 PM To: Ferdous Ahmed Cc: Brian Stratton Subject: Floodplain delineation guidance
Good Afternoon Ferdous,
As discussed here is the documentation of the guidance that was given to RVCA staff when it comes to plotting floodlines using LiDAR data for this most recent project.
Guidance:
When delineating the regulatory flood water levels, RVCA staff will follow a precautionary principle to include island areas in the floodplain that are up to 1000 square metres.
Ewan Hardie ______Director Watershed Science and Engineering Services Rideau Valley Conservation Authority [email protected] Tel: 613 692‐3571 ext 1130 Fax: 613 692‐0334
Rideau Valley Conservation Authority 3889 Rideau Valley Drive, Manotick, ON K4M 1A5 www.rvca.ca
This message may contain information that is privileged or confidential and is intended to be for the use of the individual(s) or entity named above. This material may contain confidential or personal information which may be subject to the provisions of the Municipal Freedom of Information & Protection of Privacy Act.
If you are not the intended recipient of this e-mail, any use, review, revision, retransmission, distribution, dissemination, copying, printing or otherwise use of, or taking of any action in reliance upon this e-mail, is strictly prohibited. If you have received this e-mail in error, please contact the sender and delete the original and any copy of the e-mail and any printout thereof, immediately. Your cooperation is appreciated.
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