Revised Draft Plan of Subdivision - brant.ca · MTE FSR will determine peak flows and pipe sizes based on the proposed land uses in the 2017 Draft Plan. The existing Paris Links Road

TECHNICAL MEMORANDUM

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TO:

Michael Melling, Isaiah Banach MTE FILE NO.: C41899-104

COMPANY: Davies Howe LLP 10th Floor 425 Adelaide Street West Toronto, ON M5V 3C1

DATE: October 2, 2017

FROM: Ward Wilson, P.Eng. Jeff Martens, P.Eng.

PROJECT NAME: Paris Grand Estates

Servicing Brief – Revised Draft Plan of Subdivision

1.0 INTRODUCTION MTE Consultants Inc. is pleased to provide this Technical Memorandum as an overview of the servicing impacts for the revised draft plan of subdivision prepared by the GSP Group dated September 18, 2017 (the “2017 Draft Plan”, Attached). The revised draft plan replaces the previous draft plan completed in 2016 (the “2016 Draft Plan” Attached). Numerous reports and studies on the servicing and stormwater management strategy were prepared in support of the 2016 Draft Plan. These include, but are not limited to the following:

- Functional Servicing and Preliminary Stormwater Management Report Paris Grand Subdivision prepared by R.J. Burnside dated May 2016 (the Burnside FSR).

- Water Balance and Hydrogeological Impact Assessment Study prepared by Stantec Consulting Ltd. Dated February 23, 2015

- Hydrogeological Study Report prepared by LVM dated March 13, 2015

- Paris Grand Water Supply Study – Aquifer and Well Assessment prepared by R.J. Burnside dated December 12, 2016.

The significant changes to the plan include:

1. Increase in the total number of units from 400 to 800.

2. Consolidation of the stormwater management (“SWM”) facilities from three to two.

3. The addition of 149 Paris Links Road (the “Locke Property”) to the Draft Plan.


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4. Adjustment of Paris Links Road to match the existing road at the western site boundary;

the 2016 Draft Plan realigned Paris Links Road to the abandoned rail corridor. MTE Consultants Inc. will prepare the following reports in support of the 2017 Draft Plan:

1. Functional Servicing Report (the “MTE FSR”) (including a Water Distribution Analysis).

2. Preliminary Stormwater Management Report including:

a. Floodplain Analysis & Paris Links Road Culvert Preliminary Design;

b. Update to the Continuous Model; and

c. Update to Water Balance Analysis.

2.0 SERVICING OVERVIEW

This Technical Memorandum will review the municipal servicing strategies presented in the Burnside FSR for the 2016 Draft Plan, focus on additional issues that arise with regard to the 2017 Draft Plan, and discuss how they will be addressed.

2.1 Sanitary Servicing

Sanitary servicing will be generally consistent with the strategy presented in the Burnside FSR. A preliminary layout of the sanitary sewer collection system is shown on Figure 1. The MTE FSR will determine peak flows and pipe sizes based on the proposed land uses in the 2017 Draft Plan. The existing Paris Links Road Sanitary Pump Station (“SPS”) will be decommissioned and replaced with a new SPS that will be sized to accommodate both the existing and proposed flows. It is anticipated that the forcemain from the new pumping station will connect to the existing forcemain on Paris Links Road, which discharges to the existing trunk sanitary sewer on Grand River Street North. The County recently completed the Paris Master Servicing Plan (“PSMP”). Based on a sewer design spreadsheet model, the PSMP identified sanitary sewer system deficiencies, and recommended sewer upgrades on Creeden Street, Race Street, William Street and Willow Street, and possible upgrade of the Willow Street Pumping Station, to accommodate new development including Paris Grand Estates.


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The Burnside FSR completed an analysis of the downstream trunk sanitary system and concluded that the upgrades currently identified and planned within the current County Development Charges By-law to 2021 should accommodate the 400 units contemplated in the 2016 Draft Plan. The Burnside FSR also examined options for providing equalization storage at the new SPS to maintain peak flows at current conditions so that some or all of the Paris Grand Subdivision could be developed in advance of the downstream improvements planned in 2021. The estimated peak flow generated by the 2017 Draft Plan is approximately 37 L/s. When combined with the flow from existing development that goes to the existing pumping station, the estimated peak flow to the new pumping station will be approximately 60 L/s. For this peak flow rate, the velocity in the existing 200mm forcemain will be 1.9 m/s. This is within the range of 0.6 to 3.0 m/s recommended in Ministry of the Environment and Climate Change (“MOECC”) design guidelines. Therefore, the existing forcemain will have sufficient capacity for the new pumping station. See the Preliminary Sanitary Sewer Design Sheet and calculations included in Appendix A. To assess the capacity of downstream sanitary sewers, MTE obtained a copy of the Paris sewer design spreadsheet model from the County. The spreadsheet was updated to include the flows generated by the 2017 Draft Plan, and the impact on downstream sewers was reviewed. Copies of the relevant portions of the spreadsheet are included in Appendix A. Table 1-1 excerpted from the PSMP is also included in Appendix A, which lists the sewer deficiencies identified in the PSMP. The locations of these deficiencies are shown of Figure 6-9 from the PMSP, also included in Appendix A. Our review identified the same sewer deficiencies, with one additional section of sewer showing as deficient. Pipe Section PRS0272 on William Street is also over-capacity with the 2017 Draft Plan. However, this section of sewer is between two other sections planned to be upgraded (PRS0265 and PRS0273). In practice, this section of pipe would normally be upgraded to the same size as the adjoining pipes even if it wasn’t over-capacity. Therefore, it is concluded that the planned upgrades recommended in the PSMP will accommodate the peak sanitary flows from the 2017 Draft Plan. It should be noted that the PSMP recommended further evaluation of the Willow Street Pumping Station, using flow data from the County’s SCADA system to confirm if pumping station upgrades are required. However, an allowance was made in the cost estimates for planned system upgrades if required. The MTE FSR for the 2017 Draft Plan will further update analyses of both the downstream trunk sanitary system and potential equalization storage at the SPS to confirm that:


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the upgrades currently identified and planned in 2021 can accommodate the 800 units contemplated in the 2017 Draft Plan; and

it is feasible to use equalization storage at the new SPS to allow development to proceed within the Paris Grand Subdivision in advance of downstream sanitary trunk sewer upgrades

These analyses will take flow monitoring results at the existing SPS into account to confirm the flows from existing development that will be tributary to the new SPS. Staging of the development to accommodate future downstream upgrades will also be examined in detail.

