: POTABLE WATER ANALYSIS

BLACKSTONE COMMUNITY BLOCK 276 - SERVICING AND STORMWATER MANAGEMENT REPORT

Appendix A : Potable Water Analysis February 8, 2017

A.1

: POTABLE WATER ANALYSIS

FUS Fire Flow Calculation

Stantec Project #: 1604-01313Project Name: Blackstone Block 279 Fire Flow Calculation #: 1

Date: February 8, 2017 Building Type/Description/Name: Block 1Data input by: Warren Johnson

Notes:

Table A: Fire Underwriters Survey Determination of Required Fire Flow - Long Method

Step Task Term OptionsMultiplier Associated

with OptionChoose: Value

Used Unit

Total Fire Flow

(L/min)

Wood Frame 1.5Ordinary construction 1Non-combustible construction 0.8Fire resistive construction (> 3 hrs) 0.6

Single Family 1Townhouse - indicate # of units 4Other (Comm, Ind, Apt etc.) 1

2.2 # of Storeys 3 3 Storeys

100

Square Metres (m2)

4Obtain Required

Fire Flow without Reductions

11,000

5Apply Factors

Affecting BurningNon-combustible -0.25Limited combustible -0.15Combustible 0Free burning 0.15Rapid burning 0.25

Adequate Sprinkler conforms to NFPA13 -0.3

None 0Water supply is standard for sprinkler and fire dept. hose line

-0.1

Water supply is not standard or N/A 0Sprinkler system is fully supervised -0.1

Sprinkler not fully supervised or N/A 0North Side 10.1 to 20.0m 0.15East Side 0 to 3.0m 0.25South Side 20.1 to 30.1m 0.1West Side 45.1m or greater 0

14,0002333.00

2,520

Calculations based on: "Water Supply for Public Fire Protection " by Fire Underwriters' Survey, 1999

1Choose Frame Used for Construction of

Unit

Framing Material

Coefficient related to type of construction (C)

Wood Frame 1.5 m

Area in Square Meters

(m2)

2

Choose Type of Housing (if TH,

Enter Number of Units Per TH Block)

Floor Space Area

Type of HousingTownhouse - indicate # of

units4 Units

Average Floor Area (A) based on fire resistive building design when vertical openings are inadequately protected:

Number of Floors/Storeys in the Unit (do not include basement):

3Enter Ground Floor

Area of One Unit1,200

Required Fire Flow (without reductions or increases per FUS) (F = 220 * C * √A) Round to nearest 1000L/min

Reductions/Increases Due to Factors Affecting Burning

5.1Choose

Combustibility of Building Contents

Occupancy content hazard reduction or surcharge

Limited combustible -0.15 N/A 9,350

0 N/A 0

Sprinkler reduction None 0 N/A

0

5.3Choose Separation Distance Between

Units

Exposure Distance Between Units

0.5 m 4,675

5.2Choose Reduction Due to Presence of

Sprinklers

Sprinkler Supervision Credit

Sprinkler not fully supervised or N/A

0 N/A

0

Water Supply CreditWater supply is not

standard or N/A

6Obtain Required

Fire Flow, Duration & Volume

Total Required Fire Flow, rounded to nearest 1000 L/min, with max/min limits applied:

Total Required Fire Flow (above) in L/s:

Required Duration of Fire Flow (hrs)

Required Volume of Fire Flow (m 3 )

Date: 2/8/2017Stantec Consulting Ltd.

1W:\active\160401313_Block 279 Phase 3 Cardel\design\analysis\WTR\2017-02-08 FUS Calculation Sheet.xlsm



Date: February 8, 2017 Building Type/Description/Name: Block 2aData input by: Warren Johnson

Notes:




Used Unit

Total Fire Flow

(L/min)




100

Square Metres (m2)

4Obtain Required


10,000

5Apply Factors




-0.1


Sprinkler not fully supervised or N/A 0North Side 10.1 to 20.0m 0.15East Side Fire Wall 0.1South Side 30.1 to 45.0m 0.05West Side 0 to 3.0m 0.25

13,0002172.75

2,145

6Obtain Required






0


Units


0.55 m 4,675


Sprinklers



0 N/A

0


standard or N/A0 N/A 0




5.1Choose





3Enter Ground Floor

Area of One UnitAverage Floor Area (A) based on fire resistive building design when vertical openings

are inadequately protected:900


(m2)

2



Floor Space Area


units3 Units



Unit

Framing Material


Wood Frame 1.5 m


2aW:\active\160401313_Block 279 Phase 3 Cardel\design\analysis\WTR\2017-02-08 FUS Calculation Sheet.xlsm




Notes:




Used Unit

Total Fire Flow

(L/min)




100

Square Metres (m2)

4Obtain Required


8,000

5Apply Factors




-0.1


Sprinkler not fully supervised or N/A 0North Side 10.1 to 20.0m 0.15East Side 20.1 to 30.1m 0.1South Side 30.1 to 45.0m 0.05West Side Fire Wall 0.1

10,0001672.00

1,200

6Obtain Required






0


Units


0.4 m 2,720


Sprinklers



0 N/A

0






5.1Choose





3Enter Ground Floor




(m2)

2



Floor Space Area


units2 Units



Unit

Framing Material


Wood Frame 1.5 m


2bW:\active\160401313_Block 279 Phase 3 Cardel\design\analysis\WTR\2017-02-08 FUS Calculation Sheet.xlsm




Notes:




Used Unit

Total Fire Flow

(L/min)




100

Square Metres (m2)

4Obtain Required


10,000

5Apply Factors




-0.1


Sprinkler not fully supervised or N/A 0North Side 10.1 to 20.0m 0.15East Side Fire Wall 0.1South Side 10.1 to 20.0m 0.15West Side 0 to 3.0m 0.25

14,0002333.00

2,520

6Obtain Required






0


Units


0.65 m 5,525


Sprinklers



0 N/A

0






5.1Choose





3Enter Ground Floor




(m2)

2



Floor Space Area


units3 Units



Unit

Framing Material


Wood Frame 1.5 m





Date: February 8, 2017 Building Type/Description/Name: Block 3bData input by: Warren Johnson

Notes:




Used Unit

Total Fire Flow

(L/min)




100

Square Metres (m2)

4Obtain Required


10,000

5Apply Factors




-0.1


Sprinkler not fully supervised or N/A 0North Side 10.1 to 20.0m 0.15East Side 10.1 to 20.0m 0.15South Side 10.1 to 20.0m 0.15West Side Fire Wall 0.1

