stephanie charity ([email protected])b planning/da-121501-fsrupperwest... · 05199 4814020...

APPENDIX A ______________________________________________

EIR/FSS Terms of Reference

APPENDIX B ______________________________________________

Conservation Halton Correspondence

APPENDIX B-1 ____________________________________

Approvals of Core Boundaries

APPENDIX B-2 ____________________________________

PSW 9, 10 and 13 Correspondence

APPENDIX C ____________________________________

Hydrogeology

APPENDIX C-1 ____________________________________

MOE Water Well Records

WATER WELL DATA SYSTEM Mar 03 2008 PAGE: 9 COUNTY: HALTON GROUND WATER BULLETIN REPORT MUNICIPALITY UTM CSG KIND WATER STAT PUMP TEST TEST SCREEN AUDIT_NO / TAG CONCESSION WELL EASTING ELEV DIA OF FOUND LVL LVL RATE TIME WATER DEPTH LENGTH DEPTHS IN FEET TO WHICH ETC LOT NO NORTHING FEET DATE DRILLER INS WATER FEET FEET FEET GPM HR:MN USE FEET FEET FORMATIONS EXTEND CONTINUING... OAKVILLE TOWN DS N 01 010 28- 603912 587. 1997/06 1660 06 FR 0017 0010 0017 0015 1 :0 DO 74947 / 08786 4816388 BRWN CLAY 0004 RED CLAY 0011 RED SHLE 0060 DS N 01 010 28- 603384 2004/03 1660 : NU Z00786 / A000696 09936 4817137 DS N 01 010 28- 603384 2004/03 1660 : NU Z00787 / A000697 09937 4817137 DS N 01 012 28- 602669 593 1962/06 1308 30 FR 0020 0008 0018 0005 1 :0 DO / 02105 4816452 BRWN CLAY 0008 RED CLAY BLDR 0019 RED SHLE 0020 DS N 01 012 28- 602495 599 1965/10 1612 06 FR 0065 0009 0014 0002 1 :30 DO / 02106 4816627 LOAM 0002 BRWN CLAY 0016 RED SHLE 0068 DS N 01 012 28- 602037 610. 1987/04 4005 : DO 10163 / 06640 4817096 BRWN CLAY FGVL LOOS 0009 GREY CLAY FGVL LOOS 0017 RED CLAY SNDY FGVL 0019 BRWN SAND FGVL LOOS 0021 GREY SAND PCKD 0024 GREY CLAY CGVL LOOS 0030 RED SHLE HARD 0050 DS N 01 012 28- 602658 600. 1988/07 4005 06 UK 0061 0009 0053 0006 1 :0 DO 31051 / 06985 4816466 BRWN CLAY LOOS 0016 RED SHLE HARD 0065 DS N 01 012 28- 603540 550 1978/07 3349 06 FR 0036 0038 0038 0021 1 :0 CO / 05423 4815660 BRWN SAND CLAY FILL 0002 RED SHLE 0040 DS N 01 013 28- 602550~ 589 1953/10 4623 05 FR 0040 0008 0004 : PS / 02112 4816324 LOAM 0002 CLAY BLDR 0008 RED SHLE 0050 DS N 01 013 28- 603386 551 1961/09 3414 06 FR 0028 0018 0025 0004 3 :0 ST DO / 02114 4815493 PRDG 0019 RED SHLE 0028 DS N 01 013 28- 603491~ 552 1957/08 4623 08 FR 0060 0017 0060 0005 4 :0 CO / 02113 4815579 RED CLAY 0017 RED SHLE 0068 DS N 01 013 28- 601800 610 1968/04 1307 30 FR 0051 : DO / 02777 4816730 BRWN LOAM 0012 GREY CLAY 0045 RED SHLE 0051 DS N 01 013 28- 602922~ 589 1951/05 1642 06 FR 0065 0015 0001 : PS / 02108 4816140 CLAY 0023 RED SHLE 0087 DS N 01 013 28- 603474 552 1972/09 4610 08 MN 0055 0014 0060 0004 2 :0 CO / 04186 4815566 RED CLAY SAND GRVL 0016 RED SHLE 0062 DS N 01 013 28- 603176~ 557 1952/09 1642 06 FR 0055 0025 0001 : / 02111 4815718 CLAY 0017 RED SHLE 0070 DS N 01 013 28- 603248~ 557 1952/07 1642 06 FR 0060 0022 : NU / 02110 4815786 CLAY 0023 RED SHLE 0072 DS N 01 013 28- 602922~ 586 1951/04 1642 06 FR 0063 0018 0002 : PS / 02107 4816135 CLAY 0022 RED SHLE 0099 DS N 01 013 28- 603261~ 556 1952/07 1642 06 SA 0095 0032 0000 : NU / 02109 4815804 PRDG 0034 RED SHLE 0095 DS N 01 013 28- 603392 553 1966/12 1325 30 FR 0012 0007 0001 : DO / 02115 4815682 LOAM 0001 RED CLAY 0011 RED SHLE 0017 DS N 01 013 28- 603443 561. 1984/07 3349 06 FR 0041 0016 0018 0007 2 :0 CO / 06420 4815554 BRWN LOAM CLAY 0002 RED CLAY SOFT 0019 RED SHLE 0043 DS N 01 013 28- 603410 552 1966/08 1325 30 FR 0014 0010 0016 0001 0 :30 DO / 02116 4815657 LOAM 0002 BRWN CLAY 0011 RED SHLE 0017 DS N 01 013 28- 602627~ 1998/07 1660 06 FR 0028 0017 0026 0008 1 :0 DO 192137 / 08922 4816160 GRVL 0001 BRWN CLAY 0008 RED SHLE 0031 RED SHLE 0065 DS N 01 014 28- 601680 626. 1985/09 4207 06 SA 0045 0020 0065 0001 : NU / 06399 4816598 BRWN CLAY 0018 RED SHLE 0065 DS N 01 014 28- 601659 626. 1985/09 4207 06 : NU / 06398 4816558 BRWN CLAY 0018 RED SHLE 0090 DS N 01 014 28- 603207 562 1961/11 3414 04 FR 0100 0015 0060 0003 2 :0 ST DO / 02117 4815231 PRDG 0021 RED SHLE 0100 DS N 01 015 28- 602633~ 561 1954/08 1642 06 FR 0038 0016 0016 0003 1 :0 DO / 02118 4814766 PRDG 0020 RED SHLE 0040

WATER WELL DATA SYSTEM Mar 03 2008 PAGE: 10 COUNTY: HALTON GROUND WATER BULLETIN REPORT MUNICIPALITY UTM CSG KIND WATER STAT PUMP TEST TEST SCREEN AUDIT_NO / TAG CONCESSION WELL EASTING ELEV DIA OF FOUND LVL LVL RATE TIME WATER DEPTH LENGTH DEPTHS IN FEET TO WHICH ETC LOT NO NORTHING FEET DATE DRILLER INS WATER FEET FEET FEET GPM HR:MN USE FEET FEET FORMATIONS EXTEND CONTINUING... OAKVILLE TOWN DS N 01 015 28- 602740 560 1978/10 4005 06 FR 0036 0010 0033 0004 2 :0 CO DO / 05288 4814640 BRWN CLAY LOOS 0005 RED CLAY LOOS 0007 RED SHLE HARD 0038 DS N 01 015 28- 601460 620 1963/10 4602 06 FR 0049 0018 0049 0005 1 :0 DO / 02119 4816354 BRWN CLAY 0016 GREY CLAY 0045 RED SHLE 0052 DS N 01 015 28- 601432 591 1967/10 1307 30 FR 0026 0012 0002 : DO / 02122 4815977 BRWN LOAM MSND 0020 RED SHLE 0026 DS N 01 015 28- 601415 619 1965/01 4602 06 FR 0043 0021 0056 0001 2 :0 DO / 02120 4816301 YLLW CLAY 0013 GREY CLAY 0038 GREY CLAY GRVL 0040 RED SHLE 0056 DS N 01 015 28- 601424 598 1967/01 1308 30 FR 0037 0020 0035 0001 1 :0 DO / 02121 4816156 LOAM 0002 BRWN CLAY 0019 BLUE CLAY 0029 RED HPAN 0035 RED SHLE 0037 DS N 01 016 28- 602628~ 562 1955/07 1642 06 FR 0058 0012 0003 : DO / 02124 4814725 CLAY 0015 RED SHLE 0061 DS N 01 016 28- 602714~ 560 1952/11 1642 06 FR 0045 0015 : DO / 02123 4814603 CLAY 0010 RED SHLE 0045 DS N 01 016 28- 601605 580. 1993/09 1660 06 FR 0056 0016 0049 0010 1 :0 DO 74890 / 08261 4815603 BRWN CLAY 0014 RED CLAY 0017 RED SHLE 0060 DS N 01 016 28- 601200 602 1969/11 1307 30 FR 0052 0025 0050 0001 1 :0 DO / 03265 4816020 BRWN CLAY 0011 RED CLAY 0038 RED SHLE 0052 DS N 01 016 28- 601200 610 1970/02 4602 06 FR 0063 0021 0071 0001 3 :0 DO / 03321 4815980 BRWN CLAY 0017 GREY CLAY 0037 RED CLAY GRVL 0041 RED SHLE 0074 DS N 01 016 28- 602709~ 562 1955/08 1642 06 FR 0060 0010 0005 : DO / 02125 4814643 CLAY 0011 RED SHLE 0062 DS N 01 016 28- 601131~ 601 1956/11 1642 06 FR 0055 0009 0050 0000 0 :30 DO / 02126 4815948 CLAY 0010 MSND CLAY 0035 RED SHLE 0058 DS N 01 016 28- 601059~ 600 1957/06 4838 06 FR 0061 0007 0050 0004 2 :0 DO / 02127 4815844 LOAM 0004 CLAY 0020 CLAY GRVL 0034 RED SHLE 0063 DS N 01 016 28- 602398 567 1959/01 5417 06 FR 0034 0016 0026 0008 0 :30 DO / 02129 4814932 PRDG 0015 RED SHLE 0036 DS N 01 016 28- 601214 602 1961/09 5417 06 FR 0060 0012 0053 0002 0 :45 DO / 02130 4816036 BRWN CLAY 0014 GREY CLAY 0033 GREY CLAY GRVL 0039 RED SHLE 0063 DS N 01 016 28- 601990 570 1970/09 4602 06 SA 0044 0012 0040 0004 1 :0 ST DO / 03433 4815310 BRWN CLAY 0011 RED SHLE 0045 DS N 01 016 28- 602679 563 1965/12 4602 06 FR 0025 0004 0037 0004 1 :0 DO / 02133 4814590 BRWN CLAY 0005 RED SHLE 0037 DS N 01 016 28- 602274 571 1959/01 5417 06 FR 0035 0018 0036 0006 0 :40 DO / 02128 4815034 BRWN CLAY 0004 RED CLAY SHLE 0007 RED SHLE 0046 DS N 01 017 28- 600791 602 1967/03 1612 06 FR 0053 0013 0056 0001 2 :0 DO / 02135 4815418 LOAM 0001 BRWN CLAY 0031 RED SHLE 0056 DS N 01 017 28- 600790 605 1968/11 3637 30 FR 0030 0004 : DO / 02898 4815470 LOAM 0002 BRWN CLAY 0026 RED SHLE 0033 DS N 01 017 28- 600795 605 1965/11 4602 06 FR 0049 0014 0052 0002 1 :0 DO / 02131 4815456 YLLW CLAY 0017 GREY CLAY 0027 RED SHLE 0052 DS N 01 017 28- 600795 605 1960/06 5417 06 FR 0058 0007 0051 0002 1 :0 DO / 02134 4815473 BRWN LOAM 0001 BRWN CLAY 0014 GREY CLAY 0019 GREY CLAY GRVL STNS 0025 GREY CLAY 0029 RED SHLE 0061 DS N 01 017 28- 602420 557. 1990/01 4868 48 0006 0010 2 :0 41686 / 07601 4814289 DS N 01 017 28- 602448 551. 1990/02 4868 30 FR 0030 0004 0012 0015 1 :0 CO 41685 / 07602 4814259 BRWN LOAM SOFT 0001 BRWN CLAY 0008 RED SHLE LMSN HARD 0032