2.2 Paris Wastewater Treatment Plant (“WWTP”)

The WWTP has a rated design capacity of 7,056 m3/day per the current MOECC Certificate of Approval. Based on an actual per capita flow average of 400 L/cap/day, the WWPT has capacity for an equivalent design population of 17,640. It was confirmed through the PSMP that the WWTP is anticipated to have sufficient capacity to accommodate development to 2031, although it was recommended that the process of upgrading the plant begin as early as 2021 to ensure uninterrupted growth beyond 2031. Consistent with this recommendation, the County’s 2015 Development Charges Background Study identifies upgrades to the existing WWTP with an approximate timing of 2021, within the planning period of the current Development Charges By-law. Based on the above, it is concluded that there is capacity to accommodate the proposed 2017 Draft Plan. However, MTE will review the population projections included in the PSMP with the County to determine if the proposed intensification of the Paris Grand Subdivision will have any impact on the population projections to 2031, and the consequently required capacity of the WWTP.

2.3 Water Distribution

Water servicing will be generally consistent with the previous strategy in the Burnside FSR. The proposed development is located within Pressure Zone 1 of the municipal supply system. The development will be serviced by the existing 350mm waterman on Paris Links Road.


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Further to the Burnside FSR, the County’s water modelling consultant updated the Paris Water System Hydraulic Model based on the estimated water demands for the 2016 Draft Plan. This analysis indicated that there would be ample supply and pressure to accommodate that plan. A preliminary layout of the water distribution system for the 2017 Draft Plan is shown on Figure 2. The estimated water demands are shown in Table 1. These are approximately double the estimated demands for the 2016 Draft Plan. A further update to the Paris Water System Hydraulic Model will be required to evaluate the impact of the new demands, and confirm main sizing for the distribution system within the 2017 Draft Plan. Table 1

2.4 Water Supply The Paris Grand Water Supply Study – Aquifer and Well Assessment (R.J. Burnside, December 12, 2016), prepared for the 2016 Draft Plan, addressed the County’s policy to require major new development within the Paris urban area to provide for its own water supply (i.e., new source wells). This report will be updated by Burnside to accommodate the increased water demand required for the 2017 Draft Plan.

Paris Grand Water Demand

County of Brant Design Criteria

Average Day Demand 350 L/capita/day

Max Day Demanf Factor 2.75

Max Hour Demand Factor 4

Land Use1Units ppu Population

Avg. Day

Demand

L/s

Max. Day

Demand

L/s

Max. Hour

Demand

L/s

Residential 476 2.89 1375.64 5.6 15.3 22.3

Medium Density Residential 324 1.94 628.56 2.5 7.0 10.2

Totals 800 2004.2 8.1 22.3 32.5

1as per Draft Plan -GSP Sept 18, 2017


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2.5 Site Grading & Storm Drainage

Site grading will be generally consistent with the previous strategy in the Burnside FSR. Road grades will be within the County standards of 0.5% to 8%, with overland flow being conveyed within the rights-of-way to the SWM facilities. Proposed grading will generally follow pre-development drainage patterns. Gilbert Creek traverses the site in a southwest direction, outletting to the Grand River. The area west of Gilbert Creek and north of Paris Links Road will drain to a small SWM facility at the northeast corner of Stage 1. The area west of Gilbert Creek and south of Paris Links Road will drain to a SWM facility at the south end of the site adjacent the Grand River. The area east of Gilbert Creek and north of Paris Links Road will also drain to the SWM facility at the south end of the site. This is the most significant change on the post development drainage for the site. The SWM facility east of Gilbert Creek on the north side of Paris Links Road has been eliminated, and the storm flows combined into the SWM facility adjacent the Grand River. A preliminary layout for storm drainage and SWM facilities is shown on Figure FD3.1. With the inclusion of the Locke property in the 2017 Draft Plan, replacement of the existing culvert on Gilbert Creek, under Paris Links Road, will be investigated to prevent overtopping of the road during major storm events, without increasing the flood elevations in the Creek. In addition, removal of the existing weir on Gilbert Creek will be investigated in consultation with Natural Resource Solutions Inc.

2.6 Stormwater Management

Storm drainage, stormwater management, and water balance are addressed in a separate report prepared by MTE entitled Paris Grand Estates Preliminary Stormwater Management Report.

2.7 Roadworks

Road right-of-way widths remain consistent with the 2016 Draft Plan. Paris Links Road has been revised to tie into the existing road at the western site boundary. Paris Links Road across the entire property frontage will be upgraded to a full urban cross-section. The vertical profile will be adjusted to meet sightline requirements. The culvert crossing at Gilbert Creek will be assessed and adjusted to accommodate the road widening and proposed vertical profile.


FIGURES

1. 2017 Draft Plan 2. 2016 Draft Plan 3. Figure 1 – Preliminary Sanitary Sewer Layout 4. Figure 2 – Preliminary Water Distribution System Layout 5. Figure FD3.1 – Conceptual Storm Servicing Plan

Figure 1.0

SEP.28/17

1:5000

-104

Figure 2.0

SEP.28/17

1:5000

-104

TOWN

OF

PARIS

41899-104

41

89

9-1

04

FD3.1

GR

AN

D R

IVE

R

GR

AND

RIVER

EXISTING

RESIDENTIAL

EXISTING

RESIDENTIAL

SITE

CO

NC

EP

TU

AL S

TO

RM

S

ER

VIC

IN

G P

LA

N


APPENDIX A

Sanitary Sewer Design Information

DESIGN PARAMETERS

0.0130

0.00405 L/s/c Min. Velocity (full flow) 0.60 m/sec

0.4688 L/s/ha Min Velocity (actual) 0.50 m/sec

Project Number: 41899-104 0.5208 L/s/ha 3.00 m/sec

Date: Sept 30/17 0.1400 L/s/ha 0.23 L/s/ha

Design By: WAW 90 %

Checked By: 3.1 p/unit

File: Q:\41899\104\41899-104-Sanitary Design Sheet-Preliminary - WAW.xlsx

DESIGN

Area No. Street NameFrom

MHTo MH

Incremental

Area (ha)

Cumulative

Area (ha)

Single/Semi-

Detached

Units

Block

Row/Condo

Units

Apartment

Units

Senior

Building

Units

Incremental

Population

Cumulative

Population

Avg. Flow

(L/s)M

Peak Flow

(L/s)

Infiltration

Flow (L/s)

Total Flow

(L/s)

Exist. Development to Exist P.S. 28.00 28.00 1160 1160 4.70 3.76 17.65 6.44 24.09

Paris Grand Estates Subdivision 33.50 33.50 2005 2005 8.12 3.58 29.11 7.71 36.82

Combined Flow to New P.S. 61.50 3165 3165 12.82 3.42 43.87 14.15 58.02

Mannings "n"

PARIS GRAND ESTATES PRELIMINARYPARIS, COUNTY OF BRANT, ONTARIO SANITARY SEWER DESIGN SHEET Average Daily Flow

PUBLIC WORKS DEPARTMENT Residential

Commercial

Industrial

LOCATION RESIDENTIAL / ROADWAY

Max. Velocity

Inst. / School Infiltration

Max. Capacity

Resid. Density

Paris Grand Forcemain Capacity Sept 30/17

Flow to New Pump Station = 60 L/s = 0.06 m3/s

Diameter Area

m m2

Existing forcemain 0.2 0.0314

Velocity in forcemain = Flow rate/cross-sectional area of forcemain

= 0.06 / 0.0314

= 1.9 m/s

Recommended range per MOECC guidelines = 0.6 to 3.0 m/s

Table K: Paris Sanitary Sewer Capacity - Existing Conditions (2009)

Street Name

Sanitary

Pipe No.