13,0002172.75

2,145

6Obtain Required






0


Units


0.55 m 4,675


Sprinklers



0 N/A

0






5.1Choose





3Enter Ground Floor




(m2)

2



Floor Space Area


units3 Units



Unit

Framing Material


Wood Frame 1.5 m






Notes:




Used Unit

Total Fire Flow

(L/min)




100

Square Metres (m2)

4Obtain Required


10,000

5Apply Factors

Affecting BurningNon-combustible 1Limited combustible -0.15Combustible 0Free burning 0.15Rapid burning 0.25



-0.1


Sprinkler not fully supervised or N/A 0North Side 10.1 to 20.0m 0.15East Side 0 to 3.0m 0.25South Side 10.1 to 20.0m 0.15West Side Fire Wall 0.1

14,0002333.00

2,520

6Obtain Required






0


Units


0.65 m 5,525


Sprinklers



0 N/A

0






5.1Choose





3Enter Ground Floor




(m2)

2



Floor Space Area


units3 Units



Unit

Framing Material


Wood Frame 1.5 m





Date: February 8, 2017 Building Type/Description/Name: Block 4bData input by: Warren Johnson

Notes:




Used Unit

Total Fire Flow

(L/min)




100

Square Metres (m2)

4Obtain Required


8,000

5Apply Factors

Affecting BurningNon-combustible 1Limited combustible -0.15Combustible 0Free burning 0.15Rapid burning 0.25



-0.1


Sprinkler not fully supervised or N/A 0North Side 10.1 to 20.0m 0.15East Side Fire Wall 0.1South Side 10.1 to 20.0m 0.15West Side 45.1m or greater 0

10,0001672.00

1,200

6Obtain Required






0


Units


0.4 m 2,720


Sprinklers



0 N/A

0






5.1Choose





3Enter Ground Floor




(m2)

2



Floor Space Area


units2 Units



Unit

Framing Material


Wood Frame 1.5 m



June 25, 2015 Sheridan Gillis of 25

Reference: Blackstone Community Development – Reassessment of Block 276 Watermain Servicing

Attachment #2:

trathnasooriya

Polygonal Line

June 25, 2015 Sheridan Gillis of 25

Reference: Blackstone Community Development – Reassessment of Block 276 Watermain Servicing

trathnasooriya

Polygonal Line

trathnasooriya

Polygonal Line

trathnasooriya

Rectangle

Hydraulic Model Results - Average Day Analysis

Junction Results

ID Demand (L/s)

Elevation (m)

Head (m)

Pressure (psi)

Pressure (kPa)

1 0.00 98.59 164 94 645 4 0.07 98.91 164 93 642 5 0.08 98.60 164 94 645 6 0.06 98.87 164 93 642 7 0.03 99.21 164 93 639 8 0.04 99.16 164 93 639 9 0.06 99.40 164 92 637

10 0.04 99.18 164 93 639 11 0.04 100.30 164 91 628 12 0.03 100.02 164 92 631 13 0.06 100.05 164 91 631 14 0.04 100.68 164 91 624 15 0.10 100.57 164 91 625 16 0.08 100.53 164 91 626 17 0.03 101.13 164 90 620 18 0.04 101.34 164 90 618 19 0.03 101.14 164 90 620 20 0.04 101.12 164 90 620 21 0.04 101.10 164 90 620 22 0.03 101.02 164 90 621 23 0.04 101.36 164 90 618 24 0.00 101.58 164 89 616 25 0.01 101.34 164 90 618 28 0.00 99.58 164 92 635 29 0.11 100.30 164 91 628 30 0.12 100.40 164 91 627 31 0.06 100.69 164 91 624 32 0.00 99.03 164 93 641 34 0.00 99.00 164 93 641 35 0.08 99.00 164 93 641 36 0.09 99.00 164 93 641 37 0.17 99.00 164 93 641 38 0.06 98.59 164 94 645 39 0.10 98.71 164 93 644 40 0.11 98.95 164 93 641

42 0.04 98.91 164 93 642 43 0.06 99.27 164 93 638 44 0.06 99.40 164 92 637 49 0.03 100.81 164 90 623 50 0.04 100.88 164 90 622 51 0.07 100.86 164 90 623 52 0.00 101.14 164 90 620 53 0.17 101.17 164 90 620 54 0.12 100.98 164 90 621 55 0.11 100.93 164 90 622 56 0.22 101.05 164 90 621 57 0.20 100.89 164 90 622 58 0.12 100.21 164 91 629 59 0.20 100.20 164 91 629 60 0.15 100.60 164 91 625 61 0.13 100.40 164 91 627 62 0.11 99.90 164 92 632 63 0.26 99.26 164 93 638 64 0.22 99.46 164 92 636 65 0.24 99.14 164 93 639 66 0.24 99.04 164 93 641 67 0.21 99.00 164 93 641 68 0.08 99.78 164 92 633 69 0.10 98.86 164 93 642 70 0.10 98.84 164 93 642 71 0.11 98.65 164 93 644 72 0.10 98.99 164 93 641 73 0.13 98.84 164 93 642 74 0.10 99.03 164 93 641 75 0.08 99.13 164 93 640 76 0.10 99.09 164 93 640 77 0.06 98.68 164 93 644 78 0.11 98.99 164 93 641 79 0.08 99.16 164 93 639 80 0.13 99.57 164 92 635 81 0.14 99.48 164 92 636 82 0.08 99.30 164 93 638 83 0.07 99.40 164 92 637 84 0.08 99.90 164 92 632 85 0.08 100.00 164 92 631 86 0.08 99.95 164 92 632

87 0.04 99.41 164 92 637 88 0.04 100.78 164 90 623 89 0.06 100.14 164 91 630 90 0.10 100.72 164 91 624 91 0.18 101.09 164 90 620 92 0.13 100.46 164 91 627 93 0.11 101.04 164 90 621 94 0.04 101.15 164 90 620 95 0.18 100.84 164 90 623 96 0.11 100.87 164 90 623 97 0.15 100.92 164 90 622 98 0.00 102.22 164 88 609 99 0.00 102.22 164 88 609

100 0.00 102.36 164 88 608 101 0.00 102.46 164 88 607 102 0.00 102.45 164 88 607 103 0.00 101.30 164 90 618 104 0.00 102.30 164 88 609 105 0.00 102.32 164 88 608 106 0.00 101.85 164 89 613

Pipe Results

ID

From Node

To Node

Length (m)

Diameter (mm) Roughness Flow

(L/s) Velocity

(m/s) Headloss

(m) HL/1000 (m/km)