WATER WELL DATA SYSTEM Mar 03 2008 PAGE: 11 COUNTY: HALTON GROUND WATER BULLETIN REPORT MUNICIPALITY UTM CSG KIND WATER STAT PUMP TEST TEST SCREEN AUDIT_NO / TAG CONCESSION WELL EASTING ELEV DIA OF FOUND LVL LVL RATE TIME WATER DEPTH LENGTH DEPTHS IN FEET TO WHICH ETC LOT NO NORTHING FEET DATE DRILLER INS WATER FEET FEET FEET GPM HR:MN USE FEET FEET FORMATIONS EXTEND CONTINUING... OAKVILLE TOWN DS N 01 018 28- 602040 545 1977/08 3349 06 FR 0085 0026 0026 0007 1 :0 DO / 05199 4814020 BRWN CLAY STNS SOFT 0003 RED SHLE 0090 DS N 01 019 28- 601848~ 519 1953/10 1642 06 FR 0043 0009 0009 0003 : CO / 02136 4813536 MSND CLAY SILT 0008 RED SHLE 0045 DS N 01 019 28- 601907~ 526 1953/11 1642 06 FR 0034 0012 0008 : DO / 02137 4813611 CLAY MSND STNS 0009 RED SHLE 0036 DS N 01 020 28- 600868~ 2001/05 1663 : NU 227406 / 09390 4813878 DS N 01 020 28- 601360 530 1978/05 1458 06 FR 0065 0005 0080 0004 1 :0 DO / 05340 4813300 LOAM 0002 RED CLAY 0020 RED SHLE 0086 DS N 01 020 28- 600868~ 2000/10 4005 06 FR 0055 0025 0073 0001 0 :30 PS 212303 / 09274 4813878 BRWN CLAY SNDY LOOS 0038 RED CLAY GRVL LOOS 0042 RED SHLE HARD 0075 DS N 01 020 28- 600868~ 2001/05 1663 : NU 227407 / 09391 4813878 DS N 01 020 28- 600868~ 2001/05 1663 : NU 227408 / 09392 4813878 DS N 01 020 28- 601534~ 520 1955/08 2415 06 FR 0021 0005 0015 0005 : DO / 02138 4813124 LOAM CLAY 0008 RED SHLE 0025 DS N 01 020 28- 600868~ 2000/11 4005 06 FR 0039 0023 0060 0005 1 :0 PS 212307 / 09273 4813878 BRWN CLAY LOOS 0034 RED CLAY LOOS 0038 RED SHLE HARD 0065 DS N 01 020 28- 600050 589 1959/05 4602 06 FR 0046 0008 0050 0001 1 :0 DO / 02139 4814463 CLAY 0032 RED SHLE 0050 DS N 01 020 28- 600868~ 2001/09 1663 : NU 227441 / 09468 4813878 YLLW UNKN 0041 DS N 01 021 28- 601340 520 1981/12 2803 06 FR 0018 0006 0035 0015 1 :0 DO / 05810 4813000 LOAM 0003 BRWN CLAY 0006 RED SHLE 0045 DS N 01 021 28- 600595 550 1959/06 2613 06 FR 0058 0008 0008 0020 1 :0 DO / 02140 4813786 RED CLAY 0010 RED SHLE 0060 DS N 01 021 28- 599849 578 1966/08 1612 05 FR 0045 0012 0017 0003 1 :0 DO / 02141 4814240 BLCK LOAM 0001 BRWN CLAY 0031 RED SHLE 0049 DS N 01 021 28- 599957 581 1967/09 1612 05 FR 0047 0015 0031 0004 2 :0 DO / 02142 4814349 LOAM 0001 BRWN CLAY 0018 BLUE CLAY STNS 0034 RED SHLE 0050 DS N 01 021 28- 601360 520 1981/12 2803 06 FR 0012 0007 0050 0006 2 :0 DO / 05811 4812900 LOAM 0003 BRWN CLAY 0005 RED SHLE 0053 DS N 01 021 28- 601479 518 1974/09 1660 06 FR 0030 0012 0030 0004 1 :0 DO / 04667 4812982 BRWN CLAY LOAM 0009 RED SHLE 0040 DS N 01 022 28- 599680 575 1969/06 2519 30 FR 0017 0016 0025 : DO / 03112 4814020 LOAM 0001 BRWN SHLE 0016 RED SHLE 0024 GREY SHLE 0025 DS N 01 022 28- 599730 570 1974/09 1660 06 FR 0050 0024 0070 0001 1 :0 DO / 04662 4813888 BRWN CLAY 0020 RED SHLE 0070 DS N 01 022 28- 599736 575 1973/05 1660 06 FR 0047 0012 0032 0008 1 :0 DO / 04263 4813951 BLCK LOAM 0001 BRWN CLAY 0021 RED SHLE 0050 DS N 01 022 28- 599620 560 1981/12 2803 06 FR 0030 0000 0050 0002 2 :0 DO / 05808 4813800 LOAM 0003 RED SHLE 0050 DS N 01 022 28- 599680 560 1981/12 2803 06 FR 0035 0006 0055 0002 2 :0 DO / 05809 4813860 LOAM 0003 BRWN CLAY 0008 RED SHLE 0055 DS N 01 022 28- 599678 560 1973/06 1660 06 FR 0025 0014 0034 0006 1 :0 DO / 04262 4813855 PRDG 0025 RED SHLE 0050 DS N 01 022 28- 599658 570 1964/07 4602 06 FR 0022 0009 0042 0001 1 :0 DO / 02144 4813990 BRWN LOAM 0005 RED CLAY 0015 GREY CLAY 0019 RED SHLE 0042 DS N 01 022 28- 599673 570 1964/07 4602 06 SA 0046 0007 0001 : NU / 02143 4813975 BRWN CLAY 0005 RED CLAY 0012 BLUE CLAY 0020 RED SHLE 0049

WATER WELL DATA SYSTEM Mar 03 2008 PAGE: 16 COUNTY: HALTON GROUND WATER BULLETIN REPORT MUNICIPALITY UTM CSG KIND WATER STAT PUMP TEST TEST SCREEN AUDIT_NO / TAG CONCESSION WELL EASTING ELEV DIA OF FOUND LVL LVL RATE TIME WATER DEPTH LENGTH DEPTHS IN FEET TO WHICH ETC LOT NO NORTHING FEET DATE DRILLER INS WATER FEET FEET FEET GPM HR:MN USE FEET FEET FORMATIONS EXTEND CONTINUING... OAKVILLE TOWN DS N 02 012 28- 602119~ 600 1955/05 1642 06 FR 0025 0005 0024 0001 : / 02203 4817296 MSND CLAY 0025 RED SHLE 0080 DS N 02 012 28- 602079 600 1962/08 4602 06 MN 0026 0006 0056 0001 2 :0 PS / 02205 4817215 MSND CLAY 0021 RED SHLE 0056 DS N 02 012 28- 602183~ 600 1955/05 1642 06 FR 0025 0005 0024 0001 : PS / 02204 4817374 CLAY MSND 0025 RED SHLE 0080 DS N 02 013 28- 601900 610 1979/01 4005 06 FR 0062 0008 0043 0001 1 :0 DO / 05349 4817000 BRWN CLAY SNDY LOOS 0008 BRWN SAND BLDR GRVL 0016 GREY CLAY LOOS 0022 BRWN CLAY BLDR SNDY 0030 BRWN CLAY SNDY LOOS 0036 RED SHLE HARD 0065 DS N 02 013 28- 600973 640 1973/07 1570 06 FR 0060 0020 0030 0020 3 :10 DO / 04243 4818065 BRWN CLAY 0016 BLUE CLAY 0046 BLUE CLAY STNS 0060 SAND 0067 DS N 02 013 28- 600949 640 1973/07 1570 06 FR 0087 0025 0053 0010 3 :30 DO / 04242 4818084 BRWN CLAY 0018 BLUE CLAY 0055 SAND 0090 DS N 02 013 28- 600917 640 1973/07 1570 06 FR 0075 0020 0072 0002 2 :30 DO / 04241 4818120 RED CLAY 0002 BRWN CLAY 0018 BLUE CLAY 0050 GRVL 0054 BLUE CLAY STNS 0061 BRWN CLAY STNS 0065 RED SHLE 0077 DS N 02 013 28- 601850 614 1967/02 1612 07 FR 0065 0026 0070 0001 2 :0 DO / 02209 4816955 LOAM 0001 BRWN CLAY 0050 RED SHLE 0070 DS N 02 013 28- 601827~ 610 1956/11 1642 FR 0062 0006 0060 0001 0 :15 ST DO / 02207 4816917 PRDG 0012 BLUE CLAY 0049 RED SHLE 0066 DS N 02 014 28- 601675 629. 1985/07 4005 06 FR 0066 0012 0069 0001 1 :0 DO / 06310 4816730 BRWN CLAY SNDY LOOS 0008 GREY CLAY LOOS 0025 GREY CLAY GRVL LOOS 0048 GREY SAND LOOS 0050 RED SHLE HARD 0070 DS N 02 015 28- 600587 620. 1996/05 1663 36 : NU 159757 / 08524 4816762 PRDG 0008 DS N 02 015 28- 600981 643. 1996/01 1737 : NU 146321 / 08465 4816450 PRDG 0027 DS N 02 016 28- 600651 628 1959/09 2904 06 FR 0072 0032 0074 0001 2 :0 ST DO / 02210 4816420 PRDG 0038 GREY CLAY MSND 0050 RED SHLE 0074 DS N 02 016 28- 600924 616. 1988/06 1660 06 FR 0068 0021 0065 0008 1 :0 DO 16473 / 07205 4815850 BRWN CLAY SOFT 0020 GREY CLAY SAND MSND 0037 RED SHLE HARD 0076 DS N 02 016 28- 600680 610 1970/07 3637 30 FR 0062 0017 : ST / 03462 4816440 BRWN CLAY LOAM 0001 BRWN CLAY 0014 GREY CLAY GRVL 0016 BLUE CLAY MSND 0030 BRWN CLAY 0034 GREY CLAY 0036 BRWN MSND 0055 RED SHLE 0064 DS N 02 017 28- 600607 623. 1988/09 1660 06 FR 0044 0021 0063 0004 1 :0 DO 43007 / 07204 4815697 BLCK LOAM 0001 BRWN CLAY 0027 GREY CLAY SAND 0035 GRVL HARD 0042 RED SHLE SOFT 0048 RED SHLE HARD 0068 DS N 02 017 28- 600733 607 1960/10 5417 06 FR 0056 0018 0050 0005 0 :30 DO / 02211 4815462 BRWN CLAY 0016 GREY CLAY 0039 RED SHLE 0060 DS N 02 017 28- 600695 613 1962/09 5417 06 FR 0054 0019 0050 0002 0 :45 DO / 02212 4815606 BRWN CLAY 0019 GREY CLAY 0039 RED SHLE 0060 DS N 02 018 28- 600500 620 1981/04 3108 06 FR 0048 0016 0119 0002 1 :0 DO / 05697 4815360 BRWN CLAY GVLY 0017 BLUE CLAY GVLY 0044 RED SHLE 0102 BLUE SHLE 0120 DS N 02 020 28- 599666 628 1961/09 4602 06 FR 0066 0020 0101 0001 3 :0 DO / 02215 4814814 GREY CLAY 0056 RED CLAY 0065 RED SHLE 0101 DS N 02 020 28- 600061~ 595 1956/10 1642 06 FR 0053 0015 : DO / 02214 4814608 CLAY 0034 SHLE 0055 DS N 02 020 28- 599237~ 600 1955/10 1642 06 FR 0092 0045 : DO / 02213 4815225 CLAY 0032 RED SHLE 0095

WATER WELL DATA SYSTEM Mar 03 2008 PAGE: 17 COUNTY: HALTON GROUND WATER BULLETIN REPORT MUNICIPALITY UTM CSG KIND WATER STAT PUMP TEST TEST SCREEN AUDIT_NO / TAG CONCESSION WELL EASTING ELEV DIA OF FOUND LVL LVL RATE TIME WATER DEPTH LENGTH DEPTHS IN FEET TO WHICH ETC LOT NO NORTHING FEET DATE DRILLER INS WATER FEET FEET FEET GPM HR:MN USE FEET FEET FORMATIONS EXTEND CONTINUING... OAKVILLE TOWN DS N 02 020 28- 599224 610. 1988/06 4005 06 UK 0057 0038 0070 0003 3 :0 DO 31058 / 06962 4815248 BRWN CLAY LOOS 0023 BRWN CLAY SNDY LOOS 0035 GREY CLAY SNDY FGVL 0038 GREY GRVL SAND LOOS 0043 RED CLAY LOOS 0057 RED SHLE HARD 0075 DS N 02 021 28- 599725 577 1958/10 1718 06 FR 0050 0012 0024 0004 2 :0 DO / 02216 4814166 LOAM 0001 YLLW CLAY 0005 BLUE CLAY 0011 RED CLAY 0015 SHLE 0050 DS N 02 021 28- 599745 577 1958/10 1718 06 FR 0050 0010 0024 0008 2 :0 DO / 02217 4814181 LOAM 0001 YLLW CLAY 0005 BLUE CLAY 0011 RED CLAY 0015 SHLE 0050 DS N 02 021 28- 599831 581 1961/06 4602 06 FR 0027 0007 0051 0002 1 :0 DO / 02218 4814290 GREY CLAY 0022 RED SHLE 0051 DS N 02 021 28- 599688 619 1966/03 4602 06 FR 0070 0016 0083 0001 3 :0 DO / 02219 4814640 YLLW CLAY 0016 GREY CLAY 0051 BLUE CLAY 0057 RED CLAY 0068 RED SHLE 0083 DS N 02 021 28- 599794 608 1966/09 4602 06 FR 0061 0014 0074 0001 1 :0 DO / 02220 4814579 YLLW CLAY 0015 GREY CLAY 0045 RED SHLE 0074 DS N 02 021 28- 598780 610 1972/07 3637 30 FR 0026 0007 : DO / 04009 4815100 BRWN LOAM 0001 BRWN CLAY 0012 GREY CLAY STNS 0013 GREY SILT MSND 0019 BRWN SHLE 0031 DS N 02 021 28- 599760 590 1971/12 4005 06 FR 0058 0017 0055 0003 2 :0 ST / 03682 4814580 BRWN CLAY 0011 RED CLAY 0040 RED SHLE GRVL 0061 DS N 02 021 28- 599956 590 1975/08 4005 06 FR 0062 0028 0070 0001 2 :0 DO / 04788 4814470 BRWN CLAY 0023 RED CLAY 0044 RED SHLE 0070 DS N 02 021 28- 598807 2002/08 2662 06 UK 0058 0041 0088 0001 7 :0 DO 243870 / 09696 4815209 GREY GRVL FILL 0001 RED CLAY SNDY GRVL 0004 BRWN CLAY SLTY GRVL 0005 RED CLAY SLTY GRVL 0006 BRWN CLAY SLTY GRVL 0010 GREY CLAY SLTY GRVL 0020 RED CLAY SLTY 0032 GREY CLAY SNDY CLAY 0040 RED CLAY SNDY GRVL 0046 RED SHLE 0100 DS N 02 021 28- 999999~ 2000/03 1663 : NU 213481 / 09200 9999999 DS N 02 022 28- 598578 616. 1990/04 4868 36 FR 0049 0022 0026 0004 1 :0 PS IR 41637 / 07572 4815214 BRWN LOAM LOOS 0001 BRWN CLAY 0013 GREY CLAY STNS 0026 BRWN CLAY SAND BLDR 0030 BRWN SAND GRVL LOOS 0040 RED SHLE LMSN HARD 0053 DS N 02 022 28- 599300 575 1968/04 4602 06 FR 0058 0020 0101 0001 3 :0 DO / 02806 4814060 BRWN CLAY 0019 GREY CLAY 0035 GREY CLAY GRVL 0043 RED CLAY 0046 RED SHLE 0101 DS N 02 022 28- 599691~ 575 1956/10 1642 FR 0049 0009 : DO / 02221 4814095 PRDG 0020 RED SHLE 0050 DS N 02 023 28- 597825 600 1959/09 1718 07 FR 0059 0018 0059 0002 1 :30 ST DO / 02223 4814812 LOAM 0001 YLLW CLAY 0035 RED CLAY 0037 RED SHLE 0062 DS N 02 023 28- 599216 559 1966/04 4602 06 FR 0035 0004 0050 0004 1 :0 DO / 02225 4813637 BRWN CLAY 0012 RED CLAY GRVL 0016 RED SHLE 0050 DS N 02 023 28- 599289 590 1965/06 4838 05 FR 0066 0006 0050 0004 3 :0 DO / 02224 4813777 CLAY 0030 BLDR 0040 GRVL CLAY 0047 RED SHLE 0072 DS N 02 023 28- 597836~ 600 1956/12 1642 06 FR 0052 0008 : DO / 02222 4814914 CLAY 0025 RED SHLE 0055 DS N 02 023 28- 597809 610. 1984/04 3349 06 FR 0064 0028 0049 0007 1 :0 DO / 06418 4814889 BLCK LOAM 0001 GREY CLAY 0022 RED CLAY SAND 0054 RED SHLE 0068

APPENDIX C-2 ____________________________________

Monitoring Wells

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Prepared By: S. Charity Checked By: J. Thompson Date Prepared: 2/29/2008This borehole log was prepared for hydrogeological and/or environmental purposes and does not necessarily contain informationsuitable for a geotechnical assessment of the subsurface conditions. Borehole data requires interpretation by R. J. Burnside &Associates Limited personnel before use by others.