Current

From

Utility

(New)

Utility

Type

To Utility

(New)

Utility

Type

Primary

Type of

Develop

Local

Pop Res

Local

Pop Ind

Local

Pop

Comm

Local

Pop Inst

Total

Pop Res

Total

Pop Ind

Total

Pop

Com

Total

Pop Inst

Total

Pop

1000s

Res

Total

Pop

1000s

Ind

Total

Pop

1000

Com

Total

Pop

1000 Inst

Total Pop

(All Pop

Upstream)

Res Area

(ha)

Ind Area

(ha)

Com

Area (ha)

Inst Area

(ha)

Total

Area Res

(ha)

Total Ind

Area (ha)

Total

Com

Area (ha)

Total

Inst Area

(ha)

Total Res

Area (All

Area

Upstream)

Total ICI

Area (All ICI

Upstream)

KavPeaking

Factor M

Actual

Peaking

Factor M

Peak

Design

Flow

Q(d)

Peak

Design

Localize

d (L/s)

Pipe

Diameter

(mm)

Length

(m)

Grade

(%)Grade

Pipe

Material

Pipe

Area

(mm2)

Wetted

Perimeter

(mm)

Hydrauli

c Radius

(mm)

Capacity

(L/s)

Velocity

(m/s)

Is the

Sewer

Sized

Properly?

# of

Services

Year

built

Pipe

ConditionComments

ST. PATRICK ST. PRS0404 PRS1483 MH PRS1482 MH Res 7 153 0 0 53 0.15 0.00 0.00 0.05 0.21 0.19 4.02 0.00 0.00 0.85 4.02 0.85 0.97 4.00 4.0 3.9 0.2 200 45.000 7.390 0.0739 PVC 31416 628 50 89 2.84 Yes 0 1995

BAYLY DR. PRS0401 PRS1487 MH PRS1486 MH Res 40 40 0 0 0 0.04 0.00 0.00 0.00 0.04 1.04 1.04 0.00 0.00 0.00 1.04 0.00 1.00 4.33 4.3 0.9 0.9 200 80.000 1.000 0.01 PVC 31416 628 50 33 1.04 Yes 0 1995




ST. PATRICK ST. PRS0416 PRS1481 MH PRS1137 MH Res 11 517 0 0 53 0.52 0.00 0.00 0.05 0.57 0.28 13.61 0.00 0.00 0.85 13.61 0.85 0.99 3.90 3.9 11.8 0.2 250 28.700 0.260 0.0026 PVC 49087 785 62.5 30 0.62 Yes 0 1993


ST. PATRICK PRS0415 PRS1137 MH PRS1141 MH Res 0 536 0 0 53 0.54 0.00 0.00 0.05 0.59 0.00 14.11 0.00 0.00 0.85 14.11 0.85 0.99 3.89 3.9 12.2 0.0 250 114.940 0.280 0.0028 AC 49087 785 62.5 31 0.64 Yes 1 1976

CHARLTON DR. PRS0414 PRS1142 MH PRS1141 MH Res 19 19 0 0 0 0.02 0.00 0.00 0.00 0.02 0.51 0.51 0.00 0.00 0.00 0.51 0.00 1.00 4.38 4.4 0.5 0.5 250 50.000 5.590 0.0559 AC 49087 785 62.5 141 2.86 Yes 4 1976


JASMINE DR. PRS0410 PRS1140 MH PRS1139 MH Res 44 44 0 0 0 0.04 0.00 0.00 0.00 0.04 1.17 1.17 0.00 0.00 0.00 1.17 0.00 1.00 4.32 4.3 1.0 1.0 250 61.890 0.790 0.0079 AC 49087 785 62.5 53 1.08 Yes 10 1976

JASMINE DR. PRS0411 PRS1139 MH PRS1138 MH Res 19 63 0 0 0 0.06 0.00 0.00 0.00 0.06 0.49 1.66 0.00 0.00 0.00 1.66 0.00 1.00 4.29 4.3 1.5 0.4 250 75.610 1.430 0.0143 AC 49087 785 62.5 71 1.45 Yes 4 1976


RIVERVIEW TERR. PRS0407 PRS1477 MH PRS1478 MH Res 23 23 0 0 0 0.02 0.00 0.00 0.00 0.02 0.61 0.61 0.00 0.00 0.00 0.61 0.00 1.00 4.37 4.4 0.6 0.6 200 64.900 3.500 0.035 PVC 31416 628 50 61 1.95 Yes 0 1994FLOW WAS INCORRECTLY SENT TO

LINE 489 - CORRECTED

RIVERVIEW TERR. PRS0409 PRS1479 MH PRS1136 MH Res 10 10 0 0 0 0.01 0.00 0.00 0.00 0.01 0.27 0.27 0.00 0.00 0.00 0.27 0.00 1.00 4.41 4.4 0.2 0.2 200 68.200 1.250 0.0125 PVC 31416 628 50 37 1.17 Yes 0 1994

RIVERVIEW TERR. PRS0418 PRS1136 MH PRS1135 MH Res 24 34 0 0 0 0.03 0.00 0.00 0.00 0.03 0.62 0.89 0.00 0.00 0.00 0.89 0.00 1.00 4.35 4.3 0.8 0.6 250 46.040 8.230 0.0823 AC 49087 785 62.5 171 3.48 Yes 3 1976




0

PARIS LINKS RD. PRS0430 PRS1115 MH PRS1116 MH Inst 84 0 0 0 84 0.00 0.00 0.00 0.08 0.08 1.35 0.00 0.00 0.00 1.35 0.00 1.35 0.80 3.41 3.4 0.8 2.5 250 70.410 0.320 0.0032 AC 49087 785 62.5 34 0.69 Yes 4 1976

PARIS LINKS RD. PRS0429 PRS1116 MH PRS1117 MH Inst 115 0 0 0 199 0.00 0.00 0.00 0.20 0.20 1.85 0.00 0.00 0.00 3.20 0.00 3.20 0.80 3.32 3.3 1.8 3.4 250 69.190 0.560 0.0056 AC 49087 785 62.5 45 0.91 Yes 3 1976

PARIS LINKS RD. PRS0428 PRS1117 MH PRS1118 MH Res 40 40 0 0 199 0.04 0.00 0.00 0.20 0.24 1.06 1.06 0.00 0.00 3.20 1.06 3.20 0.85 3.50 3.5 2.7 0.8 250 80.770 4.980 0.0498 AC 49087 785 62.5 133 2.70 Yes 3 1976






RIVERVIEW TERR./ PARIS

LINKS RD. PRS0424 PRS1132 MH PRS3003

GOLF

LINKS

RD.