101 1 38 50 305 120 7.84 0.11 0 0.06 103 38 39 28 305 120 7.78 0.11 0 0.06 105 39 40 36 305 120 7.68 0.11 0 0.06 107 9 13 98 305 120 2.58 0.04 0 0.01 109 4 42 20 305 120 5.01 0.07 0 0.03 110 42 43 32 305 120 4.97 0.07 0 0.03 111 43 7 24 305 120 4.91 0.07 0 0.03 112 7 8 26 305 120 4.04 0.06 0 0.02 113 8 44 33 305 120 4.00 0.05 0 0.02 114 44 9 27 305 120 3.94 0.05 0 0.02 118 13 14 78 305 120 1.97 0.03 0 0.00 121 14 49 33 305 120 1.12 0.02 0 0.00 122 49 50 48 305 120 1.09 0.01 0 0.00 123 50 51 31 305 120 1.05 0.01 0 0.00 124 51 25 80 305 120 0.98 0.01 0 0.00 125 25 52 35 152 100 0.11 0.01 0 0.00 126 52 24 41 152 100 0.11 0.01 0 0.00 127 24 53 111 152 100 0.08 0.00 0 0.00 128 53 54 46 152 100 -0.09 0.01 0 0.00 129 54 31 35 152 100 -0.21 0.01 0 0.00 130 31 55 74 204 110 -0.21 0.01 0 0.00 131 14 55 58 204 110 0.54 0.02 0 0.00 132 55 56 66 204 110 0.22 0.01 0 0.00 134 31 57 43 152 100 -0.06 0.00 0 0.00 135 57 30 40 152 100 -0.26 0.01 0 0.01 136 30 58 60 152 100 -0.04 0.00 0 0.00 137 58 59 49 152 100 -0.16 0.01 0 0.00 138 59 13 39 152 100 -0.36 0.02 0 0.01 139 30 60 42 152 100 -0.35 0.02 0 0.01 140 60 29 48 152 100 -0.50 0.03 0 0.02 141 29 61 53 305 120 -0.61 0.01 0 0.00 142 61 62 50 305 120 -0.74 0.01 0 0.00 143 62 9 48 305 120 -0.85 0.01 0 0.00 145 7 63 88 203 110 0.36 0.01 0 0.00 146 63 64 75 203 110 0.10 0.00 0 0.00 147 64 32 105 203 110 -0.12 0.00 0 0.00 148 32 65 40 203 110 -0.67 0.02 0 0.01 149 65 66 88 203 110 -0.91 0.03 0 0.01

150 66 4 72 203 110 -1.15 0.04 0 0.01 151 32 34 92 203 110 0.55 0.02 0 0.00 152 34 67 43 203 110 0.33 0.01 0 0.00 153 67 37 52 203 110 0.12 0.00 0 0.00 154 37 36 58 203 110 -0.05 0.00 0 0.00 155 36 35 56 203 110 -0.14 0.00 0 0.00 156 35 34 81 203 110 -0.22 0.01 0 0.00 157 40 4 63 305 120 7.57 0.10 0 0.06 158 4 68 44 203 110 1.35 0.04 0 0.02 159 68 69 49 203 110 1.27 0.04 0 0.02 160 69 5 48 203 110 1.17 0.04 0 0.02 161 5 70 51 203 110 0.66 0.02 0 0.01 162 70 71 57 203 110 0.56 0.02 0 0.00 163 71 72 60 203 110 0.45 0.01 0 0.00 164 72 73 38 203 110 0.35 0.01 0 0.00 165 73 74 50 203 110 0.22 0.01 0 0.00 166 74 75 49 203 110 0.12 0.00 0 0.00 168 6 77 40 152 100 -0.36 0.02 0 0.01 169 77 5 36 152 100 -0.42 0.02 0 0.01 170 6 78 66 152 100 -0.28 0.02 0 0.01 171 78 79 42 152 100 -0.39 0.02 0 0.01 172 79 7 34 152 100 -0.47 0.03 0 0.01 173 9 80 41 305 120 0.46 0.01 0 0.00 174 80 81 58 305 120 0.33 0.00 0 0.00 175 81 10 50 305 120 0.19 0.00 0 0.00 176 10 82 45 203 110 -0.45 0.01 0 0.00 177 82 6 41 203 110 -0.53 0.02 0 0.00 178 10 83 77 305 120 0.19 0.00 0 0.00 179 83 84 67 305 120 0.12 0.00 0 0.00 180 84 11 77 305 120 0.04 0.00 0 0.00 181 13 85 44 152 100 0.19 0.01 0 0.00 182 85 86 55 152 100 0.11 0.01 0 0.00 183 86 12 51 152 100 0.03 0.00 0 0.00 185 12 87 47 152 100 -0.37 0.02 0 0.01 186 87 10 46 152 100 -0.41 0.02 0 0.01 187 14 88 43 152 100 0.27 0.01 0 0.00 188 88 15 38 152 100 0.23 0.01 0 0.00 189 15 16 81 152 100 -0.01 0.00 0 0.00 190 16 89 39 152 100 -0.30 0.02 0 0.01 191 89 12 38 152 100 -0.36 0.02 0 0.01 192 15 90 62 152 100 0.15 0.01 0 0.00

193 90 91 55 152 100 0.05 0.00 0 0.00 194 91 19 79 152 100 -0.13 0.01 0 0.00 195 25 23 32 305 120 0.86 0.01 0 0.00 196 23 19 50 305 120 0.82 0.01 0 0.00 197 19 18 45 203 110 0.47 0.01 0 0.00 198 18 17 32 203 110 0.43 0.01 0 0.00 199 16 92 58 152 100 0.21 0.01 0 0.00 200 92 93 69 152 100 0.08 0.00 0 0.00 201 93 17 72 152 100 -0.03 0.00 0 0.00 202 17 94 49 203 110 0.33 0.01 0 0.00 203 94 20 38 203 110 0.29 0.01 0 0.00 204 20 95 76 203 110 0.22 0.01 0 0.00 205 95 96 76 203 110 0.04 0.00 0 0.00 206 96 97 87 203 110 -0.07 0.00 0 0.00 207 97 21 67 203 110 -0.22 0.01 0 0.00 208 20 21 77 203 110 0.03 0.00 0 0.00 209 21 22 20 203 110 0.03 0.00 0 0.00 210 7000 28 22 305 120 0.00 0.00 0 0.00 211 7002 1 29 305 120 7.84 0.11 0 0.06 212 24 98 274 152 100 0.03 0.00 0 0.00 213 98 99 185 305 120 0.00 0.00 0 0.00 214 19 100 88 305 120 0.19 0.00 0 0.00 215 100 101 272 152 100 0.02 0.00 0 0.00 216 100 102 186 305 120 0.17 0.00 0 0.00 217 17 103 248 152 100 0.04 0.00 0 0.00 218 103 104 81 203 110 -0.22 0.01 0 0.00 219 104 105 228 152 100 -0.07 0.00 0 0.00 220 105 106 159 203 110 0.15 0.00 0 0.00 221 21 103 89 203 110 -0.26 0.01 0 0.00 222 104 106 79 203 110 -0.15 0.00 0 0.00 223 105 102 119 203 110 -0.22 0.01 0 0.00 224 102 101 83 305 120 -0.05 0.00 0 0.00 225 101 98 81 305 120 -0.03 0.00 0 0.00 226 6 76 64 203 110 0.06 0.00 0 0.00 227 76 75 55 203 110 -0.04 0.00 0 0.00 228 99 28 607 406 120 0.00 0.00 0 0.00