LEGEND MONITORING WELL DATA SAMPLE TYPE AC Eli Auger Cutting SS Split Spoon

Water found @ time of drilling Pipe: 51 mm dia. PVC CS Continuous AR Air Rotary

Static Water Level - 1/16/2008 Screen: 51 mm dia. PVC #10 slot RC Rock Core WC E1 Wash Cuttings

1JBURNSTDE

R.J. Burnide & Associates Limited15 Towriline, Orangeville, Ontario LOW 304Iniephone 519) 9415331 fax 519) 941-9120

LOG OF DRILLING OPERATIONSMW1s

Page 1 of 1

Client: Trinison Management Corp. Project Name: Lower West Morrison Creek Logged by: S. Charity

Project No.: PTN1 3837 Location: North Oakville East Ground (m amsl): 172.7Drilling Co.: BMW Driller Ltd Date Started: 1211912007 Static Water Level (m amsl): 172.62

Drilling Method: Solid Stem Auger Date Completed: 12/1912007 Sand Pack (m amsl): 169.6- 167.3— SAMPLE

Depth . . Eiev. — DepthScale Stratigraphic Description Depth Scale

) Surface Elevation (m): 172.70— .L . .. .... — — .L!!l (n1

TOPSOILSILTYCLAY, TILLWeathered 0.25 to 0.8 m, Reddish-brown, firmto hard.Some sand to sandy, trace gravel, occasionalsand and silt seams and layers, cobbles,boulders and shale debris

J

SHALE BEDROCKReddish-brown. Weathered 1 .7 to 3.96. Toohard to sample after 4.7 m.

1.70

1.0

5.0

2.0

too.

4.0

05.0

5,0

6.0200

bentonite seal

silica sand pack

cave

‘1.0

5,0- -

-2.0

100- -3.0

•40

15.0-

•5.0

-6.020.0-6.10

LOG OF DRILLING OPERATIONSR.J. Burnside & Associates [woited15 Townline, Orangeville, Ontario L9W 3R4

]31 telephone 5191 9415331 faa 519) 9418120 MW1d

Page 1 of

Client: Trinison Management Corp. Project Name: Lower West Morrison Creek Logged by: S. Charity

Project No.: PTN13837 Location: North Oakville East Ground (m amsl): 172.7

Drilling Co.: BMW Driller Ltd Date Started: 12/19/2007 Static Water Level (m amsl): 172.60

Drilling Method: Solid Stem Auger Date Completed: 12/19/2007 Sand Pack (m amsl): 167.2- 165.2

— SAMPLEDepth . . Elev. — — DepthScale Stratigraphic Description Depth Scale

) () Surface Elevation (m): 172.70— J.TL . -

H —

— .L!;t1. ()TOPSOIL

to

5.0

iL

SILTYCLAY,TILLWeathered 0.25 to 0.8 m, Reddish-brown, firmto hard.Some sand to sandy, trace gravel, occasionalsand and silt seams and layers, cobbles,boulders and shale debris

171

SHALE BEDROCKReddish-brown. Weathered 1 .7 to 3.96. Toohard to sample after 4.7 m.

t .70

bentonite seal

-1.0

5.0- -

2.0 -2.0

10.0 3.0 10.0 -30

4.0 -40

t5.0- 15.0 -

5.0 -5.0

60 -6.020,0- . 20.0’

7.0 7.0

or

0

20.0- 250

I—0q ‘8.0 80Lii

1 o 90

_____________________________

=_11O_ -“- —

0)

zI—00U)I—C-)LI

Prepared By: S. Charity Checked By: J. Thompson Date Prepared: 2/29/2008This borehole log was prepared for hydrogeological and/or environmental purposes and does not necessarily contain informationsuitable for a geotechnical assessment of the subsurface conditions. Borehole data requires interpretation by R. J. Burnside &Associates Limited personnel before use by others.

LEGEND MONITORING WELL DATA SAMPLE TYPE AC EIJ Auger Cutting SS I1 Split Spoon

Y Water found @ time of drilling Pipe: 51 mm dia. PVC CS 11fl Continuous AR Air Rotary

Static Water Level - 1/16/2008 Screen: 51 mm dia. PVC #10 slot RC Rock Core WC Wash Cuttings

silica sand pack

cave

0)0eOmaF—0qUi

Prepared By: CD Checked By: JT Date Prepared: 10129/2008This borehole log was prepared for hydrogeological and/or environmental purposes and does not necessarily contain informationsuitable for a geotechnical assessment of the subsurface conditions. Borehole data requires interpretation by A. J. Burnside &

& Associates Limited personnel before use by others.

LEGEND MONITORING WELL DATA SAMPLE TYPE AC 1L1 Auger Cutting SS Split Spoon

Water found @ time of drilling Pipe: 51 mm dia. PVC CS Continuous AR i:i Air Rotary

Static Water Level - 1O/23/2OOcreen: 51 mm dia. PVC #10 slot RC Rock Core WC Wash Cuttings

j BURNSIDE8.1 Burnoide & Associates Limited15 Towr6r, Orangeallie, Ontario L9W 384telephone (5191 9415331 fax 1519) 9418120

LOG OF DRILLING OPERATIONSMW4s

Page 1 of 1

Client: Star Oak Developments Limited Project Name: Upper West Morrison Creek EIR Logged by: C. Dinulescu

Project No.: PTN15522.0 Location: North Oakville East Ground (m amsl): 187.5

Drilling Co.: Lantech Drilling Services Inc. Date Started: 9/1612008 Static Water Level (m amsl): 185.1

Drilling Method: Hollow Stem Auger Date Completed: 9/16/2008 Sand Pack (m amsfl: 184.5- 182.3

— SAMPLEDepth . . Elev. — DepthScale Stratigraphic Description Depth Scale

Surface Elevation (m): 187.50— JL — . .... — ... (1

TOPSOIL

Clayey with some silt, trace organics. Lightbrown, soft and damp.

187200.25

IICLAYEY SILT TILL

Trace fine sand and pebbles and cobbles (<2.5cm diam., subangular to subrounded). Lightbrown, firm to stiff, damp, trace iron stainings.

At 4.50 m, becomes grey and soft to firm.

-10

50

2.0

10.0- 30

.49

15.0- -

.59

1.9

/t //o/

/,

//

ss

ss

ss

ss

Os

so

x

xxxx

x

bentonite seal

PVC screensilica sand pack

36

>100

80

>180

>100

73

5.0

20

10.0 3.0

40

nO.0-

‘50

5,18 5.18

1JBURNSIDE

Hi. Burnside & Associates UnuSed15 Towntine, Orangeville, Ontario LOW 384telephane (515 9415331 fax 519) 9418120

LOG OF DRILLING OPERATIONSMW4d

Page 1 of


Project No.: PTN1 5522.0 Location: North Oakville East Ground (m amsl): 187.5


Drilling Method: Hollow Stem Auger Date Completed: 9/15/2008 Sand Pack (m amsl): 179.3- 176.8— SAMPLE

Depth EIev. — DepthScale Stratigraphic Description Depth Scale

,) ( Surface Elevation (m): 187.50— — . ... ... — ... .i!1 (i1

10725025

TOPSOIL

[2CIayey with some silt, trace organics. Light /

i \brown, soft and damp. 0 /

CLAYEY SILT TILL /

5,0’ / 0/

Trace fine sand and pebbles and cobbles (<2.5/0

2.0 cm diam., subangular to subrounded). Light /

brown, firm to stiff, damp, trace iron stainings. /

/,

At 4.50 m, becomes grey and soft to firm. /10.0 3.0 /

At 6 m, damp to moist and reddish-grey.//

40At9m, softand moist. /

y15.0-

‘0 /

5,0

-.

/0,

6.0 J20.0-

‘ /

//

//

4

/

),

,0/0,

“0

/0

,

A

ss

ss

ss

Os

so

ss

ss

xxxxx

x

x

36

>100

80

>100

>100

73

52

bentonite seal

‘70

250-

8,0

.9530.0-

•1.0

5,0-

2.0

-4.0

15,0’ -

-5.0

20,0’-6.0

0)CC’s55

- -7.0I—C(2UI . - -

25,9’

30090

10,0

I-00

d —— 10.67 — — rue, — —

— 35,0

U,U,

zI

5-C’sI—(2

Prepared By: CD Checked By: JT Date Prepared: 10/29/2008This borehole log was prepared for hydrogeological and/or environmental purposes and does not necessarily contain informationsuitable for a geotechnical assessment of the subsurface conditions. Borehole data requires interpretation by R. J. Burnside &Associates Limited personnel before use by others.

I

g LEGEND MONITORING WELL DATA SAMPLE TYPE AC 1L1 Auger Cutting SS Split Spoon

Water found @ time of drilling Pipe: 51 mm dia. PVC CS Continuous AR i:i Air Rotary

Static Water Level - 1 O/23/2OOcreen: 51 mm dia. PVC #10 slot RC E1 Rock Core WC Wash Cuttings

‘10.0

/0

/

/

/

/

/

/

00

350-

x 74

176.83


so

Os x62

80

LOG OF DRILLING OPERATIONS

MW5

Page lof 1


Project No.: PTN1 5522.0 Location: North Oakville East Ground (m amsl): 176.8


Drilling Method: Hollow Stem Auger Date Completed: 9/1612008 Sand Pack (m amsl): 171.6- 170.1

— SAMPLEDepth . . Eiev. — — DepthScale Stratigraphic Description Depth Scale

( Surface Elevation (m): 176.80— . .... ... — .. Q!2. (!i)

- 5,0

Trace clay, trace small pebbles, trace grey silt,trace red and green weathered shalefragments. Brown, stiff to hard (cemented) anddry.

At 1 .50 m, more clay content and trace fine\sand.SANDY SILT TILL

Trace clay, fragments of weathered shale.Grey, hard to very hard and damp.Mixture of Till and Shale

Spoon refusal. Cuttings show a mixture ofsandy materials and shale fragments. Drillingregime shows alternation of soft and hard

\Iayers.SHALE

I 1 670 670

Mixture of weathered shale and fresh red and\green shale, hard, wet to saturated.

flJ BuRNsIDER.J. Burnide & 6ssocates Lim4ed15 Townlir, Orangeville, Ontario 15W 384telephone 518) 9415331 tax (519) 9418120

TOPSOIL

Clayey with trace organics. Brown, soft anddamp.SANDY SILT TILL

bentonite seal

0

C

0

0

C

0

00

a

0

/0/

/o/

3-

176500.36

173.803,00

172.993.81

170.706.10

17010

¶

ss

Os

ss

00

so

00

so

xxxxx

x

x

14

>100

>100

>100

>100

>100

>100


-1.0 ‘l.O

50- - — 50-

-2.0 ‘2.0

10,0- -3.0 ‘3.0

-4.0 -4.0

150- - - - . — 150- -

-- ‘5.0

-6.0 -‘ : :.‘ -6.020,0-

:--. -

— 20.0-

-: -— - -: - -

_______________

— —

C,,

cvF—

(0

__________________________________________________

Si

Prepared By: CD Checked By: JT Date Prepared: 10/29/2008This borehole log was prepared for hydrogeological and/or environmental purposes and does not necessarily contain informationsuitable for a geotechnical assessment of the subsurface conditions. Borehole data requires interpretation by R. J. Burnside &Associates Limited personnel before use by others.

LEGEND MONITORING WELL DATA SAMPLE TYPE AC .L Auger Cutting SS Split Spoon

Water found @ time of drilling Pipe: 51 mm dia. PVC CS Continuous AR E1 Air Rotary

Static Water Level - 1O/23/2OOcreen: 51 mm dia. PVC #10 slot RC Rock Core WC Wash Cuttings

4Th

BEATTY&

ASSOCIATES

Description

Top Soil:Sandy silt, brown, trace clay, traceorganics.Clayey Silt Till:Redish-brown, very stiff, dry, trace ironstaining.

Grey at 4.lOm.

• Sandy Silt Till:Grey, stiff to hard, dry, trace clay, tracepebbles.