PUMP

. STA. Res 0 905 0 0 252 2.91 0.00 0.00 0.25 3.165 0.00 57.45 0.00 0.00 4.05 57.45 4.05 0.99 3.38 3.4 55.4 0.0 250 4.880 0.410 0.0041 CONC 49087 785 62.5 38 0.78 No 0 1976

PARIS LINKS RD.

SANITARY PUMPING

STATION FORCEMAIN PRS0431 PRS3003

PARIS

LINKS

RD.

PUMP

. STA. PRS1114 MH Res 0 3.16 57.45 4.05 0.99 60.0 200 485.120 0.000 AC 31416 628 50

FORCEM

AIN 0 1976 Pipe is a forcemain

PARIS LINKS RD. PRS0433 PRS1114 MH PRS1113 MH Res 1 1 0 0 0 0.00 0.00 0.00 0.00 3.16 0.02 0.02 0.00 0.00 0.00 57.47 4.05 0.99 3.38 3.4 60.0 0.0 300 19.000 1.500 0.015 PVC 70686 942 75 118 1.68 Yes 0 1998 inserted flow from NEW P.S. of 65 L/s

PARIS LINKS RD. SPS

AND GRAND RIVER

STREET NORTH SPS

FLOW COMBINED 8.42 85.37 51.34 193.0

GRAND RIVER ST. N. PRS0386 PRS1113 MH PRS1143 MH Res 16 17 21 0 0 0.02 0.02 0.00 0.00 8.46 0.42 0.44 0.21 0.00 0.00 85.81 51.55 0.92 2.80 2.8 193.6 0.3 600 58.800 0.140 0.0014 PVC 282743 1885 150 230 0.81 Yes 4 1998 161.5 Pre Dev Peak Flow 161.5

Catchment Area 13ST. ANDREW ST. PRS0377 PRS1448 MH PRS5001 INCRE Res 11 11 0 0 0 0.01 0.00 0.00 0.00 0.01 0.30 0.30 0.00 0.00 0.00 0.30 0.00 1.00 4.41 4.4 0.3 0.3 200 50.000 1.320 0.0132 PVC 31416 628 50 38 1.20 Yes 0 1989

ST. ANDREW ST. PRS1542 PRS5001 INCRE PRS1147 MH Res 4 16 0 0 0 0.02 0.00 0.00 0.00 0.02 0.11 0.41 0.00 0.00 0.00 0.41 0.00 1.00 4.39 4.4 0.4 0.1 250 18.600 0.640 0.0064 AC 49087 785 62.5 48 0.97 Yes 1979

CAPRON ST. PRS0378 PRS1147 MH PRS1146 MH Res 23 39 0 0 0 0.04 0.00 0.00 0.00 0.04 0.61 1.02 0.00 0.00 0.00 1.02 0.00 1.00 4.34 4.3 0.9 0.5 250 46.340 0.500 0.005 AC 49087 785 62.5 42 0.86 Yes 3 1979

CAPRON ST. PRS0379 PRS1146 MH PRS1145 MH Res 24 62 0 0 0 0.06 0.00 0.00 0.00 0.06 0.62 1.64 0.00 0.00 0.00 1.64 0.00 1.00 4.29 4.3 1.5 0.6 250 87.500 2.700 0.027 AC 49087 785 62.5 98 1.99 Yes 8 1979

ALEXANDER AVE.. PRS0345 PRS1445 MH PRS1446 MH Res 37 37 0 0 0 0.04 0.00 0.00 0.00 0.04 0.97 0.97 0.00 0.00 0.00 0.97 0.00 1.00 4.34 4.3 0.9 0.9 200 75.700 1.690 0.0169 PVC 31416 628 50 43 1.36 Yes 0 1990


ST. ANDREW ST. PRS0347 PRS1447 MH PRS1444 MH Res 45 45 0 0 0 0.05 0.00 0.00 0.00 0.05 1.19 1.19 0.00 0.00 0.00 1.19 0.00 1.00 4.32 4.3 1.1 1.1 200 116.200 0.400 0.004 PVC 31416 628 50 21 0.66 Yes 0 1989 ADDED TO RUN PRS1444~PRS1443



ST. GEORGE ST. PRS0380 PRS1451 MH PRS1453 MH Res 21 21 0 0 0 0.02 0.00 0.00 0.00 0.02 0.54 0.54 0.00 0.00 0.00 0.54 0.00 1.00 4.38 4.4 0.5 0.5 200 65.700 1.940 0.0194 PVC 31416 628 50 46 1.45 Yes 0 1990

ST. GEORGE ST. PRS0383 PRS1453 MH PRS5000 INCRE Res 12 96 0 0 0 0.10 0.00 0.00 0.00 0.10 0.32 2.52 0.00 0.00 0.00 2.52 0.00 1.00 4.25 4.2 2.2 0.3 200 63.800 0.330 0.0033 PVC 31416 628 50 19 0.60 Yes 0 1990

ST. GEORGE ST. PRS0718 PRS5000 INCRE PRS1145 MH Res 4 100 0 0 0 0.10 0.00 0.00 0.00 0.10 0.11 2.63 0.00 0.00 0.00 2.63 0.00 1.00 4.24 4.2 2.3 0.1 250 19.800 0.570 0.0057 AC 49087 785 62.5 45 0.91 Yes 0 1979

0.00

CAPRON ST. PRS0384 PRS1145 MH PRS1144 MH Inst 95 162 0 0 95 0.16 0.00 0.00 0.09 0.26 1.52 4.27 0.00 0.00 1.52 4.27 1.52 0.95 3.89 3.9 4.5 2.8 250 114.630 0.340 0.0034 AC 49087 785 62.5 35 0.71 Yes 6 1979

CAPRON ST. PRS0385 PRS1144 MH PRS1143 MH Inst 49 162 0 0 143 0.16 0.00 0.00 0.14 0.31 0.78 4.27 0.00 0.00 2.30 4.27 2.30 0.93 3.79 3.8 4.9 1.4 250 119.820 0.400 0.004 AC 49087 785 62.5 38 0.77 Yes 4 1979

GRAND RIVER ST. N. PRS0360 PRS1143 MH PRS1180 MH Inst 109 179 21 0 252 0.18 0.02 0.00 0.25 8.91 1.75 4.71 0.21 0.00 4.05 90.08 55.60 0.92 2.78 2.8 198.5 3.2 600 94.600 0.170 0.0017 PVC 282743 1885 150 253 0.90 Yes 2 1998 166.3 Pre Dev Peak Flow 166.3


ALEXANDER AVE.. PRS0358 PRS1455 MH PRS1456 MH Res 2 27 0 0 0 0.03 0.00 0.00 0.00 0.03 0.04 0.70 0.00 0.00 0.00 0.70 0.00 1.00 4.36 4.4 0.6 0.0 200 18.400 1.000 0.01 CLAY 31416 628 50 33 1.04 Yes 0 1990