Hydraulic Model Results -Peak Hour Analysis Junction Results

ID Demand (L/s)

Elevation (m)

Head (m)

Pressure (psi)

Pressure (kPa)

1 0.00 98.59 154 79 548 4 0.40 98.91 154 79 543 5 0.45 98.60 154 79 546 6 0.31 98.87 154 79 543 7 0.16 99.21 154 78 540 8 0.25 99.16 154 78 540 9 0.31 99.40 154 78 538

10 0.22 99.18 154 78 540 11 0.22 100.30 154 77 529 12 0.16 100.02 154 77 532 13 0.31 100.05 154 77 531 14 0.25 100.68 154 76 525 15 0.53 100.57 154 76 526 16 0.45 100.53 154 76 527 17 0.16 101.13 154 76 521 18 0.22 101.34 154 75 519 19 0.16 101.14 154 76 521 20 0.22 101.12 154 76 521 21 0.22 101.10 154 76 521 22 0.16 101.02 154 76 522 23 0.22 101.36 154 75 518 24 0.00 101.58 154 75 516 25 0.07 101.34 154 75 519 28 0.00 99.58 154 78 536 29 0.60 100.30 154 77 529 30 0.67 100.40 154 77 528 31 0.31 100.69 154 76 525 32 0.00 99.03 154 79 542 34 0.00 99.00 154 79 542 35 0.42 99.00 154 79 542 36 0.49 99.00 154 79 542 37 0.91 99.00 154 79 542 38 0.33 98.59 154 79 547 39 0.53 98.71 154 79 546 40 0.58 98.95 154 79 543

42 0.25 98.91 154 79 543 43 0.31 99.27 154 78 539 44 0.31 99.40 154 78 538 49 0.16 100.81 154 76 524 50 0.22 100.88 154 76 523 51 0.38 100.86 154 76 523 52 0.00 101.14 154 76 521 53 0.91 101.17 154 75 520 54 0.67 100.98 154 76 522 55 0.60 100.93 154 76 523 56 1.20 101.05 154 76 521 57 1.09 100.89 154 76 523 58 0.67 100.21 154 77 530 59 1.09 100.20 154 77 530 60 0.85 100.60 154 76 526 61 0.74 100.40 154 77 528 62 0.58 99.90 154 77 533 63 1.45 99.26 154 78 539 64 1.20 99.46 154 78 537 65 1.31 99.14 154 78 540 66 1.31 99.04 154 79 542 67 1.14 99.00 154 79 542 68 0.45 99.78 154 78 534 69 0.53 98.86 154 79 543 70 0.53 98.84 154 79 543 71 0.60 98.65 154 79 545 72 0.53 98.99 154 79 542 73 0.69 98.84 154 79 543 74 0.53 99.03 154 79 541 75 0.45 99.13 154 78 540 76 0.53 99.09 154 78 541 77 0.31 98.68 154 79 545 78 0.60 98.99 154 79 542 79 0.45 99.16 154 78 540 80 0.69 99.57 154 78 536 81 0.76 99.48 154 78 537 82 0.45 99.30 154 78 539 83 0.38 99.40 154 78 538 84 0.45 99.90 154 77 533 85 0.45 100.00 154 77 532 86 0.45 99.95 154 77 532

87 0.22 99.41 154 78 538 88 0.22 100.78 154 76 524 89 0.31 100.14 154 77 530 90 0.53 100.72 154 76 525 91 0.98 101.09 154 76 521 92 0.69 100.46 154 76 527 93 0.60 101.04 154 76 522 94 0.22 101.15 154 75 520 95 0.98 100.84 154 76 524 96 0.60 100.87 154 76 523 97 0.82 100.92 154 76 523 98 0.00 102.22 154 74 510 99 0.00 102.22 154 74 510

100 0.00 102.36 154 74 509 101 0.00 102.46 154 74 508 102 0.00 102.45 154 74 508 103 0.00 101.30 154 75 519 104 0.00 102.30 154 74 509 105 0.00 102.32 154 74 509 106 0.00 101.85 154 75 514

Pipe Results

ID From Node

To Node

Length (m)

Diameter (mm) Roughness Flow (L/s) Velocity

(m/s) Headloss

(m) HL/1000 (m/km)

101 1 38 50 305 120 34.29 0.47 0.05 0.95 103 38 39 28 305 120 33.96 0.46 0.03 0.93 105 39 40 36 305 120 33.43 0.46 0.03 0.90 107 9 13 98 305 120 7.30 0.10 0.01 0.05 109 4 42 20 305 120 21.07 0.29 0.01 0.38 110 42 43 32 305 120 20.82 0.28 0.01 0.38 111 43 7 24 305 120 20.51 0.28 0.01 0.37 112 7 8 26 305 120 15.45 0.21 0.01 0.22 113 8 44 33 305 120 15.20 0.21 0.01 0.21 114 44 9 27 305 120 14.89 0.20 0.01 0.20 118 13 14 78 305 120 4.13 0.06 0.00 0.02 121 14 49 33 305 120 -0.51 0.01 0.00 0.00 122 49 50 48 305 120 -0.67 0.01 0.00 0.00 123 50 51 31 305 120 -0.89 0.01 0.00 0.00 124 51 25 80 305 120 -1.27 0.02 0.00 0.00 125 25 52 35 152 100 0.09 0.00 0.00 0.00 126 52 24 41 152 100 0.09 0.00 0.00 0.00 127 24 53 111 152 100 1.11 0.06 0.01 0.07 128 53 54 46 152 100 0.20 0.01 0.00 0.00 129 54 31 35 152 100 -0.47 0.03 0.00 0.01 130 31 55 74 204 110 -1.35 0.04 0.00 0.02 131 14 55 58 204 110 3.15 0.10 0.01 0.10 132 55 56 66 204 110 1.20 0.04 0.00 0.02 134 31 57 43 152 100 0.57 0.03 0.00 0.02 135 57 30 40 152 100 -0.52 0.03 0.00 0.02 136 30 58 60 152 100 -0.09 0.01 0.00 0.00 137 58 59 49 152 100 -0.76 0.04 0.00 0.03 138 59 13 39 152 100 -1.85 0.10 0.01 0.18 139 30 60 42 152 100 -1.09 0.06 0.00 0.07 140 60 29 48 152 100 -1.94 0.11 0.01 0.19 141 29 61 53 305 120 -2.54 0.03 0.00 0.01 142 61 62 50 305 120 -3.28 0.04 0.00 0.01 143 62 9 48 305 120 -3.86 0.05 0.00 0.02 145 7 63 88 203 110 2.77 0.09 0.01 0.08 146 63 64 75 203 110 1.32 0.04 0.00 0.02 147 64 32 105 203 110 0.12 0.00 0.00 0.00 148 32 65 40 203 110 -2.84 0.09 0.00 0.08 149 65 66 88 203 110 -4.15 0.13 0.01 0.16