Shale:\ Contact with red shale, very hard, dry, at\9.14m.

End of Log

Borehole Log: SGGCI (SGGC)ProJect No: 431-051 EstImated Ground Elevation: 182.Smasl

Client Mattamy Homes Top of Casing: 183.28 masl

Location: Oakville Logged By: CC

Static Water Level: 179.1 Smasl Drill Date: Aug 15, 2005

SUBSURFACE PROFILE I SAMPLE

Ground Surface

Well Completion Details

Drill Method: Hollow Stem Auger Sheet 1 of 1

Beatty&

Associates

Borehole Log: BA-Is

Project No. 317-012

Client North Oakville Management Inc.

Location: North Gakville

Logged By: Kurt Stamm

SUBSURFACE PROFILE

Ground Elevation: 191.8 mast

Top of Casing: 192.5 masl

Water Level Elevation: 186.3 masI

Description

CIayey Sift Tillstiff to hard, reddish brown, damp, trace sand,trace pebbles, trace gravel

Drill Method: Hollow Stem AugerDrill Date: June 3,2002

End of Log


Beatty&

Associates

Borehole Log: BA-Id

Projec,tNo. 317-012

Client North Oakville Management Inc.

Location: North Oakvifle



SIJBSUHFACE PROFILE

Ground ElevatIon: 191.5 masl

Top of Casing: 192.2 masl

Water Level ElevatIon: 186.0 masl

Description

SAMPLE

ace

~Silty Sand Till\fine. firm, brown, damp, trace gravel, trace pebbles /CIayey SlitTillstiff to hard, reddish brown, damp, trace sand,trace pebbles, trace gravel

11•1’I’

1314

4

Silty Sand Tillfine, hard, grey, damp, trace pebbles, trace gravel

17

1’

turning red and moist at 18,2m

I

Shalehard, red, damp, some fractures present alongbedding planes

1•

232425 End of Log

Drill Method: Hollow Stem AugerDrill Date: June 12, 2002

Sample Interval: ContinuousSheet: 1 of I

Borehole Log: BA 2s

Project No. 31 7-012

Client North Oakviile Management Inc.

Location: North Oakville


Ground Elevation: 190.4 maslTop of Casing: 191.2 masl

Water Level Elevation: 178.5 masl

Sample Interval: AugerSheet: I of 1

4ThBeatty

&Associates

SUBSURFACE PROFILE

Description

SAMPLE

Ground SurfaceTopsoil

\!redium1 soft, brown, damp, some rootlets


CIa~y siit 1711stiff to hard, reddish brown, damp to moist, tracesand, trace gravel, trace pebbles

becoming grey at 1 Om

becoming yew moist at 12.4m

1011•1

1

4

End of Log

1

21

(C V$05 .9

Co0*

24252627

8

Drift Method: Hollow Stem AugerDrill Date: May 28, 2002

cm Borehole Log: BA 2d

Project No. 317-012 Ground Elevation: 190.7 masl

Client North Oakville Management Inc. Top of Casing: 191.5 masl

Location: North Oakville Water Level Elevation: 178.8 masl


SUBSURFACE PROFILE SAMPLE

Well Completion DetailsDescription

Beatty&

Associates

2~d%~

64’

.~111213 4.1415

19~

v—a21 j

22~23242526q7

Ground Surface\ TopsoilI \medium, soft, brown, damp, some rootlets

CIayey Sift 7711stiff to hard, reddish brown, damp to moist, tracesand, trace gravel, trace pebbles

becoming grey at 1 Om

becoming very mois? at I 2.4m

Silty Sand Tillfine, hard, grey,very moist to wet, trace gravel,trace pebbles

Shalehard, red with grey bands about 3cm to 7cm thick,moist, some fractures along bedding planes

End of Log

Drill Method: Hollow Stem Auger Sample Interval: ContinuousDrill Date: June 3, 2002 Sheet: I of I

Topsoilmedium, soft, brown, damp, some rootlets

Sandy Sift nil~fine to medium, firm to stiff, brown, damp, trace\pebbles, trace gravel, trace rootlets

Ciayey Sift Tillstiff to hard, reddish brown, damp, trace sand,trace gravel, trace pebbles

becoming purple/grey at 4m

2cm sand till seam present at 1 O.6m

becoming moist at 10.6m

Sandy Sift flilfine, hard, grey, very moist to wet, some gravel,trace day, trace pebbles

cm sand and gravel seam present at 13.7m /End of Log

cmBeatty

&Associates

Borehole Log: BA-3

Project No. 317-012Client North OakvilIe Management Inc.

Location: North QakvilleLogged By: Kurt Stamm

Ground Elevation: 187.6 maslTop of Casing: 188.5 masl

Water Level Elevation: 178.4 masl

1SUBSURFACE PROFILE

Description

SAMPLE

Ground Surface

jf.~ i-i~ >~ z


188.5187.6

.1_ IL I186.1 2~LLMI

/ CUssCUsoC1E25CI :.2~CI[i~CR2131 u 24Jr it 3112:113413- 27it~i :~ic r : 67iC £42

I

174.6 1.. t s0-3~~IL IL So-snrioo-e

172.4 2L IL 100-3

qt —

0C’)0

LDrill Method: Hollow Stem Auger Sample interval: 0.7mDrill Date: May 27, 2002 Sheet: f of 1

APPENDIX C-3 ____________________________________

Hydraulic Conductivity Tests

Time Lag (T0) = 950 min K= (r2) ln(L/R)

Length of Intake (L) = 1.524 m 2T0LRadius of Well Casing (r) = 0.0254 m

Radius of Well Screen (R) = 0.071 m

Figure C-3-1Hydraulic Conductivity Test - MW4s

Upper West Morrison Creek EIR

0.1

1.0

0 20 40 60 80 100 120 140 160 180 200

Time (min)

Nor

mal

ized

Rec

over

y (d

imen

sion

less

)

h/H0 = 0.37

T0=950 min

K estimated as < 1 x 10 -6 cm/s

Time Lag (T0) = >1000 min K= (r2) ln(L/R)

Length of Intake (L) = 1.524 m 2T0LRadius of Well Casing (r) = 0.0254 m

Radius of Well Screen (R) = 0.071 m

Figure C-3-2Hydraulic Conductivity Test - MW4d


0.1

1.0

0 20 40 60 80 100 120 140 160 180 200

Time (min)

Nor

mal

ized

Rec

over

y (d

imen

sion

less

)

h/H0 = 0.37

T0 =>1000 min

K estimated as < 1 x 10 -6 cm/s

Time Lag (T0) = 9 min K= (r2) ln(L/R) = 1.20E-04 cm/sLength of Intake (L) = 1.524 m 2T0L

Radius of Well Casing (r) = 0.0254 mRadius of Well Screen (R) = 0.071 m

Figure C-3-3Hydraulic Conductivity Test - MW5


0.1

1.0

0 20 40 60 80 100 120 140 160 180 200

Time (min)

Nor

mal

ized

Rec

over

y (d

imen

sion

less

)

h/H0 = 0.37

T0 = 9 min

APPENDIX C-4 ____________________________________

Groundwater Elevations

Table C�4�1


Monitoring

LocationScreened Unit

Ground

Elevation

Top of Pipe

Elevation

Depth

Below

Ground

Stickup (m)

(masl) (masl) (m) (m) 17�Jan�08 25�Feb�08 19�Mar�08 23�Apr�08 22�May�08 24�Jun�08 29�Jul�08

MW1s Shale 172.69 173.47 5.40 0.78 172.62 172.50 172.88 172.39 172.14 172.54 172.65

MW1d Shale 172.69 173.79 7.48 1.10 172.60 172.48 172.85 172.39 172.12 172.52 172.64

MW4s Overburden 187.50 188.32 5.43 0.82 N/A N/A N/A N/A N/A N/A N/A

MW4d Overburden 187.50 188.35 10.66 0.85 N/A N/A N/A N/A N/A N/A N/A

MW5 Overburden/Shale 176.75 177.63 6.88 0.88 N/A N/A N/A N/A N/A N/A N/A

SGGC1 Overburden 182.50 183.24 9.18 0.74 N/A N/A N/A N/A 181.80 N/A N/A

BA!1s Overburden 193.16 194.16 18.00 1.00 N/A N/A N/A N/A N/A N/A N/A

BA!1d Shale 193.24 194.11 23.53 0.87 N/A N/A N/A N/A N/A N/A N/A

BA!2s Overburden 191.50 192.26 12.84 0.76 N/A N/A N/A N/A N/A N/A N/A

BA!2d Shale 191.80 192.45 25.25 0.65 N/A N/A N/A N/A N/A N/A N/A

BA!3 Overburden 189.62 190.46 15.26 0.84 N/A N/A N/A N/A N/A N/A N/A

LF2* Shale 175.00 175.74 4.49 0.74 174.37 174.32 174.59 174.29 174.05 174.32 174.49

PZ2!LF* Overburden 174.00 175.30 1.35 1.25 N/A 174.09 174.17 174.02 173.98 174.00 174.07

Notes:

N/A ! Not available

* Monitoring wells external to EIR Subcatchment area

** Water in well frozen

Groundwater Elevations (m asl)

Data previous to October 2008 from other study Lower West Morrison Creek EIR/FSS,

Feb 2009.

Table C�4�1


Monitoring


Ground

Elevation

Top of Pipe

Elevation

Depth

Below

Ground

Stickup (m)

(masl) (masl) (m) (m)

MW1s Shale 172.69 173.47 5.40 0.78

MW1d Shale 172.69 173.79 7.48 1.10

MW4s Overburden 187.50 188.32 5.43 0.82

MW4d Overburden 187.50 188.35 10.66 0.85

MW5 Overburden/Shale 176.75 177.63 6.88 0.88

SGGC1 Overburden 182.50 183.24 9.18 0.74

BA!1s Overburden 193.16 194.16 18.00 1.00

BA!1d Shale 193.24 194.11 23.53 0.87

BA!2s Overburden 191.50 192.26 12.84 0.76

BA!2d Shale 191.80 192.45 25.25 0.65

BA!3 Overburden 189.62 190.46 15.26 0.84

LF2* Shale 175.00 175.74 4.49 0.74

PZ2!LF* Overburden 174.00 175.30 1.35 1.25

Notes:

N/A ! Not available




Feb 2009.

20�Aug�08 18�Sep�08 22�Oct�08 14�Nov�08 16�Dec�08 6�Jan�08 24�Feb�09

172.76 172.36 171.63 172.65 172.77 172.58 172.74**

172.73 172.33 171.62 172.67 172.80 172.56 172.77**

N/A N/A 185.91 185.99 186.84 186.52 186.20

N/A N/A 182.29 182.44 185.17 185.91 185.97

N/A N/A 174.98 175.47 175.35 175.42 175.26

182.33 182.10 181.08 181.32 181.46 181.67 181.98

N/A N/A N/A 188.85 188.95 189.05 188.93

N/A N/A N/A 188.49 188.63 188.79 188.66

N/A N/A N/A 189.83 189.89 189.97 189.93

N/A N/A N/A 188.89 188.99 189.11 189.08

N/A N/A N/A 186.60 186.72 186.90 186.93

174.60 174.32 173.63 174.57 N/A N/A 174.41

174.07 174.02 173.91 174.07 N/A N/A 174.12**


Table C�4�1


Monitoring


Ground

Elevation

Top of Pipe

Elevation

Depth

Below

Ground

Stickup (m)


MW1s Shale 172.69 173.47 5.40 0.78

MW1d Shale 172.69 173.79 7.48 1.10

MW4s Overburden 187.50 188.32 5.43 0.82

MW4d Overburden 187.50 188.35 10.66 0.85


SGGC1 Overburden 182.50 183.24 9.18 0.74

BA!1s Overburden 193.16 194.16 18.00 1.00

BA!1d Shale 193.24 194.11 23.53 0.87

BA!2s Overburden 191.50 192.26 12.84 0.76

BA!2d Shale 191.80 192.45 25.25 0.65

BA!3 Overburden 189.62 190.46 15.26 0.84

LF2* Shale 175.00 175.74 4.49 0.74

PZ2!LF* Overburden 174.00 175.30 1.35 1.25

Notes:

N/A ! Not available




Feb 2009.

16�Mar�09 15�Apr�09 20�May�09 26�Jun�09 9�Jul�09 24�Aug�09 20�Nov�09

172.66 172.54 172.35 171.46 171.91 172.47 172.09

172.69 172.53 172.35 171.43 171.87 172.45 172.08

186.30 186.41 186.15 185.84 185.96 186.77 186.43

185.93 185.99 186.06 185.77 185.65 185.77 185.95

175.57 175.38 175.22 174.90 175.10 175.35 175.40

182.18 182.12 181.88 181.45 181.57 181.85 181.89

188.95 188.99 188.95 188.75 188.69 188.74 188.91

188.69 188.74 188.70 188.51 188.43 188.49 188.67

189.88 189.83 189.79 189.66 189.60 189.52 189.79

189.10 189.09 189.09 188.90 188.76 188.67 188.94

186.96 187.08 187.02 186.63 186.53 186.41 186.64

N/A N/A 174.24 173.39 173.88 N/A 174.07

N/A N/A 173.94 172.98 173.39 N/A 173.85


Table C�4�1


Monitoring


Ground

Elevation

Top of Pipe

Elevation

Depth

Below

Ground

Stickup (m)


MW1s Shale 172.69 173.47 5.40 0.78

MW1d Shale 172.69 173.79 7.48 1.10

MW4s Overburden 187.50 188.32 5.43 0.82

MW4d Overburden 187.50 188.35 10.66 0.85


SGGC1 Overburden 182.50 183.24 9.18 0.74

BA!1s Overburden 193.16 194.16 18.00 1.00

BA!1d Shale 193.24 194.11 23.53 0.87

BA!2s Overburden 191.50 192.26 12.84 0.76

BA!2d Shale 191.80 192.45 25.25 0.65

BA!3 Overburden 189.62 190.46 15.26 0.84

LF2* Shale 175.00 175.74 4.49 0.74

PZ2!LF* Overburden 174.00 175.30 1.35 1.25

Notes:

N/A ! Not available




Feb 2009.