ALEXANDER AVE.. PRS0359 PRS1456 MH PRS1180 MH Res 3 30 0 0 0 0.03 0.00 0.00 0.00 0.03 0.08 0.78 0.00 0.00 0.00 0.78 0.00 1.00 4.36 4.4 0.7 0.1 200 44.600 1.000 0.01 CLAY 31416 628 50 33 1.04 Yes 0 1964



Catchment Area 14BANFIELD ST. PRS0319 PRS1423 MH PRS1422 MH Res 53 53 0 0 0 0.05 0.00 0.00 0.00 0.05 1.39 1.39 0.00 0.00 0.00 1.39 0.00 1.00 4.31 4.3 1.2 1.2 200 96.400 2.200 0.022 PVC 31416 628 50 49 1.55 Yes 0 1987

BANFIELD ST. PRS0320 PRS1422 MH PRS1421 MH Res 58 111 0 0 0 0.11 0.00 0.00 0.00 0.11 1.52 2.91 0.00 0.00 0.00 2.91 0.00 1.00 4.23 4.2 2.6 1.3 200 94.300 0.370 0.0037 PVC 31416 628 50 20 0.64 Yes 0 1987


JOHN AVE. PRS0322 PRS1419 MH PRS1420 MH Res 26 26 0 0 0 0.03 0.00 0.00 0.00 0.03 0.69 0.69 0.00 0.00 0.00 0.69 0.00 1.00 4.36 4.4 0.6 0.6 200 66.400 0.540 0.0054 PVC 31416 628 50 24 0.77 Yes 0 1987


WARWICK ST. PRS0338 PRS1421 MH PRS1431 MH Res 14 210 0 0 0 0.21 0.00 0.00 0.00 0.21 0.37 5.53 0.00 0.00 0.00 5.53 0.00 1.00 4.14 4.1 4.8 0.3 200 80.000 0.380 0.0038 PVC 31416 628 50 20 0.64 Yes 0 1987

BAIRD STREET PRS0339 PRS1429 MH PRS1428 MH Res 29 29 0 0 0 0.03 0.00 0.00 0.00 0.03 0.76 0.76 0.00 0.00 0.00 0.76 0.00 1.00 4.36 4.4 0.7 0.7 200 55.800 0.640 0.0064 PVC 31416 628 50 26 0.84 Yes 0 1988

JANE ST. PRS0340 PRS1428 MH PRS1430 MH Res 22 51 0 0 0 0.05 0.00 0.00 0.00 0.05 0.57 1.33 0.00 0.00 0.00 1.33 0.00 1.00 4.31 4.3 1.2 0.5 200 84.500 0.630 0.0063 PVC 31416 628 50 26 0.83 Yes 0 1988






ST. ANDREW ST. PRS0344 PRS1448 MH PRS1447 MH Res 23 23 0 0 0 0.02 0.00 0.00 0.00 0.02 0.60 0.60 0.00 0.00 0.00 0.60 0.00 1.00 4.37 4.4 0.5 0.5 200 76.200 1.620 0.0162 PVC 31416 628 50 42 1.33 Yes 0 1989 Slope of pipe was assumed to be 0.5%.

ST. ANDREW ST. PRS0348 PRS1444 MH PRS1443 MH Res 33 101 0 0 0 0.10 0.00 0.00 0.00 0.10 0.86 3 0 0 0 2.65 0.00 1.00 4.24 4.2 2.3 0.8 200 86.100 3.800 0.038 PVC 31416 628 50 64 2.04 Yes 0 1989

ST. ANDREW ST. PRS0349 PRS1443 MH PRS1441 MH Res 11 502 0 0 0 0.50 0.00 0.00 0.00 0.50 0.29 13.22 0.00 0.00 0.00 13.22 0.00 1.00 3.97 4.0 11.1 0.2 250 59.800 0.380 0.0038 PVC 49087 785 62.5 37 0.75 Yes 0 1987


BAIRD STREET PRS0351 PRS1441 MH PRS1449 MH Res 17 562 0 0 0 0.56 0.00 0.00 0.00 0.56 0.45 14.79 0.00 0.00 0.00 14.79 0.00 1.00 3.95 3.9 12.4 0.4 250 72.300 0.390 0.0039 PVC 49087 785 62.5 37 0.76 Yes 0 1987


ST. GEORGE ST. PRS0353 PRS1451 MH PRS1450 MH Res 41 41 0 0 0 0.04 0.00 0.00 0.00 0.04 1.08 1.08 0.00 0.00 0.00 1.08 0.00 1.00 4.33 4.3 1.0 1.0 200 119.000 2.700 0.027 PVC 31416 628 50 54 1.72 Yes 0 1990


Page 5 of 13


Street Name

Sanitary

Pipe No.

Current

From

Utility

(New)

Utility

Type

To Utility

(New)

Utility

Type

Primary

Type of

Develop

Local

Pop Res

Local

Pop Ind

Local

Pop

Comm

Local

Pop Inst

Total

Pop Res

Total

Pop Ind

Total

Pop

Com

Total

Pop Inst

Total

Pop

1000s

Res

Total

Pop

1000s

Ind

Total

Pop

1000

Com

Total

Pop

1000 Inst

Total Pop

(All Pop

Upstream)

Res Area

(ha)

Ind Area

(ha)

Com

Area (ha)

Inst Area

(ha)

Total

Area Res

(ha)

Total Ind

Area (ha)

Total

Com

Area (ha)

Total

Inst Area

(ha)

Total Res

Area (All

Area

Upstream)

Total ICI

Area (All ICI

Upstream)

KavPeaking

Factor M

Actual

Peaking

Factor M

Peak

Design

Flow

Q(d)

Peak

Design

Localize

d (L/s)

Pipe

Diameter

(mm)

Length

(m)

Grade

(%)Grade

Pipe

Material

Pipe

Area

(mm2)

Wetted

Perimeter

(mm)

Hydrauli

c Radius

(mm)

Capacity

(L/s)

Velocity

(m/s)

Is the

Sewer

Sized

Properly?