150 66 4 72 203 110 -5.46 0.17 0.02 0.27 151 32 34 92 203 110 2.96 0.09 0.01 0.09 152 34 67 43 203 110 1.78 0.05 0.00 0.03 153 67 37 52 203 110 0.64 0.02 0.00 0.00 154 37 36 58 203 110 -0.27 0.01 0.00 0.00 155 36 35 56 203 110 -0.76 0.02 0.00 0.01 156 35 34 81 203 110 -1.18 0.04 0.00 0.02 157 40 4 63 305 120 32.85 0.45 0.06 0.88 158 4 68 44 203 110 5.93 0.18 0.01 0.31 159 68 69 49 203 110 5.48 0.17 0.01 0.27 160 69 5 48 203 110 4.95 0.15 0.01 0.22 161 5 70 51 203 110 2.85 0.09 0.00 0.08 162 70 71 57 203 110 2.32 0.07 0.00 0.06 163 71 72 60 203 110 1.72 0.05 0.00 0.03 164 72 73 38 203 110 1.19 0.04 0.00 0.02 165 73 74 50 203 110 0.50 0.02 0.00 0.00 166 74 75 49 203 110 -0.03 0.00 0.00 0.00 168 6 77 40 152 100 -1.34 0.07 0.00 0.10 169 77 5 36 152 100 -1.65 0.09 0.01 0.14 170 6 78 66 152 100 -1.08 0.06 0.00 0.07 171 78 79 42 152 100 -1.68 0.09 0.01 0.15 172 79 7 34 152 100 -2.13 0.12 0.01 0.23 173 9 80 41 305 120 3.41 0.05 0.00 0.01 174 80 81 58 305 120 2.72 0.04 0.00 0.01 175 81 10 50 305 120 1.96 0.03 0.00 0.00 176 10 82 45 203 110 -0.64 0.02 0.00 0.01 177 82 6 41 203 110 -1.09 0.03 0.00 0.01 178 10 83 77 305 120 1.05 0.01 0.00 0.00 179 83 84 67 305 120 0.67 0.01 0.00 0.00 180 84 11 77 305 120 0.22 0.00 0.00 0.00 181 13 85 44 152 100 1.01 0.06 0.00 0.06 182 85 86 55 152 100 0.56 0.03 0.00 0.02 183 86 12 51 152 100 0.11 0.01 0.00 0.00 185 12 87 47 152 100 -1.12 0.06 0.00 0.07 186 87 10 46 152 100 -1.34 0.07 0.00 0.10 187 14 88 43 152 100 1.23 0.07 0.00 0.08 188 88 15 38 152 100 1.01 0.06 0.00 0.06 189 15 16 81 152 100 0.19 0.01 0.00 0.00 190 16 89 39 152 100 -0.76 0.04 0.00 0.03 191 89 12 38 152 100 -1.07 0.06 0.00 0.06 192 15 90 62 152 100 0.29 0.02 0.00 0.01

193 90 91 55 152 100 -0.24 0.01 0.00 0.00 194 91 19 79 152 100 -1.22 0.07 0.01 0.08 195 25 23 32 305 120 -1.43 0.02 0.00 0.00 196 23 19 50 305 120 -1.65 0.02 0.00 0.00 197 19 18 45 203 110 2.54 0.08 0.00 0.07 198 18 17 32 203 110 2.32 0.07 0.00 0.06 199 16 92 58 152 100 0.50 0.03 0.00 0.02 200 92 93 69 152 100 -0.19 0.01 0.00 0.00 201 93 17 72 152 100 -0.79 0.04 0.00 0.04 202 17 94 49 203 110 1.56 0.05 0.00 0.03 203 94 20 38 203 110 1.34 0.04 0.00 0.02 204 20 95 76 203 110 1.19 0.04 0.00 0.02 205 95 96 76 203 110 0.21 0.01 0.00 0.00 206 96 97 87 203 110 -0.39 0.01 0.00 0.00 207 97 21 67 203 110 -1.21 0.04 0.00 0.02 208 20 21 77 203 110 -0.07 0.00 0.00 0.00 209 21 22 20 203 110 0.16 0.00 0.00 0.00 210 7000 28 22 305 120 8.43 0.12 0.00 0.07 211 7002 1 29 305 120 34.29 0.47 0.03 0.95 212 24 98 274 152 100 -1.02 0.06 0.02 0.06 213 98 99 185 305 120 -8.43 0.12 0.01 0.07 214 19 100 88 305 120 -5.57 0.08 0.00 0.03 215 100 101 272 152 100 -0.72 0.04 0.01 0.03 216 100 102 186 305 120 -4.84 0.07 0.00 0.03 217 17 103 248 152 100 -0.18 0.01 0.00 0.00 218 103 104 81 203 110 -1.84 0.06 0.00 0.04 219 104 105 228 152 100 -0.56 0.03 0.00 0.02 220 105 106 159 203 110 1.29 0.04 0.00 0.02 221 21 103 89 203 110 -1.66 0.05 0.00 0.03 222 104 106 79 203 110 -1.29 0.04 0.00 0.02 223 105 102 119 203 110 -1.84 0.06 0.00 0.04 224 102 101 83 305 120 -6.69 0.09 0.00 0.05 225 101 98 81 305 120 -7.41 0.10 0.00 0.06 226 6 76 64 203 110 1.01 0.03 0.00 0.01 227 76 75 55 203 110 0.48 0.01 0.00 0.00 228 99 28 607 406 120 -8.43 0.07 0.01 0.02