17�Feb�10 25�May�10 30�Aug�10 22�Nov�10 14�Feb�11 24�May�11 23�Aug�11

171.61 171.93 170.91 172.51 171.71 172.67 171.04

171.59 171.92 170.90 172.49 171.69 172.66 171.03

185.64 186.04 185.63 186.74 185.60 186.69 185.64

185.80 185.72 185.64 185.70 185.68 186.10 185.57

175.26 175.12 174.25 175.51 175.16 175.56 174.53

181.89 181.73 181.43 181.92 182.01 182.63 181.50

188.82 188.71 188.38 188.66 188.69 189.03 188.25

188.58 188.47 188.14 188.44 188.45 188.79 187.99

189.90 189.59 189.37 189.24 189.72 188.77 189.48

189.03 188.80 188.47 188.61 188.85 189.11 188.34

186.67 186.51 186.09 186.44 186.56 187.03 185.76

173.69 173.94 174.36 174.21 173.52 N/A N/A

frozen 173.70 174.00 173.76 frozen N/A N/A


Table C�4�1


Monitoring


Ground

Elevation

Top of Pipe

Elevation

Depth

Below

Ground

Stickup (m)


MW1s Shale 172.69 173.47 5.40 0.78

MW1d Shale 172.69 173.79 7.48 1.10

MW4s Overburden 187.50 188.32 5.43 0.82

MW4d Overburden 187.50 188.35 10.66 0.85


SGGC1 Overburden 182.50 183.24 9.18 0.74

BA!1s Overburden 193.16 194.16 18.00 1.00

BA!1d Shale 193.24 194.11 23.53 0.87

BA!2s Overburden 191.50 192.26 12.84 0.76

BA!2d Shale 191.80 192.45 25.25 0.65

BA!3 Overburden 189.62 190.46 15.26 0.84

LF2* Shale 175.00 175.74 4.49 0.74

PZ2!LF* Overburden 174.00 175.30 1.35 1.25

Notes:

N/A ! Not available




Feb 2009.

22�Nov�11 8�Feb�12 14�May�12 16�Aug�12 14�Nov�12 20�Mar�13 7�May�13

N/A N/A N/A N/A N/A N/A N/A

N/A N/A N/A N/A N/A N/A N/A

186.19 186.70 185.72 185.70 186.51 186.20 186.20

185.86 186.34 185.75 185.32 185.53 185.70 185.93

175.34 175.54 175.17 173.89 175.09 175.50 175.43

182.12 182.53 182.09 181.56 181.52 frozen 182.46

188.70 189.19 188.83 188.18 188.09 189.25 189.07

188.48 188.95 188.60 187.95 187.86 188.98 188.85

189.32 189.96 189.81 189.31 188.80 190.15 189.76

188.49 189.20 189.03 188.41 187.90 189.24 189.04

186.37 187.03 186.83 186.01 185.56 186.89 187.01

174.04 174.58 173.43 171.76 173.04 174.51 174.05

173.86 173.94 173.75 Dry 173.08 173.85 173.86

Groundwater Elevations (masl)

Table C�4�2

Groundwater Elevations � Historical Data (2002 � 2006)

(masl) (masl) (m) (m) 28�May�02 13�Jun�02 18�Jun�02 21�Jun�02 4�Jul�02 5�Jul�02 8�Jul�02 14�Jul�02

SGGC1 Overburden 182.50 183.24 9.18 0.74 N/A N/A N/A N/A N/A N/A N/A N/A

BA�1s Overburden 193.16 193.85 18.31 0.69 N/A 187.69 187.98 187.92 187.78 187.76 187.73 187.65

BA�1d Shale 193.24 193.99 23.65 0.75 N/A 187.72 185.60 184.31 184.26 184.25 184.29 184.25

BA�2s Overburden 192.44 193.05 12.99 0.61 N/A N/A 181.07 181.25 183.49 183.69 183.47 185.91

BA�2d Shale 192.24 192.73 25.41 0.49 N/A N/A 187.97 185.10 187.72 187.57 187.57 187.52

BA�3 Overburden 189.62 190.37 15.35 0.75 186.11 N/A 185.52 185.41 185.31 185.28 185.21 185.17

LF2* Shale 175.00 175.74 4.49 0.74 N/A N/A N/A N/A N/A N/A N/A N/A

PZ2�LF* Overburden 174.00 175.30 1.35 1.25 N/A N/A N/A N/A N/A N/A N/A N/A

Notes:

N/A � Not Available

Source of data for 2002 to 2004 � North Oakville East SWS, NOMI, 2004.

2005�2006 data from Beatty and Associates, 2006.

* Monitoring well external to EIR subcatchment area

Monitoring


Ground

Elevation

Top of

Pipe

Elevation

Stickup Groundwater Elevation (m asl)

2002

Depth

Below

Ground

Table C�4�2



SGGC1 Overburden 182.50 183.24 9.18 0.74

BA�1s Overburden 193.16 193.85 18.31 0.69

BA�1d Shale 193.24 193.99 23.65 0.75

BA�2s Overburden 192.44 193.05 12.99 0.61

BA�2d Shale 192.24 192.73 25.41 0.49

BA�3 Overburden 189.62 190.37 15.35 0.75

LF2* Shale 175.00 175.74 4.49 0.74

PZ2�LF* Overburden 174.00 175.30 1.35 1.25

Notes:





Monitoring


Ground

Elevation

Top of

Pipe

Elevation

Stickup

Depth

Below

Ground

7�Aug�02 9�Sep�02 11�Oct�02 7�Nov�02 10�Dec�02 29�Jan�03 19�Feb�03 25�Mar�03

N/A N/A N/A N/A N/A N/A N/A N/A

187.35 186.64 186.43 186.22 186.15 186.21 186.21 186.13

187.21 186.48 186.27 186.07 185.99 186.03 186.04 185.97

184.00 188.23 188.97 188.91 188.59 188.16 188.59 186.70

187.14 186.92 186.68 186.30 186.11 185.97 186.67 186.64

184.88 184.25 183.79 183.76 183.70 183.66 183.70 183.62



2002

Groundwater Elevation (m asl)

2003

Table C�4�2



SGGC1 Overburden 182.50 183.24 9.18 0.74

BA�1s Overburden 193.16 193.85 18.31 0.69

BA�1d Shale 193.24 193.99 23.65 0.75

BA�2s Overburden 192.44 193.05 12.99 0.61

BA�2d Shale 192.24 192.73 25.41 0.49

BA�3 Overburden 189.62 190.37 15.35 0.75

LF2* Shale 175.00 175.74 4.49 0.74

PZ2�LF* Overburden 174.00 175.30 1.35 1.25

Notes:





Monitoring


Ground

Elevation

Top of

Pipe

Elevation

Stickup

Depth

Below

Ground

11�Apr�03 4�Jun�03 24�Jun�03 28�Jul�03 22�Aug�03 25�Sep�03 22�Oct�03 25�Nov�03 30�Dec�03

N/A N/A N/A N/A N/A N/A N/A N/A N/A

186.37 187.15 187.39 187.37 187.33 187.25 187.25 187.41 187.87

186.22 187.00 187.24 187.19 187.16 187.09 187.11 187.28 187.70

187.63 189.00 189.28 189.52 189.58 189.59 189.63 189.85 190.17

186.81 187.58 187.82 187.90 187.88 187.91 187.98 188.28 188.58

183.87 184.79 185.06 184.84 184.87 184.79 184.96 184.84 185.37



2003


Table C�4�2



SGGC1 Overburden 182.50 183.24 9.18 0.74

BA�1s Overburden 193.16 193.85 18.31 0.69

BA�1d Shale 193.24 193.99 23.65 0.75

BA�2s Overburden 192.44 193.05 12.99 0.61

BA�2d Shale 192.24 192.73 25.41 0.49

BA�3 Overburden 189.62 190.37 15.35 0.75

LF2* Shale 175.00 175.74 4.49 0.74

PZ2�LF* Overburden 174.00 175.30 1.35 1.25

Notes:





Monitoring


Ground

Elevation

Top of

Pipe

Elevation

Stickup

Depth

Below

Ground

28�Jan�04 26�Feb�04 23�Mar�04 16�Apr�04 11�May�04 25�Aug�05 21�Sep�05 30�Dec�05 21�Mar�06 19�Jun�06

N/A N/A N/A N/A N/A 179.15 180.38 180.87 181.23 181.71

188.06 187.93 187.98 188.11 188.16 N/A 186.58 187.52 188.03 188.21

187.86 187.71 187.76 187.89 187.93 N/A � 187.39 187.93 188.12

190.31 190.32 190.27 190.29 190.32 N/A 189.13 188.94 190.01 190.26

188.76 188.68 188.71 188.86 188.96 N/A 187.04 187.84 188.74 188.91

185.60 185.70 185.91 N/A 186.17 N/A 184.06 185.15 186.03 186.23

N/A N/A N/A N/A N/A 172.17 171.98 174.65 174.68 174.14

N/A N/A N/A N/A N/A N/A dry 173.96 174.02 173.79


2005 20062004

Figure C-4-1Groundwater Elevations and Precipitation - MW1 s/d

150

155

160

165

170

175

180

185

190

0

20

40

60

80

100

120

140

160

180

200

Ele

vatio

n (m

asl

)

Date

Dai

ly P

reci

pita

tion,

Pea

rson

Int'l

Airp

ort (

mm

)

Daily Precipitation (mm) MW1 (Ground Surface) MW1s (Automatic Water Levels)

MW1s (Manual Water Level Readings) MW1d (Manual Water Level Readings) MW1d (Automatic Water Levels)

MW1s - Bottom of Well Elevation 167.29 m aslMW1d - Bottom of Well Elevation 165.21 m asl

Both Removed Aug 2011

Figure C42

Groundwater Elevation and Precipitation MW4 s/d

165

170

175

180

185

190

195

200

0

20

40

60

80

100

120

140

160

180

200

Ele

vati

on

(m

asl)

Date

Daily P

recip

itati

on

, R

BG

Ham

ilto

n (

mm

)

Daily Precipitation (mm) MW4 (Ground Surface) MW4d (Automatic Water Levels)

MW4d (Manual Water Level Readings) MW4s (Automatic Water Levels) MW4s (Manual Water Level Readings)

MW4s ( Bottom of Well Elevation 178.62 m aslMW4d ( Bottom of Well Elevation 167.93 m asl

Sampling of well

K(tests

Figure C43

Groundwater Elevations and Precipitation MW5

150

155

160

165

170

175

180

185

190

0

20

40

60

80

100

120

140

160

180

200

Ele

vati

on

(m

asl)

Date

Daily P

recip

itati

on

, P

ears

on

In

t'l A

irp

ort

(m

m)

Daily Precipitation (mm) MW5 (Ground Surface) MW5 (Automatic Water Levels) MW5 (Manual Water Level Readings)

MW5 ( Bottom of Well Elevation 169.87 m asl

Figure C44

Groundwater Elevations and Precipitation SGGC1

150

155

160

165

170

175

180

185

190

0

20

40

60

80

100

120

140

160

180

200

Ele

vati

on

(m

asl)

Date

Daily P

recip

itati

on

, P

ears

on

In

t'l A

irp

ort

(m

m)

Daily Precipitation (mm) SGGC1 (Ground Surface)

SGGC1 (Automatic Water Levels) SGGC1 (Manual Water Level Readings)

SGGC1 ) Bottom of Well Elevation 173.32 m asl

Figure C45

Groundwater Elevation BA1 s/d

160

165

170

175

180

185

190

195

200

Ele

vati

on

(m

asl)

Date

BA�1s Water Levels BA�1 Ground Surface BA�1s Bottom of Well BA�1d Water Levels BA�1d Bottom of Well

Figure C46

Groundwater Elevations BA2 s/d

160

165

170

175

180

185

190

195

200

Ele

vati

on

(m

asl)

Date

BA�2s Water Levels BA�2 Ground Surface BA�2s Bottom of Well BA�2d Water Levels BA�2d Bottom of Well

Figure C47

Groundwater Elevations BA3

160

165

170

175

180

185

190

195

200

Ele

vati

on

(m

asl)

Date

BA�3 Water Levels BA�3 Ground Surface BA�3 Bottom of Well

Figure C48

Groundwater Elevations LF2

160

165

170

175

180

185

190

195

200

Ele

va

tio

n (

m a

sl)

Date

LF2 Water Levels LF2 Ground Surface LF2 Bottom of Well

Figure C49

Groundwater Elevations PZ2LF

160

165

170

175

180

185

190

195

200

Ele

va

tio

n (

m a

sl)

Date

PZ2�LF Water Levels PZ2�LF Ground Surface PZ2�LF Bottom of Well

APPENDIX C-5 ____________________________________

Surface Water Monitoring

Table C�5�1

Surface Water Flow Monitoring

Stations

Monitoring Station Culvert Size

Location Type (cm) Nov 13/07 Jan 17/08 Feb 21/08 Mar 24/08 April 24/08 May 23/08 June 23/08 July 28/08 Aug 19/08 Sept 17/08 Oct 22/08 Nov 14/08 Dec 16/08

MW�S1 CSP � oval 79 x 41 Dry Dry 42.6 24.7 0.6 <0.5 11.4 <0.5 40.7 0.6 0 6.9 34.2

MW�S2 concrete box 250 x 68 Dry Frozen Frozen <0.5 <0.5 Dry 7.9 <0.5 43.3 <0.5 0 0 <0.5

Upper West Morrison Creek

MW�B1 CSP 46 Dry 0 FrozenSnow

Covered0 0 0 0 0 0 0 0 Frozen

MW�B2 CSP 46 Dry Dry <0.5Snow

CoveredDry 0 0 0 0 0 0 0 <0.5

MW�B3 CSP 41 Dry Dry FrozenSnow

CoveredDry 0 0 0 <0.5 0 0 0 Frozen

MW�B4 CSP 46 Dry <0.5 FrozenSnow

CoveredN/A N/A Dry 0 0 0 Dry 0 N/A

MW�B5 CSP 46 Dry <0.5 Frozen 2.7 0 Dry 0 0 0 0 0 0 <0.5

MW�B6 CSP � oval 119 x 79 Dry <0.5 Frozen 3.9 0 0 <0.5 0 <0.5 0 0 <0.5 <0.5

MW�S3 CSP 61 Dry <0.5 Frozen 0 Dry Dry 0 0 0 0 Dry 0 <0.5

MW�S4 CSP 61 Dry <0.5 <0.5 <0.5 Dry Dry 0 0 <0.5 Dry Dry 0 Frozen

MW�S5 CSP 61 Dry <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0 0 <0.5

Notes:

N/A � Data not available

Lower West Morrison Creek

Flow (L/s)

When flow was observed but too low to measure,

flow was reported as < 0.5 L/s

A reported flow of 0.0 L/s, indicates that culvert had

stagnant water pooled in it.