# of

Services

Year

built

Pipe

ConditionComments


GRAND RIVER ST. N. PRS0334 PRS1177 MH PRS1176 MH Res 14 970 21 0 252 0.97 0.02 0.00 0.25 9.66 0.38 25.53 0.21 0.00 4.05 110.90 55.60 0.93 2.77 2.8 212.2 0.2 600 116.000 0.230 0.0023 PVC 282743 1885 150 295 1.04 Yes 10 1998 180.2 Pre Dev Peak Flow




GRAND RIVER ST. N. PRS0330 PRS1173 MH PRS1172 MH Res 39 1122 21 0 252 1.12 0.02 0.00 0.25 9.81 1.02 29.53 0.21 0.00 4.05 114.90 55.60 0.93 2.77 2.8 214.8 0.7 375 84.760 1.750 0.0175 CONC 110447 1178 93.75 232 2.10 Yes 0 1960 182.8 Pre Dev Peak Flow

Catchment Area 15BANFIELD ST. PRS0324 PRS1418 MH PRS1417 MH Res 10 10 0 0 0 0.01 0.00 0.00 0.00 0.01 0.27 0.27 0.00 0.00 0.00 0.27 0.00 1.00 4.41 4.4 0.2 0.2 200 69.700 2.050 0.0205 PVC 31416 628 50 47 1.49 Yes 0 1987








EMILY ST. PRS0260 PRS1167 MH PRS6005 MH Res 15 15 0 0 0 0.02 0.00 0.00 0.00 0.02 0.40 0.40 0.00 0.00 0.00 0.40 0.00 1.00 4.40 4.4 0.4 0.4 200 60.000 1.620 0.0162 AC 31416 628 50 42 1.33 Yes 0 1981

EMILY ST. PRS0711 PRS6005 JOINT PRS1171 MH Res 34 49 0 0 0 0.05 0.00 0.00 0.00 0.05 0.90 1.30 0.00 0.00 0.00 1.30 0.00 1.00 4.32 4.3 1.2 0.8 200 12.000 1.620 0.0162 AC 31416 628 50 42 1.33 Yes 1 1963 ADDED RUN


RIVER LANE PRS1309 PRIVATE N/A PRS2222 MH Res 7 7 0 0 0 0.01 0.00 0.00 0.00 0.01 0.18 0.18 0.00 0.00 0.00 0.18 0.00 1.00 4.43 4.4 0.2 0.2 200 N/A 0.000 CONC 31416 628 50 #VALUE! #VALUE! #VALUE! 0 1963

RIVER LANE PRS1308 PRS2143 MH PRS2223 MH Res 27 34 0 0 0 0.03 0.00 0.00 0.00 0.03 0.71 0.89 0.00 0.00 0.00 0.89 0.00 1.00 4.35 4.3 0.8 0.6 200 62.400 0.000 CONC 31416 628 50 #VALUE! #VALUE! #VALUE! 0 1963

RIVER LANE EASEMENT PRS1307 PRS2223 MH PRS1926 MH Res 8 41 0 0 0 0.04 0.00 0.00 0.00 0.04 0.20 1.09 0.00 0.00 0.00 1.09 0.00 1.00 4.33 4.3 1.0 0.2 200 19.000 0.000 CONC 31416 628 50 #VALUE! #VALUE! #VALUE! 0 1963

HAMILTON CT. PRS0257 PRS1926 MH PRS1927 MH Res 10 51 0 0 0 0.05 0.00 0.00 0.00 0.05 0.26 1.35 0.00 0.00 0.00 1.35 0.00 1.00 4.31 4.3 1.2 0.2 200 47.400 0.480 0.0048 CONC 31416 628 50 23 0.72 Yes 0 1963 926 was 233B & 927 was 233A

HAMILTON CT. PRS0258 PRS1927 MH PRS1233 MH Res 9 60 0 0 0 0.06 0.00 0.00 0.00 0.06 0.23 1.58 0.00 0.00 0.00 1.58 0.00 1.00 4.30 4.3 1.4 0.2 200 61.800 0.440 0.0044 CONC 31416 628 50 22 0.69 Yes 0 1963 927 WAS 233A


0.0

Catchment Area 16JOHN AVE. PRS0241 PRS1469 MH PRS1466 MH Res 43 43 0 0 0 0.04 0.00 0.00 0.00 0.04 1.13 1.13 0.00 0.00 0.00 1.13 0.00 1.00 4.33 4.3 1.0 1.0 200 37.000 5.940 0.0594 PVC 31416 628 50 80 2.54 Yes 0 1991

HELEN ST. PRS0242 PRS1468 MH PRS1467 MH Res 13 13 0 0 0 0.01 0.00 0.00 0.00 0.01 0.35 0.35 0.00 0.00 0.00 0.35 0.00 1.00 4.40 4.4 0.3 0.3 200 34.500 1.000 0.01 PVC 31416 628 50 33 1.04 Yes 0 1991

HELEN ST. PRS0243 PRS1467 MH PRS1466 MH Res 3 16 0 0 0 0.02 0.00 0.00 0.00 0.02 0.08 0.43 0.00 0.00 0.00 0.43 0.00 1.00 4.39 4.4 0.4 0.1 200 6.300 0.910 0.0091 PVC 31416 628 50 31 1.00 Yes 0 1991




JOHN AVE. PRS0706 PRS6004 JOINT PRS1168 MH Res 23 128 0 0 0 0.13 0.00 0.00 0.00 0.13 0.60 3.37 0.00 0.00 0.00 3.37 0.00 1.00 4.21 4.2 3.0 0.5 200 12.100 8.240 0.0824 AC 31416 628 50 94 3.00 Yes 1 1972 MISSING RUN

BROADWAY ST. E. PRS0247 PRS1169 MH PRS1168 MH Res 15 15 0 0 0 0.01 0.00 0.00 0.00 0.01 0.39 0.39 0.00 0.00 0.00 0.39 0.00 1.00 4.40 4.4 0.4 0.4 200 17.990 9.690 0.0969 AC 31416 628 50 102 3.25 Yes 2 1972

BROADWAY ST. E. PRS0248 PRS1168 MH PRS1166 MH Res 14 157 0 0 0 0.16 0.00 0.00 0.00 0.16 0.36 4.12 0.00 0.00 0.00 4.12 0.00 1.00 4.18 4.2 3.6 0.3 200 50.300 8.720 0.0872 AC 31416 628 50 97 3.08 Yes 4 1972



BROADWAY ST. E. PRS0251 PRS1166 MH PRS1925 MH Res 16 203 0 0 0 0.20 0.00 0.00 0.00 0.20 0.41 5.35 0.00 0.00 0.00 5.35 0.00 1.00 4.15 4.1 4.6 0.4 250 59.740 2.090 0.0209 AC 49087 785 62.5 86 1.75 Yes 8 1971 925 was 235A

BROADWAY ST. E. PRS0252 PRS1925 MH PRS1235 MH Res 9 212 0 0 0 0.21 0.00 0.00 0.00 0.21 0.24 5.59 0.00 0.00 0.00 5.59 0.00 1.00 4.14 4.1 4.8 0.2 250 60.980 2.150 0.0215 AC 49087 785 62.5 87 1.78 Yes 4 1971 925 was 235A

CHARLOTTE ST. PRS0253 PRS1236 MH PRS1235 MH Res 36 36 0 0 0 0.04 0.00 0.00 0.00 0.04 0.96 0.96 0.00 0.00 0.00 0.96 0.00 1.00 4.34 4.3 0.9 0.9 200 47.560 0.810 0.0081 AC 31416 628 50 30 0.94 Yes 2 1971