Hydraulic Model Results -Fire Flow Analysis (167 L/s)

ID Static

Demand (L/s)

Static Pressure

(psi)

Static Head (m)

Fire-Flow Demand

(L/s)

Residual Pressure

(psi)

Available Flow at

Hydrant (L/s)

Available Flow

Pressure (psi)

1 0.00 74 150.3 167 72 >167 20 4 0.18 73 150.3 167 69 >167 20 5 0.20 74 150.3 167 60 371.7 20 6 0.14 73 150.3 167 63 431.1 20 7 0.07 73 150.3 167 68 >167 20 8 0.11 73 150.3 167 68 >167 20 9 0.14 72 150.4 167 68 >167 20

10 0.10 73 150.3 167 66 >167 20 11 0.10 71 150.3 167 59 384.1 20 12 0.07 72 150.4 167 51 279.7 20 13 0.14 72 150.4 167 66 >167 20 14 0.11 71 150.4 167 65 >167 20 15 0.24 71 150.4 167 50 272.8 20 16 0.20 71 150.4 167 48 261.1 20 17 0.07 70 150.4 167 58 384.4 20 18 0.10 70 150.4 167 60 419.9 20 19 0.07 70 150.4 167 65 >167 20 20 0.10 70 150.4 167 52 297.5 20 21 0.10 70 150.4 167 51 288.6 20 22 0.70 70 150.4 167 47 257.8 20 23 0.10 70 150.4 167 64 >167 20 24 0.00 69 150.4 167 45 245.8 20 25 0.03 70 150.4 167 64 >167 20 28 0.00 73 150.6 167 72 >167 20 29 0.27 71 150.4 167 64 >167 20 30 0.30 71 150.4 167 51 285.1 20 31 0.14 71 150.4 167 56 341.2 20 32 0.00 73 150.3 167 55 307.3 20 34 0.00 73 150.3 167 35 200.6 20 35 0.19 73 150.3 167 27 181.9 20 36 0.22 73 150.3 167 26 179.0 20 37 0.42 73 150.3 167 27 180.8 20 38 0.15 74 150.3 167 71 >167 20 39 0.24 73 150.3 167 70 >167 20 40 0.26 73 150.3 167 70 >167 20 42 0.11 73 150.3 167 69 >167 20 43 0.14 73 150.3 167 68 >167 20

44 0.14 72 150.3 167 68 >167 20 49 0.07 70 150.4 167 65 >167 20 50 0.10 70 150.4 167 65 >167 20 51 0.17 70 150.4 167 65 >167 20 52 0.00 70 150.4 167 49 271.6 20 53 0.42 70 150.4 167 32 194.1 20 54 0.30 70 150.4 167 41 225.9 20 55 0.27 70 150.4 167 59 393.3 20 56 0.55 70 150.4 167 45 245.5 20 57 0.50 70 150.4 167 47 256.0 20 58 0.30 71 150.4 167 41 224.6 20 59 0.50 71 150.4 167 47 255.7 20 60 0.38 71 150.4 167 48 262.8 20 61 0.33 71 150.4 167 64 >167 20 62 0.26 72 150.4 167 66 >167 20 63 0.66 73 150.3 167 59 359.9 20 64 0.55 72 150.3 167 55 313.7 20 65 0.60 73 150.3 167 56 316.8 20 66 0.60 73 150.3 167 60 382.7 20 67 0.52 73 150.3 167 30 187.4 20 68 0.20 72 150.3 167 63 454.4 20 69 0.24 73 150.3 167 61 390.2 20 70 0.24 73 150.3 167 56 314.9 20 71 0.27 73 150.3 167 53 289.0 20 72 0.24 73 150.3 167 51 275.7 20 73 0.31 73 150.3 167 51 274.7 20 74 0.24 73 150.3 167 51 277.8 20 75 0.20 73 150.3 167 53 289.5 20 76 0.24 73 150.3 167 56 320.8 20 77 0.14 73 150.3 167 53 287.5 20 78 0.27 73 150.3 167 47 248.0 20 79 0.20 73 150.3 167 52 281.5 20 80 0.31 72 150.4 167 67 >167 20 81 0.34 72 150.3 167 66 >167 20 82 0.20 73 150.3 167 63 452.5 20 83 0.17 72 150.3 167 64 488.3 20 84 0.20 72 150.3 167 62 430.9 20 85 0.20 72 150.4 167 46 248.0 20 86 0.20 72 150.4 167 41 224.4 20 87 0.10 72 150.4 167 50 268.2 20 88 0.10 70 150.4 167 49 270.6 20

89 0.14 71 150.4 167 45 242.9 20 90 0.24 71 150.4 167 34 200.7 20 91 0.45 70 150.4 167 35 203.0 20 92 0.31 71 150.4 167 33 198.0 20 93 0.27 70 150.4 167 34 199.2 20 94 0.10 70 150.4 167 54 316.8 20 95 0.45 70 150.4 167 46 249.3 20 96 0.27 70 150.4 167 44 239.0 20 97 0.37 70 150.4 167 46 250.5 20 98 0.00 69 150.5 167 64 >167 20 99 0.00 69 150.5 167 66 >167 20

100 0.00 68 150.4 167 63 >167 20 101 0.00 68 150.5 167 63 >167 20 102 0.00 68 150.4 167 63 >167 20 103 0.00 70 150.4 167 51 292.3 20 104 0.00 68 150.4 167 49 277.9 20 105 0.00 68 150.4 167 52 306.4 20 106 0.00 69 150.4 167 47 261.5 20


Appendix B : Sanitary Sewer Design February 8, 2017

B.2

: SANITARY SEWER DESIGN

SUBDIVISION:

4.0 350 l/p/day 0.60 m/s

DATE: 2.0 50,000 l/ha/day 3.00 m/s

REVISION: 2.4 55,000 l/ha/day 0.013

DESIGNED BY: FILE NUMBER: 160401313 1.5 35,000 l/ha/day BEDDING CLASS BCHECKED BY: 3.4 50,000 l/ha/day MINIMUM COVER 2.50 m

2.7 0.28 l/s/Ha

1.8

C+I+I TOTALAREA ID FROM TO AREA POP. PEAK PEAK AREA ACCU. AREA ACCU. AREA ACCU. AREA ACCU. AREA ACCU. PEAK TOTAL ACCU. INFILT. FLOW LENGTH DIA MATERIAL CLASS SLOPE CAP. CAP. V VEL. VEL.NUMBER M.H. M.H. SINGLE TOWN APT AREA POP. FACT. FLOW AREA AREA AREA AREA AREA FLOW AREA AREA FLOW (FULL) PEAK FLOW (FULL) (ACT.)