Data collected previous to October 2008 from other

study Lower West Morrison Creek EIR/FSS, Feb

2009.

Table C�5�1


Stations


Location Type (cm)

MW�S1 CSP � oval 79 x 41

MW�S2 concrete box 250 x 68


MW�B1 CSP 46

MW�B2 CSP 46

MW�B3 CSP 41

MW�B4 CSP 46

MW�B5 CSP 46

MW�B6 CSP � oval 119 x 79

MW�S3 CSP 61

MW�S4 CSP 61

MW�S5 CSP 61

Notes:









2009.

Jan 22/09 Feb 24/09 Mar 16/09 Apr 15/09 May 15/09 June 26/09 July 9/09 Aug 24/09 Oct 20/09 Nov 20/09

~2�3 0.5 ~5�7 2.2 2.9 N/A 0 4.1 0 15.5

Frozen Frozen 0.1 0.4 0.0 N/A Dry <0.5 Dry 0

Snow

CoveredFrozen <0.5 Dry Dry 0 Dry Dry 0 0.4

Snow

CoveredFrozen ~1 Dry Dry Dry Dry 0 0 0

Snow

CoveredFrozen <0.5 0 0 0 Dry 0 0 <0.5

Snow

CoveredFrozen <0.5 0 0 Dry Dry 0 N/A 0

Snow

CoveredFrozen <0.5 <0.5 0 Dry 0 0 N/A 1.08

Snow

CoveredFrozen <0.5 0 0 0 0 <0.5 N/A 1.25

Snow

CoveredFrozen <0.5 Dry Dry Dry Dry Dry 0.0 0

Snow

CoveredFrozen <0.5 0 0 Dry Dry Dry Dry Dry

<0.5 <0.5 0.5 0 <0.5 0 0 <0.5 <0.5 1.06

Flow (L/s)

Table C�5�1


Stations


Location Type (cm)




MW�B1 CSP 46

MW�B2 CSP 46

MW�B3 CSP 41

MW�B4 CSP 46

MW�B5 CSP 46


MW�S3 CSP 61

MW�S4 CSP 61

MW�S5 CSP 61

Notes:









2009.

Feb 17/10 May 25/10 Aug 30/10 Nov 22/10 Feb 14/11 May 24/11 Aug 23/11 Nov 22/11

Snow Covered 0.0 Dry 14 Snow Covered 6.85 Dry 1.9

Snow Covered Dry Dry 0 Snow Covered 1.16 0 0

Snow Covered Dry Dry 0 Snow Covered 0 Dry 0


Snow Covered 0 Dry 0 Snow Covered 0 Dry Dry

Snow Covered 0 Dry 0 Snow Covered 0 Dry Dry


Snow Covered Dry Dry 1 Snow Covered 0 Dry Dry

Snow Covered Dry Dry <1 Snow Covered 0 0 0

Snow Covered Dry Dry 0 Snow Covered 0 Dry Dry

Snow Covered <1 <2 2 <1 0 <0.5 1.2

Flow (L/s)

Table C�5�1


Stations


Location Type (cm)




MW�B1 CSP 46

MW�B2 CSP 46

MW�B3 CSP 41

MW�B4 CSP 46

MW�B5 CSP 46


MW�S3 CSP 61

MW�S4 CSP 61

MW�S5 CSP 61

Notes:









2009.

Feb 8/12 May 14/12 Aug 16/12 Nov 14/12 Mar 20/13 May 7/13

1.8 Dry Dry 2.8 Frozen <0.5

Frozen Dry Dry 0 Frozen <0.5

Frozen Dry Dry Dry Frozen dry

0 Dry Dry Dry Frozen dry

<0.5 Dry Dry Dry Frozen dry

N/A

road workDry Dry Dry Frozen dry



0 Dry Dry Dry Frozen <1

Dry Dry Dry 0 Frozen 0.0

<0.5 Dry <0.5 <0.5 Frozen <1

Flow (L/s)

Table C�5�2


Stations � Historical Data (2001�2006)

Monitoring

Location 8�Aug�01 21�Nov�01 20�Dec�01 17�Jan�02 16�Apr�02 23�Apr�02 24�May�02 10�Jun�02 3�Jul�02 7�Aug�02 9�Sep�02 11�Oct�02 7�Nov�02 10�Dec�02


MW�S1 Dry N/A N/A 0 140 <0.5 N/A N/A Dry Dry Dry Dry Dry Dry

MW�S2 Dry 0 0 Frozen 50 <0.5 0 N/A 0 Dry Dry 0 0 Frozen


MW�B1 Dry Dry N/A Frozen <0.5 <0.5 0 Dry Dry Dry Dry Dry Dry Dry

MW�B2 Dry Dry 0 Frozen <0.5 <0.5 0 Dry Dry Dry Dry Dry Dry Dry

MW�B3 Dry Dry <0.1 <0.5 0 0 0 Dry 0 Dry Dry Dry Dry Dry

MW�B4 Dry N/A 0 <0.5 <0.5 <0.5 0 Dry Dry Dry Dry Dry Dry Frozen

MW�B5 Dry Dry 1 <0.5 <0.5 <0.5 <0.5 0 Dry Dry Dry Dry Dry Frozen

MW�B6 Dry Dry 1 1 1 <0.5 Dry 0 0 Dry Dry Dry Dry Dry

MW�S3 2 0 2 <0.5 140 0 0 N/A N/A 0 0 <0.5 Dry Frozen

MW�S4 N/A 15 0 Frozen <0.5 0 N/A N/A N/A 0 0 0 0 Frozen

MW�S5 0 15 2 to 4 1 12 4 to 7.5 N/A N/A N/A 0 <0.5 18 11 16

Notes:

When flow was observed but too low

to measure, flow was estimated as

<0.5 L/s.


A reported flow of 0.0 L/s, indicates

that culvert had stagnant water

pooled in it.

Source of data for 2001 to 2004 �

North Oakville East SWS, NOMI,

2004

Source of 2005,2006 data, Beatty

and Associates, 2006.

Flow Estimates (L/s)

Table C�5�2



Monitoring

Location


MW�S1

MW�S2


MW�B1

MW�B2

MW�B3

MW�B4

MW�B5

MW�B6

MW�S3

MW�S4

MW�S5

Notes:



<0.5 L/s.




pooled in it.



2004



29�Jan�03 19�Feb�03 25�Mar�03 11�Apr�03 4�Jun�03 24�Jun�03 28�Jul�03 22�Aug�03 26�Sep�03 22�Oct�03 24�Nov�03 30�Dec�03 28�Jan�04 24�Mar�04

Dry Dry 7 3 11 Dry Dry Dry Dry Dry 0 28Snow

Covered2

Frozen Frozen 110 33 0 0 0 Dry 0 0 0 1376Snow

Covered36

Frozen Frozen <0.5 45 0 Dry Dry Dry Dry Dry 0 11Snow

Covered

Snow

Covered

Dry Frozen 0 36 0 Dry Dry Dry Dry 0 0 <0.5Snow

Covered

Snow

Covered

Dry Frozen 0 8 0 Dry Dry Dry Dry 0 0 <0.5Snow

Covered6

Frozen Dry <0.5 77 <0.5 0 Dry Dry Dry 0 0 33Snow

CoveredFrozen

Dry Dry 1 25 <0.5 Dry Dry Dry Dry Dry 5 55Snow

Covered

Snow

Covered

Dry Dry 33 102 <0.5 0 Dry Dry 0 <0.5 <0.5 97Snow

Covered<0.5

Frozen Frozen 8 <0.5 0 <0.5 <0.5 Dry <0.5 0 N/A 9Snow

Covered0

Frozen Frozen 2 2 0 0 <0.5 0 0 0 0 0Snow

Covered0

6 31 9 8 9 18 1 10 N/A 13 7 18 1 6


Table C�5�2



Monitoring

Location


MW�S1

MW�S2


MW�B1

MW�B2

MW�B3

MW�B4

MW�B5

MW�B6

MW�S3

MW�S4

MW�S5

Notes:



<0.5 L/s.




pooled in it.



2004



16�Apr�04 12�May�04 29�Jul�04 30�Aug�04 28�Sep�04 26�Oct�04 10�Jun�05 26�Sep�05 29�Dec�05 17�Mar�06 19�Jun�06

Dry N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A

N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A






<0.5 <0.5 0 0 Dry Dry Dry Dry 20 <0.5 Dry





Table C�5�3


Staff Gauges

28�May�02 5�Jul�02 7�Aug�02 9�Sep�02 11�Oct�02 7�Nov�02 10�Dec�02 29�Jan�03 19�Feb�03


SG7 193.18 192.23 192.51 � 192.24 Dry Dry Dry Dry Dry Dry

SG8 192.31 191.44 191.71 191.55 Dry Dry Dry Dry Dry Dry Dry

SG9 192.80 191.80 191.99 Dry Dry Dry Dry Dry Dry Dry Dry

SG10 192.94 192.00 192.04 Dry Dry Dry Dry Dry Dry Dry Dry

Notes:

(�) indicates the no available data

Pre 2008 data from North Oakville

East SWS, NOMI, 2004

D = Destroyed, as of 2008 site

survey the staff gauge is no longer

there.

20032002

Ground

Elevation

(masl)

The water elevation was recorded

as greater than ground elevation

when standing water was present

but not measurable on staff gauge.

Surface Water Elevations (masl)Staff

Gauge

Measuring

Point

Elevation

(masl)

Table C�5�3


Staff Gauges


SG7 193.18 192.23

SG8 192.31 191.44

SG9 192.80 191.80

SG10 192.94 192.00

Notes:






there.

Ground

Elevation

(masl)





Staff

Gauge

Measuring

Point

Elevation

(masl) 25�Mar�03 11�Apr�03 4�Jun�03 24�Jun�03 28�Jul�03 22�Aug�03 25�Sep�03 22�Oct�03 24�Nov�03 30�Dec�03

192.58 192.60 192.58 192.49 192.27 � Dry Dry 192.53 192.47

191.77 191.77 191.72 191.64 191.43 Dry Dry � � �

192.09 192.09 192.06 191.96 191.80 Dry 191.91 192.01 192.02 192.02

192.24 192.29 192.20 192.08 192.03 Dry Dry Dry 192.18 192.19

Surface Water Elevations (masl)

2003

Table C�5�3


Staff Gauges


SG7 193.18 192.23

SG8 192.31 191.44

SG9 192.80 191.80

SG10 192.94 192.00

Notes:






there.

Ground

Elevation

(masl)





Staff

Gauge

Measuring

Point

Elevation

(masl) 28�Jan�04 26�Feb�04 24�Mar�04 16�Apr�04 12�May�04 21�Sep�05 30�Dec�05 21�Mar�06 19�Jun�06

Frozen 192.76 192.73 � 192.73 � � � �

Frozen Frozen Frozen � � � � � �

Frozen Frozen Frozen 192.00 192.00 191.80 192.40 198.50 191.90

Frozen Frozen Frozen 192.18 192.18 191.80 192.47 198.65 191.90

2004 2005 2006


Table C�5�3


Staff Gauges


SG7 193.18 192.23

SG8 192.31 191.44

SG9 192.80 191.80

SG10 192.94 192.00

Notes:






there.

Ground

Elevation

(masl)





Staff

Gauge

Measuring

Point

Elevation

(masl) 22�Oct�08 14�Nov�08 16�Dec�08 6�Jan�09 24�Feb�09 16�Mar�09 15�Apr�09 15�May�09 26�Jun�09 9�Jul�09 24�Aug�09 20�Nov�09

192.72 192.70 192.85 Frozen Frozen 192.90 192.86 192.83 Dry Dry � �

D D D D D D D D D D D D

� 192.13 Frozen Frozen Frozen 192.16 192.03 192.01 Dry 191.85 192.05 192.10

� 192.19 Frozen Frozen Frozen 192.23 192.23 Dry Dry Dry 191.94 192.20

2008


2009

Table C�5�3


Staff Gauges


SG7 193.18 192.23

SG8 192.31 191.44

SG9 192.80 191.80

SG10 192.94 192.00

Notes:






there.

Ground

Elevation

(masl)





Staff

Gauge

Measuring

Point

Elevation

(masl) 17�Feb�10 25�May�10 30�Aug�10 22�Nov�10 14�Feb�11 24�May�11 23�Aug�11 22�Nov�11

Frozen Dry Dry 192.523 Frozen 192.85 Dry 192.79

D D D D D D D D

Frozen Dry Dry 192.11 Frozen 192 Dry 192.08

Frozen Dry Dry 192.34 Frozen � Dry Fallen

2010 2011


Table C�5�3


Staff Gauges


SG7 193.18 192.23

SG8 192.31 191.44

SG9 192.80 191.80

SG10 192.94 192.00

Notes:






there.