CHARLOTTE ST. PRS0254 PRS1235 MH PRS1234 MH Res 12 261 0 0 0 0.26 0.00 0.00 0.00 0.26 0.32 6.87 0.00 0.00 0.00 6.87 0.00 1.00 4.10 4.1 5.9 0.3 250 49.390 3.250 0.0325 AC 49087 785 62.5 107 2.18 Yes 4 1971

CHARLOTTE ST. PRS0255 PRS1234 MH PRS1232 MH Res 11 272 0 0 0 0.27 0.00 0.00 0.00 0.27 0.29 7.16 0.00 0.00 0.00 7.16 0.00 1.00 4.10 4.1 6.2 0.2 250 50.000 3.350 0.0335 AC 49087 785 62.5 109 2.22 Yes 2 1971


GRAND RIVER ST. N. PRS0239 PRS1231 MH PRS1230 MH Com 56 1838 21 56 252 1.84 0.02 0.06 0.25 10.59 0.90 48.37 0.21 0.90 4.05 133.74 56.50 0.94 2.76 2.8 228.4 1.6 375 64.020 6.280 0.0628 CONC 110447 1178 93.75 439 3.98 Yes 3 1963 196.6 Pre Dev Peak Flow

GRAND RIVER ST. N. PRS0238 PRS1230 MH PRS1229 MH Com 41 1838 21 97 252 1.84 0.02 0.10 0.25 10.63 0.66 48.37 0.21 1.56 4.05 133.74 57.16 0.94 2.75 2.8 229.4 1.2 375 71.650 3.720 0.0372 CONC 110447 1178 93.75 338 3.06 Yes 13 1963 197.7 Pre Dev Peak Flow

0.0

Catchment Area 17MARKET ST. PRS0362 PRS1152 MH PRS1153 MH Res 3 4260 3464 104 248 4.26 3.46 0.10 0.25 8.93 0.08 97.00 22.18 1.68 3.98 119.36 27.84 0.96 2.89 2.9 140.7 0.1 450 41.160 0.500 0.005 AC 159043 1414 112.5 202 1.27 Yes 0 1968

0.0

MARKET ST./BROADWAY PRS0361 PRS4007 PLUG PRS1153 MH Res 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 250 14.300 0.800 0.008 AC 49087 785 62.5 53 1.08 #DIV/0! 0 1968 PLUG NO FLOW

0.0

BROADWAY ST. W. PRS0214 PRS1153 MH PRS1154 MH Res 14 4274 3464 104 248 4.27 3.46 0.10 0.25 8.94 0.38 97.38 22.18 1.68 3.98 119.74 27.84 0.96 2.89 2.9 140.9 0.3 450 79.570 1.070 0.0107 AC 159043 1414 112.5 295 1.85 Yes 0 1971





WEST RIVER ST. PRS0219 PRS1158 MH PRS1159 MH Res 51 4441 3464 104 248 4.44 3.46 0.10 0.25 9.11 1.35 101.76 22.18 1.68 3.98 124.12 27.84 0.96 2.89 2.9 143.8 0.9 450 61.590 7.390 0.0739 AC 159043 1414 112.5 775 4.87 Yes 2 1971



EMILY ST. PRS0222 PRS1162 MH PRS1163 MH Res 10 10 0 0 0 0.01 0.00 0.00 0.00 0.01 0.26 0.26 0.00 0.00 0.00 0.26 0.00 1.00 4.42 4.4 0.2 0.2 150 45.430 11.860 0.1186 AC 17671 471 37.5 52 2.97 Yes 3 1971




BROADWAY ST. W. PRS0226 PRS1924 MH PRS1237 MH Res 24 24 0 0 0 0.02 0.00 0.00 0.00 0.02 0.62 0.62 0.00 0.00 0.00 0.62 0.00 1.00 4.37 4.4 0.6 0.6 200 15.850 0.300 0.003 AC 31416 628 50 18 0.57 Yes 0 1971 924 was 237A




BROADWAY LN. PRS0230 PRS1922 MH PRS1241 MH Res 14 14 0 0 0 0.01 0.00 0.00 0.00 0.01 0.36 0.36 0.00 0.00 0.00 0.36 1.00 4.40 4.4 0.3 0.3 200 8.770 9.700 0.097 CONC 31416 628 50 102 3.25 Yes 0 1971 922 was 241A


WEST RIVER ST. PRS0232 PRS1242 MH PRS1243 MH Res 38 4860 3464 104 248 4.86 3.46 0.10 0.25 9.53 0.99 112.79 22.18 1.68 3.98 135.15 27.84 0.97 2.87 2.9 150.8 0.7 450 95.730 0.360 0.0036 CONC 159043 1414 112.5 171 1.08 Yes 9 1971

WILLIAM ST. PRS0233 PRS1243 MH PRS1246 MH Com 63 4860 3464 168 248 4.86 3.46 0.17 0.25 9.59 1.02 112.79 22.18 2.70 3.98 135.15 28.86 0.96 2.87 2.9 152.3 1.9 450 125.610 0.320 0.0032 AC 159043 1414 112.5 161 1.01 Yes 9 1971

BROADWAY ST. W. PRS0234 PRS1244 MH PRS1245 MH Com 80 0 0 80 0 0.00 0.00 0.08 0.00 0.08 1.29 0.00 0.00 1.29 0.00 0.00 1.29 0.80 3.41 3.4 2.4 2.4 250 62.500 4.970 0.0497 AC 49087 785 62.5 133 2.70 Yes 5 1975

BROADWAY ST. W. PRS0235 PRS1245 MH PRS1246 MH Com 12 0 0 92 0 0.00 0.00 0.09 0.00 0.09 0.19 0.00 0.00 1.48 0.00 0.00 1.48 0.80 3.40 3.4 2.7 0.3 250 76.220 6.210 0.0621 AC 49087 785 62.5 148 3.02 Yes 2 1975

WILLIAM ST. PRS0236 PRS1246 MH PRS1923 MH Com 26 4860 3464 286 248 4.86 3.46 0.29 0.25 9.71 0.42 112.79 22.18 4.60 3.98 135.15 30.76 0.96 2.86 2.9 154.9 0.8 450 48.500 4.000 0.04 AC 159043 1414 112.5 570 3.59 Yes 0 1967923 was 229A; Dia. updated to 450mm by

D.J.C.

WILLIAM ST. PRS0237 PRS1923 MH PRS1229 MH Com 17 4860 3464 303 248 4.86 3.46 0.30 0.25 9.72 0.27 112.79 22.18 4.87 3.98 135.15 31.03 0.96 2.86 2.9 155.3 0.5 450 68.000 2.130 0.0213 AC 159043 1414 112.5 416 2.62 Yes 0 1967923 was 229A; Dia. updated to 450mm by

D.J.C.