(ha) (ha) (l/s) (ha) (ha) (ha) (ha) (ha) (ha) (ha) (ha) (ha) (ha) (l/s) (ha) (ha) (l/s) (l/s) (m) (mm) (%) (l/s) (%) (m/s) (m/s)

R1A 1 EX STUB 0.53 0 20 0 54 0.53 54 4.00 0.9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.53 0.53 0.1 1.0 71.3 200 PVC SDR 35 2.50 52.9 1.94% 1.66 0.54

LOCATION RESIDENTIAL AREA AND POPULATION COMMERCIAL INDUSTRIAL (H)UNITS

INDUSTRIAL (LIGHT)

INSTITUTIONAL

CUMULATIVE

1 PEAKING FACTOR (INDUSTRIAL):PEAKING FACTOR (COMM., INST.):

INSTITUTIONAL GREEN / UNUSED

PERSONS / SINGLE

PIPE

PERSONS / TOWNHOME

PERSONS / APARTMENT

INDUSTRIAL (L) INFILTRATION

INFILTRATION

SANITARY SEWERBLACKSTONE BLOCK 276 DESIGN SHEET

(City of Ottawa)

WAJ

2017/02/03

DESIGN PARAMETERS

AVG. DAILY FLOW / PERSON MINIMUM VELOCITY

MAXIMUM VELOCITY

MANNINGS n

MAX PEAK FACTOR (RES.)=

COMMERCIALMIN PEAK FACTOR (RES.)=

INDUSTRIAL (HEAVY)


Appendix C : Stormwater Management February 8, 2017

C.3

: STORMWATER MANAGEMENT

C.1 MODIFIED RATIONAL METHOD CALCULATION

Stormwater Management Calculations

Project #160401313, Blackstone Block 276 Project #160401313, Blackstone Block 276Modified Rational Method Calculatons for Storage Modified Rational Method Calculatons for Storage

5 yr Intensity I = a/(t + b)ca = 998.071 t (min) I (mm/hr) 100 yr Intensity I = a/(t + b)c

a = 1735.688 t (min) I (mm/hr)City of Ottawa b = 6.053 5 141.18 City of Ottawa b = 6.014 5 242.70

c = 0.814 10 104.19 c = 0.820 10 178.5615 83.56 15 142.8920 70.25 20 119.9525 60.90 25 103.8530 53.93 30 91.8735 48.52 35 82.5840 44.18 40 75.1545 40.63 45 69.0550 37.65 50 63.9555 35.12 55 59.6260 32.94 60 55.89

Subdrainage Area: L101A Controlled - Tributary Subdrainage Area: L101A Controlled - TributaryArea (ha): 0.28 Area (ha): 0.28

C: 0.77 C: 0.96

tc l (5 yr) Qactual Qrelease Qstored Vstored tc l (100 yr) Qactual Qrelease Qstored Vstored Qspill(min) (mm/hr) (L/s) (L/s) (L/s) (m^3) (min) (mm/hr) (L/s) (L/s) (L/s) (m^3) (L/s)

10 104.19 62.45 48.47 13.98 8.39 10 178.56 133.78 49.05 30.50 18.30 54.2320 70.25 42.11 48.47 0.00 0.00 20 119.95 89.87 49.05 15.25 18.30 25.5730 53.93 32.32 48.47 0.00 0.00 30 91.87 68.83 49.05 10.17 18.30 9.6140 44.18 26.48 48.47 0.00 0.00 40 75.15 56.30 49.05 7.25 17.41 0.0050 37.65 22.57 48.47 0.00 0.00 50 63.95 47.92 47.92 0.00 0.00 0.0060 32.94 19.75 48.47 0.00 0.00 60 55.89 41.88 41.88 0.00 0.00 0.0070 29.37 17.60 48.47 0.00 0.00 70 49.79 37.30 37.30 0.00 0.00 0.0080 26.56 15.92 48.47 0.00 0.00 80 44.99 33.71 33.71 0.00 0.00 0.0090 24.29 14.56 48.47 0.00 0.00 90 41.11 30.80 30.80 0.00 0.00 0.00

100 22.41 13.43 48.47 0.00 0.00 100 37.90 28.40 28.40 0.00 0.00 0.00110 20.82 12.48 48.47 0.00 0.00 110 35.20 26.37 26.37 0.00 0.00 0.00120 19.47 11.67 48.47 0.00 0.00 120 32.89 24.65 24.65 0.00 0.00 0.00

Storage: e Above CB Storage: Surface Storage Above CB

Orifice Diameter: IPEX C Orifice Diameter: IPEX CInvert Elevation 98.75 m Invert Elevation 98.75 m

T/G Elevation 100.70 m T/G Elevation 100.70 mMax Ponding Depth 0.15 m Max Ponding Depth 0.20 m

Downstream W/L 98.40 m Downstream W/L 98.40 m

Stage Head Discharge Vreq Vavail Volume Stage Head Discharge Vreq Vavail Volume(m) (L/s) (cu. m) (cu. m) Check (m) (L/s) (cu. m) (cu. m) Check

5-year Water Level 100.85 2.10 48.47 8.39 18.30 OK 100-year Water Level 100.90 2.15 49.05 18.30 18.30 OK0.00

Date: 8/2/2017Stantec Consulting Ltd. Page 1 of 1

anl_swm_VB-MRM_2017-02-01_waj.xlsm, Modified RMW:\active\160401313_Block 279 Phase 3 Cardel\design\analysis\SWM\

MONARCH CORPORATION / CARDEL HOMES, BLACKSTONE COMMUNITY PHASES 2-3, OTTAWA, ONTARIO STORMWATER MANAGEMENT REPORT Revised: October 3rd, 2013

dt w:\active\160401009_blackstone community phase 2-4\design\report\swm\submission 3\rpt_2013-10-03_160401009_swm.doc 4.15

Outlet Tributary Storage

Node ICD Type

Max. Inlet Rate (L/s)