Ground

Elevation

(masl)





Staff

Gauge

Measuring

Point

Elevation

(masl) 8�Feb�12 14�May�12 16�Aug�12 14�Nov�12 20�Mar�13 7�May�13

Frozen 192.62 Dry 192.825 Frozen 192.83

D D D D D D

Frozen Dry Dry 192.04 Frozen 191.92

Frozen Dry Dry 192.255 Frozen 192.9

20132012


APPENDIX C-6 ____________________________________

Water Quality

Table C�6�1

Groundwater Quality

BA�1s BA�1d BA�2s MW4s MW4d

23�Jul�02 23�Jul�02 23�Jul�02 14�Nov�08 14�Nov�08

Parameter RDL MDL* ODWQS Units

Electrical Conductivity 2 �S/cm 530 590 910 2360 2010

pH 6.5�8.5 8.4 8.2 7.92 7.78 8.00

pH of saturation 7.89 7.58 7.48 6.18 6.67

Langelier Saturation Index 0.51 0.62 0.44 1.60 1.33

Total Dissolved Solids 20 500 mg/L 330 390 630 1700 1620

% Difference/ Ion Balance 0.1 % � � � 4.90 1.60

Alkalinity (as CaCO3) 5 1 30�500 mg/L 270 230 150 413 189

Bicarbonate (as CaCO3) 5 1 mg/L 260 230 150 413 189

Carbonate (as CaCO3) 5 1 mg/L 6.2 3.4 1.2 <5 <5

Hydroxide (as CaCO3) 5 mg/L � � � <5 <5

Fluoride 0.05 0.03 1.5 mg/L 0.52 0.36 0.31 0.06 0.12

Chloride 0.1 0.05 250 mg/L 6.2 19 7.3 210 73

Bromide 0.05 0.10 mg/L 0.15 0.19 0.21 <0.05 <0.05

Nitrate (as N) 0.05 0.05 10 mg/L <0.05 <0.5 <0.05 <0.05 <0.05

Nitrite (as N) 0.05 0.01 1 mg/L <0.01 0.035 <0.01 0.15 <0.05

Sulphate 0.1 0.1 500 mg/L 56 97 350 598 840

ortho�Phosphate (as P) 0.1 0.5 mg/L <0.5 <0.5 <0.5 <0.10 <0.10

Total Phosphorus 0.05 0.06 mg/L <0.5 <0.5 <0.5 2.37 0.13

Ammonia (as N) 0.02 0.02 mg/L 0.59 0.77 0.46 0.04 0.23

Total Organic Carbon 0.5 0.2 mg/L 1.3 1.8 10 24.0 10.4

Reactive Silica 0.05 mg/L � � � 16.5 10.9

Colour 5 5 TCU � � � 40 32

Turbidity 0.5 5 NTU � � � 9.5 2.6

Total Hardness (as CaCO3) 10 1 80�100 mg/L 180 170 330 1290 895

Calcium 0.05 0.2 mg/L 15 35 71 236 187

Magnesium 0.05 0.4 mg/L 35 19 37 169 104

Iron 0.01 0.01 0.30 mg/L <0.01 <0.01 0.013 0.02 2.31

Sodium 0.05 0.1 200 mg/L 45 72 64 74 131

Potassium 0.05 1 mg/L 13 7.8 15 19.4 18.8

Aluminum 0.004 0.015 0.10 mg/L 0.018 0.023 0.024 0.01 0.01

Arsenic 0.003 0.005 0.025 mg/L <0.005 <0.005 <0.005 <0.003 <0.003

Barium 0.002 1.00 mg/L � � � 0.01 0.02

Boron 0.01 0.2 5.00 mg/L 0.71 1.30 0.93 0.25 0.97

Cadmium 0.002 0.0002 0.005 mg/L <0.0002 <0.0002 <0.0002 <0.0001 <0.0001

Chromium 0.003 0.002 0.05 mg/L <0.002 <0.002 <0.002 <0.003 <0.003

Copper 0.003 0.001 1.00 mg/L <0.001 <0.001 0.003 0.003 <0.003

Lead 0.002 0.005 0.01 mg/L <0.005 <0.005 <0.005 <0.002 <0.002

Manganese 0.002 0.05 mg/L � � � 1.03 0.35

Mercury 0.0001 mg/L � � � <0.0001 <0.0001

Molybdenum 0.002 0.040 mg/L <0.04 <0.04 0.054 0.02 0.04

Nickel 0.003 0.025 mg/L <0.025 <0.025 <0.025 0.012 0.004

Selenium 0.004 0.100 0.01 mg/L <0.1 <0.1 <0.1 <0.004 0.004

Silver 0.002 0.0001 mg/L <0.0001 <0.0001 <0.0001 <0.0001 <0.0001

Strontium 0.005 mg/L � � � 2.73 7.01

Thallium 0.006 0.0003 mg/L <0.0003 <0.0004 <0.0005 <0.0003 <0.0003

Titanium 0.002 mg/L � � � 0.016 0.021

Uranium 0.002 0.005 0.02 mg/L <0.005 <0.005 0.006 0.017 0.009

Vanadium 0.002 0.006 mg/L <0.006 <0.006 <0.006 0.002 <0.002

Zinc 0.005 0.02 5 mg/L <0.02 <0.02 <0.02 0.02 0.01

Notes:

RDL = Reported Detection Limit MDL* = Method Detection Limit (2002 Samples)

ODWQS = Ontario Drinking Water Quality Standards, Objectives and Guidelines, 2008

Bold indicates exceedence of ODWQS

� data not available

Source of data for 2008 data � R.J.Burnside and Associates � EIR Studies

Date

Observation Wells

Source of data for 2002 samples � North Oakville East SWS, NOMI, 2004

Table C�6�2

Water Quality

Field Measurements

Groundwater

Monitoring

Location

DateTemperature

(°C)

Conductivity

($S/cm)

Total Dissolved

Solids

(mg/L)

pH

MW4d 14�Nov�08 12.33 1555 1332 8.1

Surface Water

Monitoring

Location

Date Temperature (°C)Conductivity

($S/cm)

Total Dissolved

Solids (mg/L) pH

MW�D3 17�Jan�08 1.5 590 N/A 6.4

MW�D3 21�Feb�08 0.0 616 N/A 7.6

MW�D3 22�Apr�08 14.7 855 695 6.4

MW�D3 23�May�08 11.6 957 836 7.3

MW�D3 23�Jun�08 16.3 604 409 7.6

MW�D3 31�Jul�08 20.0 965 693 7.6

MW�D3 19�Aug�08 17.5 428 325 6.9

MW�D3 17�Sep�08 13.4 734 613 7.9

MW�D3 22�Oct�08 10.5 1265 632 7.0

MW�D3 20�Nov�08 1.9 999 515 6.9

MW�D3 15�Apr�09 5.4 952 475 7.4

MW�D3 15�May�09 13.4 931 711 7.0

MW�D3 24�Aug�09 17.8 790 400 6.9

MW�D3 25�May�10 15.1 1584 975 7.3

MW�D3 22�Nov�10 9.3 540 352 8.1

MW�D3 22�Nov�11 4.6 734 477 8.7

MW�D3 8�Feb�12 0.8 774 502 9.2

MW�S1 21�Feb�08 0.2 593 N/A 7.0

MW�S1 25�Apr�08 7.7 1134 1102 7.0

MW�S1 23�May�08 15.0 1617 1265 8.3

MW�S1 23�Jun�08 21.0 639 449 8.2

MW�S1 31�Jul�08 22.1 410 282 7.8

MW�S1 19�Aug�08 21.2 456 319 7.2

MW�S1 20�Nov�08 2.2 798 400 6.9

MW�S1 22�Jan�09 1.8 137 84 7.4

MW�S1 15�Apr�09 5.3 1084 544 7.2

MW�S1 15�May�09 13.4 942 787 7.5

MW�S1 24�Aug�09 18.6 790 400 7.0

MW�S1 22�Nov�10 9.1 473 308 8.2

MW�S1 22�Nov�11 2.6 630 410 8.4

MW�S1 8�Feb�12 0.2 703 457 9.2

MW�S2 22�Apr�08 23.5 926 620 7.9

MW�S2 23�Jun�08 22.2 607 416 8.5

MW�S2 19�Aug�08 22.1 455 314 7.2

MW�S2 16�Mar�09 10.1 583 291 7.7

MW�S2 15�Apr�09 4.8 856 431 7.7

Notes:

N/A � data not available

Surface water quality data was only measured when water was visibly flowing.

Pre 2008 data from North Oakville East SWS, NOMI, 2004.


Table C�6�2

Water Quality

Field Measurements

Surface Water

Monitoring

Location

Date Temperature (°C)Conductivity

($S/cm)

Total Dissolved

Solids (mg/L) pH


MW�S3 3�May�02 8.2 500 N/A 8.6

MW�S3 11�Apr�03 15.2 800 N/A 8.4

MW�S3 25�Sep�03 15.8 400 N/A 8.5

MW�S3 16�Apr�04 13.7 500 N/A 8.4

MW�S3 17�Sep�08 16.8 930 688 7.8

MW�S3 16�Mar�09 7.2 950 471 7.7

MW�S3 22�Nov�10 9.1 592 385 8.5

MW�S4 11�Apr�03 11.1 400 N/A 8.2

MW�S4 16�Apr�04 6.3 500 N/A 8.2

MW�S4 16�Mar�09 5.5 796 393 6.9

MW�S5 3�May�02 8.7 400 N/A 8.7

MW�S5 28�May�02 12.3 200 N/A 8.6

MW�S5 11�Apr�03 9.3 400 N/A 8.6

MW�S5 25�Sep�03 15.1 300 N/A 8.5

MW�S5 16�Apr�04 8.2 500 N/A 8.3

MW�S5 16�Mar�09 8.4 978 489 7.9

MW�S5 15�May�09 14.4 418 341 8.2

MW�S5 24�Aug�09 17.1 620 310 7.2

MW�S5 20�Nov�09 7.7 848 554 9.4

MW�S5 25�May�10 23.9 427 218 8.6

MW�S5 22�Nov�10 9.3 669 435 8.6

MW�S5 22�Nov�11 9.2 373 242 8.8

MW�S5 8�Feb�12 0.6 677 440 9.1

MW�B1 11�Apr�03 1.6 100 N/A 8.6

MW�B1 20�Nov�09 8.5 590 383 9.3

MW�B2 11�Apr�03 1.3 100 N/A 8.6

MW�B2 16�Mar�09 13.8 304 152 7.7

MW�B3 11�Apr�03 2.5 300 N/A 8.6

MW�B3 16�Mar�09 13.1 551 273 7.9

MW�B4 11�Apr�03 0.5 600 N/A 8.3

MW�B5 11�Apr�03 0.9 400 N/A 8.4

MW�B5 16�Mar�09 6.1 450 225 7.5

MW�B5 20�Nov�09 8.0 599 389 9.2

MW�B5 22�Nov�10 8.7 367 239 8.5

MW�B6 3�May�02 12.2 600 N/A 8.3

MW�B6 11�Apr�03 0.3 400 N/A 8.5

MW�B6 16�Mar�09 5.0 1001 497 7.6

MW�B6 24�Aug�09 19.9 1120 550 7.2

MW�B6 20�Nov�09 8.1 663 431 9.1

MW�B6 22�Nov�10 8.5 504 325 8.4

Notes:

N/A � data not available

Surface water quality data was only measured when water was visibly flowing.

Pre 2008 data from North Oakville East SWS, NOMI, 2004.

