12/14/06 Table 2.1 NANRICH WATER MANAGEMENT CONSULTANTS LTD STATION ANALYSIS. Station Name MATTHEW CREEK ABV DIVERSIONS Station No.

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2 Table 1.2

3 12/14/06 Table 2.1 NANRICH WATER MANAGEMENT CONSULTANTS LTD STATION ANALYSIS Station Name MATTHEW CREEK ABV DIVERSIONS Station No. 08NG086 YEAR 2006 STAGE RECORD: Type of Gauge, Automatic X Logger X Transducer Float Pressure Real Time Manual DCP, Logger,Etc. Manual Handar H-350 A-35 Mano DCP St. Ga. Sutron Accubar Amasser Winnipeg Telemark WWG Valcom X Tavis X Vise Hydrologiq Celluar RP Other Other Other Other Other Other Logger/Pen referenced to: I.G. O.G. W.L. X Other Chart scale: N/A GAUGE CORRECTIONS: Number of level checks: 2 Gauge corrections not required Gauge corrections required as per form R238 Sensor reset required as per attached form X ICE CONDITIONS: N/A MISSING RECORD And EXPLANATIONS: N/A MAX. INST. Q.= 33.2 m³/s at 21:00 MST; on: May 20 at gauge height MAX. INST. G.H.= m at MST; on: (Logger) MIN.DAILY G.H.= m at : MST; on: Apr 01 DISCHARGE MEASUREMENTS: Number of open water measurements: 6 Number of measurements under ice conditions: Number of measurements not within 5%: See remarks page for explanations: STAGE DISCHARGE RELATIONSHIP: Type of Control: Natural X Artificial Controlled Other Previous year: 2005 (last table used) Table No 28 from Apr 11 to Oct 04 Cause of shift This year: 2006 Table No. 28 from Apr 09 to May 20 High water changed control Table No. 29 from May 21 to Oct 02 Table No. from to Shift Corrections Required: N/A See Attached Form R238 (SHIFT) Climate Station used for estimating data: For comparison purposes hydrograph with: Cranbrook Mark Creek at the Mouth, Mark Creek at Kimberley REMARKS: SEE ATTACHED REMARKS PAGE: Prepared by: Lopaschuk Date 12/14/06 Checked by: N. Lopaschuk Date 12/14/06 NWMC R242/98 Approved by: Date

4 NANRICH WATERMANAGEMENT CONSULTANTS LTD GAUGE HISTORY Table 2.2 Station Name : MATTHEW CREEK ABV DIVERSIONS Station No. 08NG086 Bench Marks : B.M.7 Elev m BM plug 35m US of shelter near water level on LB B.M.8 Elev m Destroyed B.M.9 Elev 2.788m Point of Bedrock painted orange 25m US on LB Elevation of Gauge Datum : Assumed Date Bench Mark Elevations / Gauge Corrections Remarks B.M. B.M. B.M * Sep May * Oct * 2000 Apr * Nov * 2001 May * Oct * 2002 May * Nov * 2003 May * Nov * 2004 May * Sep * 2005 Apr * Oct * 2006 Apr * Oct * 2007 NWMCR-237 (Dec98) Metric * Origin of level run, Holding BM

5 Station no: E MATTHEW CREEK ABV DIVERSIONS Table 2.3 Logger Corrections Table 2006 Date/Time GC. S Remarks Apr 9/06 0 N/Adj May 2/ N/Adj Jun 14/ N/Adj Jul 11/ N/Adj Aug 9/ Adj Oct 02/ N/Adj Prepared by: Lopaschuk Date: Oct 16/06 Checked by: N. Lopaschuk Date: Oct 16/06 Approved by: Date:

6 12/14/06 NANRICH WATER MANAGEMENT CONSULTANTS LTD. Table 2.4 DISCHARGE MEASUREMENTS Station Name: MATTHEW CREEK ABV DIVERSIONS Station No. E For the year 2006 Date Measurement Temp / C Width Area M. Vel Gauge Ht. Disch. Stage / Disch. Table # 28 Stage / Disch. Table # 29 Remarks 2006 Metered by: Type/wt A W m m² m/s m m³/s Diff Disch % Dev S. Corr Diff Disch % Dev S. Corr Apr 09 Lopaschuk W % Levels May 02 Lopaschuk BR/50C % Jun 14 Lopaschuk BR/50C % % Jul 11 Lopaschuk BR/50C % Aug 09 Lopaschuk W % Oct 02 Lopaschuk W % Levels W=Wading Bo=Boat Computed by: Lopaschuk Date: Oct 17/05 C=Cableway Ice=Ice cover Checked by: N. Lopaschuk Date: Oct 17/06 Br=Bridge #50C=50lb. weight Checked by: Date: #75C=75lb. weight