100yr 24hr SCS

100yr 3hr Chicago Aug4_88

OL127D ST127D-S - 184.83 186.58 185.49OL128A ST128A-S 2 x IPEX B 66.92 67.29 66.70OL131A ST131A-S 1x IPEX B, 1 x IPEX D 103.51 104.58 102.83OL132A ST132A-S 2 x IPEX B 67.16 67.38 67.06OL132B ST132B-S 1 x IPEX D 75.92 78.95 76.57OL133A ST133A-S 2 x IPEX C 83.49 83.54 83.48OL133B ST133B-S 1 x IPEX A 21.62 21.62 21.62OL134B ST134B-S 250mm lead 185.11 187.22 183.71OL135B ST135B-S 1 x IPEX C 42.04 42.04 42.04OL135C ST135C-S 1 x IPEX D 65.57 75.23 70.72OL137A ST137A-S 1 x IPEX B 35.04 35.50 35.22OL138A ST138A-S 1 x IPEX B, 1 x IPEX F 128.61 129.60 127.78OL139A ST139A-S 1 x IPEX A 21.62 21.62 21.62OL140A ST140A-S 1 x IPEX B, 1 x IPEX F 128.30 129.26 127.54OL140D ST140D-S 1 x IPEX A 20.69 21.62 21.22OL142A ST142A-S 1x IPEX A 21.62 21.62 21.62OL143A ST143A-S - 47.31 47.57 47.50OL144A ST144A-S - 37.70 38.83 39.37OL146A ST146A-S 1 x IPEX F 98.14 103.38 101.38OL147A ST147A-S 3 x IPEX B 100.69 101.31 100.24OL149A ST149A-S 1 x IPEX C, 1 x IPEX D 106.45 107.15 105.53OL149C ST149C-S 1 x IPEX A 21.62 21.62 21.62OL150A ST150A-S 1 x IPEX D 77.42 84.64 80.01OL200A ST200A-S 1 x IPEX B, 1 x IPEX C 75.31 75.53 75.13OL202A ST202A-S 1 x IPEX B, 2 x IPEX C 117.15 117.45 116.90OL202E ST202E-S 1 x IPEX D 65.57 67.50 66.28OL202F ST202F-S 1 x IPEX A 20.82 21.62 21.40OL204A ST204A-S 1 x IPEX D 65.29 67.53 65.72OL204B ST204B-S 1 x IPEX D 64.10 66.93 64.51OL205A ST205A-S 2 x IPEX A, 2 x IPEX C 126.69 126.82 126.54OL205B ST205B-S 1 x IPEX B, 2 x IPEX D 173.09 174.13 172.14OL206A ST206A-S 4 x IPEX B 133.30 133.94 132.56OL207A ST207A-S 1 x IPEX A, 1 x IPEX B 55.05 55.18 54.90OL207C ST207C-S 1 x IPEX A 17.31 20.15 18.62OL209A ST209A-S 1 x IPEX F 82.65 91.76 92.00OL209B ST209B-S 1 x IPEX B, 1 x IPEX F 115.32 116.06 115.47

47.31 47.57 47.50OL143A ST143A-S -

2013-05-01_Blackstone_template_100yr3hrChicago.inp[TITLE]2013-05-01_Blackstone_template_100yr3hrChicago

[CONDUITS];; Inlet Outlet Manning Inlet Outlet Init. Max. ;;Name Node Node Length N Offset Offset Flow Flow ;;-------------- ---------------- ---------------- ---------- ---------- ---------- ---------- ---------- ---------- MS117 ST143A-S ST202D-S 75 0.013 101.09 100.8 0 0 MS7 ST143A-S ST202C-S 43 0.013 101.09 100.85 0 0

Page 1

2013-05-01_Blackstone_template_100yr3hrChicago.rpt

EPA STORM WATER MANAGEMENT MODEL - VERSION 5.0 (Build 5.0.022) --------------------------------------------------------------

2013-05-01_Blackstone_template_100yr3hrChicago ******************** Link Flow Summary ******************** ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ |Flow| Occurrence |Veloc| Full Full Link Type LPS days hr:min m/sec Flow Depth ----------------------------------------------------------------------------- MS117 CHANNEL 31.19 0 01:10 0.58 0.03 0.24 MS7 CHANNEL 38.73 0 01:10 0.67 0.03 0.24

Page 1

dthiffault

Highlight

dthiffault

Highlight

dthiffault

Text Box

SUM=69.9L/s


Appendix C : Stormwater Management February 8, 2017

C.4

C.2 STORM SEWER DESIGN SHEET

DATE: 1:2 yr 1:5 yr 1:10 yr 1:100 yrREVISION: a = 732.951 998.071 1174.184 1735.688 0.013 BDESIGNED BY: FILE NUMBER: b = 6.199 6.053 6.014 6.014 2.00 mCHECKED BY: c = 0.810 0.814 0.816 0.820 10 min

AREA ID FROM TO AREA AREA AREA AREA AREA C C C C A x C ACCUM A x C ACCUM. A x C ACCUM. A x C ACCUM. T of C I2-YEAR I5-YEAR I10-YEAR I100-YEAR QCONTROL ACCUM. QACT LENGTH PIPE WIDTH PIPE PIPE MATERIAL CLASS SLOPE QCAP % FULL VEL.

NUMBER M.H. M.H. (2-YEAR) (5-YEAR) (10-YEAR) (100-YEAR) (ROOF) (2-YEAR) (5-YEAR) (10-YEAR) (100-YEAR) (2-YEAR) AxC (2YR) (5-YEAR) AxC (5YR) (10-YEAR) AxC (10YR) (100-YEAR) AxC (100YR) QCONTROL (CIA/360) OR DIAMETER HEIGHT SHAPE (FULL) (FULL)(ha) (ha) (ha) (ha) (ha) (-) (-) (-) (-) (ha) (ha) (ha) (ha) (ha) (ha) (ha) (ha) (min) (mm/h) (mm/h) (mm/h) (mm/h) (L/s) (L/s) (L/s) (m) (mm) (mm) (-) (-) (-) % (L/s) (-) (m/s)

L101A 101 EX STUB 0.00 0.28 0.00 0.00 0.00 0.00 0.77 0.00 0.00 0.000 0.000 0.216 0.216 0.000 0.000 0.000 0.000 10.00 76.81 104.19 122.14 178.56 0.0 0.0 62.4 72.9 300 300 CIRCULAR PVC - 1.00 96.2 64.90% 1.3710.96

LOCATION PIPE SELECTIONDRAINAGE AREA

2017/02/03 (City of Ottawa)1 MANNING'S n =

BLACKSTONE BLOCK 276 STORM SEWER DESIGN PARAMETERSDESIGN SHEET I = a / (t+b)c (As per City of Ottawa Guidelines, 2012)

TIME OF ENTRY

BEDDING CLASS = WAJ MINIMUM COVER:DT

160401313


Appendix D : DRAWINGS February 8, 2017

D.5

: DRAWINGS

: POTABLE WATER ANALYSIS

Documents

Transcript of : POTABLE WATER ANALYSIS