Table C�6�3

Surface Water Quality

Surface Station MW�B1 MW�B6* MW�B6 MW�S3* MW�S5*

3�Dec�08 3�May�02 3�Dec�08 3�May�02 3�May�02

Parameter RDL MDL* PWQO Units

Electrical Conductivity 2 �S/cm 1400 810 607 650 550

pH 6.8�8.5 8.15 8.11 8.16 8.04 8.11

pH of saturation 7.11 7.17 6.86 7.54 7.64

Langelier Saturation Index 1.04 0.94 1.30 0.50 0.47

Total Dissolved Solids 20 � mg/L 768 470 92 360 300

% Difference/ Ion Balance 0.1 � % 0.2 � 4.7 � �

Alkalinity (as CaCO3) 5 1 mg/L 196 250 252 150 140

Bicarbonate (as CaCO3) 5 1 mg/L 196 240 252 150 140

Carbonate (as CaCO3) 5 1 mg/L <5 3 <5 2 2

Hydroxide (as CaCO3) 5 � mg/L <5 � <5 � �

Fluoride 0.05 0.03 mg/L 0.14 0.18 <0.05 0.31 0.37

Chloride 0.10 0.05 mg/L 309 66 20 79 65

Bromide 0.05 0.1 mg/L <0.05 0.13 <0.05 <0.1 <0.1

Nitrate (as N) 0.05 0.05 mg/L 1.71 0.05 <0.05 1.50 0.60

Nitrite (as N) 0.05 0.01 mg/L <0.05 <0.01 <0.05 <0.01 <0.01

Sulphate 0.10 0.10 mg/L 55 89 51 55 43

ortho�Phosphate (as P) 0.10 0.50 mg/L <0.10 <0.5 <0.10 <0.5 <0.5

Total Phosphorus 0.05 0.06 0.02 mg/L 0.04 0.08 0.09 0.11 <0.06

Ammonia (as N) 0.02 0.02 mg/L <0.02 0.03 <0.02 0.02 0.02

Total Organic Carbon 0.5 0.2 mg/L 8.3 9.9 16.1 6.2 4.7

Reactive Silica 0.05 mg/L 5.09 � 7.32 � �

Colour 5 TCU 40 � 65 � �

Turbidity 0.5 NTU 20 � 55 � �

Total Hardness (as CaCO3) 10 1 mg/L 308 310 320 200 180

Calcium 0.05 0.2 mg/L 91 87 87 58 51

Magnesium 0.05 0.4 mg/L 20 23 25 14 12

Iron 0.01 0.01 0.30 mg/L <0.01 0.65 0.02 0.84 0.63

Sodium 0.05 0.1 20 mg/L 175 48 15 57 43

Potassium 0.05 1 mg/L 2.9 3.9 9.8 3.1 2.3

Aluminum 0.004 0.015 0.075 mg/L <0.030 0.45 <0.030 0.60 0.44

Arsenic 0.003 0.005 0.100 mg/L <0.003 <0.005 <0.003 <0.005 <0.005

Barium 0.002 mg/L 0.035 � 0.031 � �

Boron 0.010 0.200 0.200 mg/L 0.010 <0.2 0.028 <0.2 <0.2

Cadmium 0.002 0.0002 0.0005 mg/L <0.0001 <0.0002 <0.0001 <0.0002 <0.0002

Chromium 0.003 0.002 0.001 mg/L 0.004 <0.002 0.004 <0.002 <0.002

Copper 0.003 0.001 0.005 mg/L 0.003 0.001 0.005 0.001 0.002

Lead 0.002 0.005 0.025 mg/L <0.001 <0.005 <0.001 <0.005 <0.005

Manganese 0.002 mg/L 0.009 � 0.024 � �

Mercury 0.0001 0.0002 mg/L <0.0001 � <0.0001 � �

Molybdenum 0.002 0.04 0.040 mg/L <0.001 <0.04 <0.001 <0.04 <0.04

Nickel 0.003 0.025 0.025 mg/L <0.003 <0.025 <0.003 <0.025 <0.025

Selenium 0.004 0.1 0.100 mg/L <0.004 <0.1 <0.004 <0.1 <0.1

Silver 0.002 0.0001 0.0001 mg/L <0.0001 <0.0001 <0.0001 <0.0001 <0.0001

Strontium 0.005 mg/L 0.296 � 0.305 � �

Thallium 0.006 0.0003 0.0003 mg/L <0.0003 <0.0003 <0.0003 <0.0003 <0.0003

Titanium 0.002 mg/L 0.003 � 0.003 � �

Uranium 0.002 0.005 0.005 mg/L <0.002 <0.005 <0.002 <0.005 <0.005

Vanadium 0.002 0.006 0.006 mg/L 0.003 <0.006 0.002 <0.006 <0.006

Zinc 0.005 0.02 0.030 mg/L <0.005 <0.02 <0.005 <0.02 <0.02

Notes:

� data not available

RDL = Reported Detection Limit (Samples collected in 2008)

MDL = Method Detection Limit (Samples collected in 2002)

PWQO = Provincial Water Quality Objectives

Bold indicates exceedence of PWQO

Date

Watershed Upper West Morrison Creek

Source of data for 2002 samples � North Oakville East SWS, NOMI, 2004

APPENDIX C-7 ____________________________________

Climate Data and Water Balance

Figure C71

2008/2012 Precipitation and Precipitation Normals

0

50

100

150

200

250

Pre

cip

itati

on

(m

m)

Month2008�2012 Monthly Total � RGB Hamilton

1971�2000 Precipitation Normals � RGB Hamilton

Source: Environment Canada Weather Stations RGB Hamilton Station (Normals, 1971�2000)RGB Hamilton Station (Daily Precipitation)

Potential Evapotranspiration Calculation JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR

Average Temperature (Degree C) from RGB Hamilton �5.0 �4.4 0.5 6.9 13.3 18.8 22.0 20.9 16.4 10.0 4.2 �1.6 8.5

Heat index: i = (t/5)1.514 0.00 0.00 0.03 1.63 4.40 7.43 9.42 8.72 6.04 2.86 0.77 0.00 41.3

Unadjusted Daily Potential Evapotranspiration U (mm) 0.00 0.00 1.43 28.80 61.05 90.73 108.62 102.43 77.60 44.05 16.32 0.00 531

Adjusting Factor for U (Latitude 43o 16.8'N) 0.81 0.82 1.02 1.12 1.26 1.28 1.29 1.2 1.04 0.95 0.81 0.77

Adjusted Potential Evapotranspiration PET (mm) 0 0 1 32 77 116 140 123 81 42 13 0 626

PRE*DEVELOPMENT WATER BALANCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR

Precipitation (P) from RGB Hamilton 1971�2000 60 55 76 74 82 72 75 85 85 73 82 77 893

Potential Evapotranspiration (PET) 0 0 1 32 77 116 140 123 81 42 13 0 626

P � PET 60 55 74 41 5 �45 �65 �38 4 31 68 77 267

Change in Soil Moisture Storage 0 0 0 0 0 �45 �55 0 4 31 65 0 0

Soil Moisture Storage (max 100 mm) 100 100 100 100 100 55 0 0 4 35 100 100

Actual Evapotranspiration (AET) 0 0 1 32 77 116 130 85 81 42 13 0 577

Soil Moisture Deficit (max 100 mm) 0 0 0 0 0 45 100 100 96 65 0 0

Water Surplus � available for infiltration or runoff 60 55 74 41 5 0 0 0 0 0 3 77 315

Potential Infiltration (based on MOE metholodogy*;

independent of temperature)24 22 30 16 2 0 0 0 0 0 1 31 126

Potential Direct Surface Water Runoff (independent of

temperature)36 33 44 25 3 0 0 0 0 0 2 46 189

Recharge (deep infiltration � assume 50% of I) 12 11 15 8 1 0 0 0 0 0 1 15 63

Interflow (indirect runoff � assume 50% of I) 12 11 15 8 1 0 0 0 0 0 1 15 63

Total Runoff (direct and indirect components) 48 44 59 33 4 0 0 0 0 0 3 62 252

POST*DEVELOPMENT WATER BALANCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR

Precipitation (P) 60 55 76 74 82 72 75 85 85 73 82 77 893

Potential Evaporation (PE) from impervious areas (assume

loss of up to 20%)12 11 15 15 16 14 15 17 17 15 16 15 179

P�PE (surplus available for runoff from impervious areas)48 44 60 59 65 57 60 68 68 58 65 62 714

Water surplus change compared to pre�condition (for areas

that change from vegetated areas to impervious areas)�12 �11 �14 18 61 57 60 68 68 58 62 �15 399

Assume January storage is 100% of Soil Moisture Storage

Soil Moisture Storage for short�rooted vegetation 100 mm

*MOE SWM infiltration calculations (from 2003 Planning & Design Manual)

topography � rolling to hilly land 0.15

soils � relatively tight silty clay till materials 0.15

cover � predominantly cultivated or open space landuse 0.1

Infiltration factor 0.4

TABLE C*7*1

Pre* and Post*Development Monthly Water Balance Components

Based on Thornthwaite's Soil Moisture Balance Approach

with a Soil Moisture Retention of 100 mm (selected for Short*Rooted Vegetation in Clayey Silt Till Soils)

Potential Evapotranspiration Calculation JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR

Average Temperature (Degree C) from RGB Hamilton �5.0 �4.4 0.5 6.9 13.3 18.8 22.0 20.9 16.4 10.0 4.2 �1.6 8.5

Heat index: i = (t/5)1.514 0.00 0.00 0.03 1.63 4.40 7.43 9.42 8.72 6.04 2.86 0.77 0.00 41.3

Unadjusted Daily Potential Evapotranspiration U (mm) 0.00 0.00 1.43 28.80 61.05 90.73 108.62 102.43 77.60 44.05 16.32 0.00 531

Adjusting Factor for U (Latitude 43o 17.3'N) 0.81 0.82 1.02 1.12 1.26 1.28 1.29 1.2 1.04 0.95 0.81 0.77

Adjusted Potential Evapotranspiration PET (mm) 0 0 1 32 77 116 140 123 81 42 13 0 626

PRE*DEVELOPMENT WATER BALANCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR


Potential Evapotranspiration (PET) 0 0 1 32 77 116 140 123 81 42 13 0 626

P � PET 60 55 74 41 5 �45 �65 �38 4 31 68 77 267

Change in Soil Moisture Storage 0 0 0 0 0 �45 �65 �38 4 31 68 45 0

Soil Moisture Storage (max 250 mm) 250 250 250 250 250 205 140 102 106 137 205 250

Actual Evapotranspiration (AET) 0 0 1 32 77 116 140 123 81 42 13 0 626

Soil Moisture Deficit (max 250 mm) 0 0 0 0 0 45 110 148 144 113 45 0

Water Surplus � available for infiltration or runoff 60 55 74 41 5 0 0 0 0 0 0 32 267

Potential Infiltration (based on MOE metholodogy*;

independent of temperature)30 28 37 21 2 0 0 0 0 0 0 16 134

Potential Direct Surface Water Runoff (independent of

temperature)30 28 37 21 2 0 0 0 0 0 0 16 134

Recharge (deep infiltration � assume 50% of I) 15 14 19 10 1 0 0 0 0 0 0 8 67

Interflow (indirect runoff � assume 50% of I) 15 14 19 10 1 0 0 0 0 0 0 8 67

Total Runoff (direct and indirect components) 45 41 56 31 4 0 0 0 0 0 0 24 200

POST*DEVELOPMENT WATER BALANCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC YEAR


Potential Evaporation (PE) from impervious areas (assume

20%)12 11 15 15 16 14 15 17 17 15 16 15 179

P�PE (surplus available for runoff from impervious areas)48 44 60 59 65 57 60 68 68 58 65 62 714

Water surplus change compared to pre�condition (for areas

that change from vegetated areas to impervious areas)�12 �11 �14 18 61 57 60 68 68 58 65 30 447

Assume January storage is 100% of Soil Moisture Storage

Soil Moisture Storage (for deeper�rooted vegetation) 250 mm

*MOE SWM infiltration calculations

topography � rolling hilly land 0.15

soils � relatively tight silty clay till materials 0.15

cover � woodland 0.2

Infiltration factor 0.5

TABLE C*7*2

Pre* and Post*Development Monthly Water Balance Components

Based on Thornthwaite's Soil Moisture Balance Approach

with a Soil Moisture Retention of 250 mm (selected for Deeper*Rooted Vegetation in Clayey Silt Till Soils)

Land Use Description

Approx.

Land Area

(m2)

Estimated

Impervious

Coefficient

for Land Use*

Estimated

Impervious

Area (m2)

Runoff from

Impervious

Area** (m/a)

Direct Runoff

Volume from

Impervious

Area (m3/a)

Estimated

Pervious

Area (m2)

Total Runoff

(Direct and

Indirect) from

Pervious

Area** (m/a)

Runoff

Volume from

Pervious Area

(m3/a)

Recharge in

Pervious

Area** (m/a)

Recharge

Volume in

Pervious Area

(m3/a)

Total Runoff

(Direct and

Indirect)

Volume (m3/a)

Total

Recharge

Volume (m3/a)

Open Space (rural residential

and agriculture)1,176,080 0.005 5,880 0.714 4,199 1,170,200 0.252 294,890 0.063 73,723 299,089 73,723

Roads (Sixth Line and

Burnhamthorpe Rd.) 32,103 0.80 25,682 0.714 18,337 6,421 0.252 1,618 0.063 404 19,955 404

Wooded Areas 224,187 0.00 0 0.714 0 224,187 0.200 44,837 0.067 15,021 44,837 15,021

TOTAL PRE*

DEVELOPMENT 1,432,370 31,563 22,536 1,400,807 341,346 89,148 363,882 89,148

Transitional Area 166,670 0.70 116,669 0.714 83,302 50,001 0.252 12,600 0.063 3,150 95,902 3,150

Employment Area 176,880 0.90 159,192 0.714 113,663 17,688 0.252 4,457 0.063 1,114 118,120 1,114

Village Square 9,260 0.90 8,334 0.714 5,950 926 0.252 233 0.063 58 6,184 58

NHS 313,900 0.00 0 0.714 0 313,900 0.200 62,780 0.067 21,031 62,780 21,031

Stormwater Management 82,860 0.70 58,002 0.714 41,413 24,858 0.252 6,264 0.063 1,566 47,678 1,566

Neighbourhood Park Area 37,060 0.00 0 0.714 0 37,060 0.252 9,339 0.063 2,335 9,339 2,335

School 42,610 0.60 25,566 0.714 18,254 17,044 0.252 4,295 0.063 1,074 22,549 1,074

Neighbourhood Centre Area 50,850 0.90 45,765 0.714 32,676 5,085 0.252 1,281 0.063 320 33,958 320

General Urban Area 234,990 0.70 164,493 0.714 117,448 70,497 0.252 17,765 0.063 4,441 135,213 4,441

Sub Urban Area 21,840 0.65 14,196 0.714 10,136 7,644 0.252 1,926 0.063 482 12,062 482

Street Area 295,450 0.80 236,360 0.714 168,761 59,090 0.252 14,891 0.063 3,723 183,652 3,723

TOTAL POST*

DEVELOPMENT 1,432,370 828,577 591,604 603,793 135,833 39,295 727,437 39,295

200 44

2 times higher

runoff

56% less

recharge

* figures provided by KLM Planning

** figures from Table C�7�1 and C�7�2

Agricultural and rural residential lands are allocated recharge characteristics of short�rooted vegetation.

TABLE C*7*3

Calculation of Potential Development Effects on Upper West Morrision Area Water Balance

Existing Conditions

Post*Development Conditions

% Change from Pre to Post

Potential Change

APPENDIX D ____________________________________

Historic Aerial Photography

GHD | Upper West Morrison Environmental Impact | 12393 | 1

Year: 1954 Location: Oakville, ON Easting: Northing:

Aerial ID: N/A Scale: N/A Source: digital



Aerial ID: N/A Scale: N/A Source: digital



Aerial ID: N/A Scale: N/A Source: Google Earth Pro ®

APPENDIX E ____________________________________

Hydraulics and Hydrology Modeling

APPENDIX E-1 ____________________________________

Existing Conditions

APPENDIX E-2 ____________________________________

Proposed Conditions

APPENDIX E-3 ____________________________________

Pond Sizing Calculations

APPENDIX F ____________________________________

Geotechnical Study

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