7 Station no: 08NG086 MATTHEW CREEK ABV DIVERSIONS Table 2.5 Stage Discharge Table No: Dec-06 period of use: Apr 11/05 - May 20/06 open ended GH Discharge Diff. Slope

8 Prepared by: Lopaschuk Date: Oct 24/05 Checked by: N Lopaschuk Date: Oct 27/05 Approved by: Date:

9 Station no: 08NG086 MATTHEW CREEK ABV DIVERSIONS Table 2.6 Stage Discharge Table No: Dec-06 period of use: May 21/06 open ended GH Discharge Diff. Slope

10 Prepared by: Lopaschuk Date: Checked byn Lopaschuk Date: Approved by: Date: Jan 15/03 Jan 31/03

11 Discharge Data NANRICH WATER MANAGEMENT CONSULTANTS LTD. Table 2.7 DAILY MEAN DISCHARGE IN CUBIC METRES PER SECOND Computed by: Lopaschuk Date: Stn. Name: MATTHEW CREEK abv Diversions Stn. No. E Checked by: N. Lopaschuk Date: Oct 16/06 Year: 2006 Checked by: Date: January Feruary March April May June July August Septemer Octoer Novemer Decemer DISCH DISCH DISCH DISCH DISCH DISCH DISCH DISCH DISCH DISCH DISCH DISCH Total Total Max Max Min Min Avg Avg MAX. INST. DISCHARGE: 33.2 m 3 /s on May 21:00 MST A - MANUAL GAUGE MAX. DAILY DISCHARGE: 19.7 m 3 s on May 19 TABLE 28 USED Apr 9 - May 20 B - ICE CONDITIONS MIN. DAILY DISCHARGE: m 3 /s on Sep 12 TABLE 29 USED May 21 - Oct 2 E - ESTIMATED TOTAL DISCHARGE: N/A dams 3 Oct 16/06

12 Gauge Height Data NANRICH WATER MANAGEMENT CONSULTANTS LTD. Table 2.8 Stn. Name: MATTHEW CREEK abv Diversions Stn. No. E Checked by: N. Lopaschuk Date: Oct 16/06 Year: 2006 Checked by: Date: January Feruary March April May June July August Septemer Octoer Novemer Decemer G.HT. G.HT. G.HT. G.HT. G.HT. G.HT. G.HT. G.HT. G.HT. G.HT. G.HT. G.HT Total Total Max Max Min Min Avg Avg MAX. INST GAUGE HEIGHT: m on May 21:00 MST MAX. DAILY GAUGE HEIGHT: m on May 19 MIN. DAILY GAUGE HEIGHT: m on Apr 9 DAILY MEAN GAUGE HEIGHT IN METRES Computed by: A - MANUAL GAUGE B - ICE CONDITIONS E - ESTIMATED Lopaschuk Date: Oct 16/06

13 Table 2.9

14 Table 2.9

15 Stage/Discharge Relationship - MATTHEW CREEK abv DIVERSIONS E Figure Guage Height (m) Curve # 27 Curve # 28 May 10/05 Jun 08/05 May 2/ Jul 05/ Oct 04/ Apr 11/05 Sep 07/05 Apr 9/ Discharge m 3 /s

16 Table 29 - MATTHEW CREEK abv DIVERSIONS E Figure Curve # 29 Guage Height (GH) Jun 14/ Jul 11/06 Aug 9/06 Oct 2/ Discharge (Q)

17 Dec 26 Dec 18 Dec 10 Dec 02 Nov 24 Nov 16 Nov 08 Oct 31 Oct 23 Oct 15 Oct 07 Sep 29 Sep 21 Sep 13 Sep 05 Aug 28 Aug 20 Aug 12 Aug 04 Jul 27 Jul 19 Jul 11 Jul 03 Jun 25 Jun 17 Jun 09 Jun 01 May 24 May 16 May 08 Apr 30 Apr 22 Apr 14 Apr 06 Mar 29 Mar 21 Mar 13 Mar 05 Feb 26 Feb 18 Feb 10 Feb 02 Jan 25 Jan 17 Jan 09 Jan 01 Day Discharge Figure HYDROGRAPH - MATTHEW CREEK abv DIVERSIONS E