Catchment Area 18

VICTORIA ST. PRS1286 PRS2211 MH PRS2203 MH Res 7 7 0 0 0 0.01 0.00 0.00 0.00 0.01 0.19 0.19 0 0.00 0 0.19 0.00 1.00 4.43 4.4 0.2 0.2 200 30.000 1.530 0.0153 PVC 31416 628 50 41 1.29 Yes 2 2008

Local service area based on sewer design

sheet prepared by Trow Associates Inc. (May

29, 2008)

VICTORIA ST. PRS1287 PRS2203 MH PRS2204 MH Res 17 24 0 0 0 0.02 0.00 0.00 0.00 0.02 0.45 0.64 0.00 0.00 0.00 0.64 0.00 1.00 4.37 4.4 0.6 0.4 200 65.000 0.440 0.0044 PVC 31416 628 50 22 0.69 Yes 5 2008



29, 2008)

DUNDAS COURT PRS0276 PRS1406 MH PRS6001 MH Res 19 19 0 0 0 0.02 0.00 0.00 0.00 0.02 0.49 0.49 0.00 0.00 0.00 0.49 0.00 1.00 4.38 4.4 0.4 0.4 200 14.700 0.300 0.003 PVC 31416 628 50 18 0.57 Yes 0 2004

DUNDAS CT./VICTORIA PRS0171 PRS6001 MH PRS2204 MH Res 0 19 0 0 0 0.02 0.00 0.00 0.00 0.02 0.00 0.49 0 0 0 0.49 0.00 1.00 4.38 4.4 0.4 0.0 250 84.400 0.900 0.009 CONC 49087 785 62.5 56 1.15 Yes 0 1948




29, 2008)

BARKER ST. PRS1289 PRS2205 MH PRS2206 MH Res 18 82 0 0 0 0.08 0.00 0.00 0.00 0.08 0.47 2.16 0.00 0.00 0.00 2.16 0.00 1.00 4.27 4.3 1.9 0.4 200 77.500 2.460 0.0246 PVC 31416 628 50 51 1.64 Yes 5 2008



29, 2008)

CHURCHILL DR. PRS1279 PRS2192 MH PRS2193 MH Res 13 13 0 0 0 0.01 0.00 0.00 0.00 0.01 0.33 0.33 0.00 0.00 0.00 0.33 0.00 1.00 4.40 4.4 0.3 0.3 200 49.500 1.050 0.0105 PVC 31416 628 50 34 1.07 Yes 2 2008



29, 2008)


Local service area based on sewe.r design


29, 2008)

GORT AVE. PRS1276 PRS2199 MH PRS2212 MH Res 13 13 0 0 0 0.01 0.00 0.00 0.00 0.01 0.35 0.35 0.00 0.00 0.00 0.35 0.00 1.00 4.40 4.4 0.3 0.3 200 50.000 1.460 0.0146 PVC 31416 628 50 40 1.26 Yes 4 2008



29, 2008)

GORT AVE. PRS1298 PRS2212 MH PRS2200 MH Res 2 15 0 0 0 0.01 0.00 0.00 0.00 0.01 0.04 0.39 0 0 0 0.39 0.00 1.00 4.40 4.4 0.4 0.0 200 15.000 0.930 0.0093 PVC 31416 628 50 32 1.01 Yes 0 2008



29, 2008)




29, 2008)

Page 6 of 13


Street Name

Sanitary

Pipe No.

Current

From

Utility

(New)

Utility

Type

To Utility

(New)

Utility

Type

Primary

Type of

Develop

Local

Pop Res

Local

Pop Ind

Local

Pop

Comm

Local

Pop Inst

Total

Pop Res

Total

Pop Ind

Total

Pop

Com

Total

Pop Inst

Total

Pop

1000s

Res

Total

Pop

1000s

Ind

Total

Pop

1000

Com

Total

Pop

1000 Inst

Total Pop

(All Pop

Upstream)

Res Area

(ha)

Ind Area

(ha)

Com

Area (ha)

Inst Area

(ha)

Total

Area Res

(ha)

Total Ind

Area (ha)

Total

Com

Area (ha)

Total

Inst Area

(ha)

Total Res

Area (All

Area

Upstream)

Total ICI

Area (All ICI

Upstream)

KavPeaking

Factor M

Actual

Peaking

Factor M

Peak

Design

Flow

Q(d)

Peak

Design

Localize

d (L/s)

Pipe

Diameter

(mm)

Length

(m)

Grade

(%)Grade

Pipe

Material

Pipe

Area

(mm2)

Wetted

Perimeter

(mm)

Hydrauli

c Radius

(mm)

Capacity

(L/s)

Velocity

(m/s)

Is the

Sewer

Sized

Properly?

# of

Services

Year

built

Pipe

ConditionComments




29, 2008)




29, 2008)




29, 2008)

CHURCHILL DR. PRS1282 PRS2195 MH PRS2196 MH Res 14 104 0 0 0 0.10 0.00 0.00 0.00 0.10 0.38 2.73 0 0 0 2.73 0.00 1.00 4.24 4.2 2.4 0.3 200 45.000 0.620 0.0062 PVC 31416 628 50 26 0.82 Yes 3 2008



29, 2008)

CHURCHILL DR. PRS1283 PRS2196 MH PRS2197 MH Res 24 128 0 0 0 0.13 0.00 0.00 0.00 0.13 0.63 3.36 0.00 0 0 3.36 0.00 1.00 4.21 4.2 3.0 0.6 200 51.300 0.510 0.0051 PVC 31416 628 50 23 0.75 Yes 5 2008



29, 2008)




29, 2008)

0.00

CHURCHILL DR./BARKER PRS1297 PRS2197 MH PRS2206 MH Res 9 155 0 0 0 0.15 0.00 0.00 0.00 0.15 0.23 4.07 0.00 0.00 0.00 4.07 0.00 1.00 4.19 4.2 3.6 0.2 200 80.200 1.430 0.0143 HDPE 31416 628 50 39 1.25 Yes 0 2008

BARKER ST. PRS1290 PRS2206 MH PRS2208 MH Res 6 243 0 0 0 0.24 0.00 0.00 0.00 0.24 0.16 6.39 0.00 0.00 0.00 6.39 0.00 1.00 4.12 4.1 5.5 0.1 200 28.300 1.700 0.017 PVC 31416 628 50 43 1.36 Yes 2 2008



29, 2008)

BARKER ST. PRS1299 PRS2215 MH PRS2208 MH Res 15 15 0 0 0 0.02 0.00 0.00 0.00 0.02 0.40 0.40 0 0 0 0.40 0.00 1.00 4.40 4.4 0.4 0.4 200 60.300 0.450 0.0045 PVC 31416 628 50 22 0.70 Yes 0 2008

BARKER ST. - LAUREL PRS1292 PRS2208 MH PRS2209 MH Res 19 277 0 0 0 0.28 0.00 0.00 0.00 0.28 0.50 7.29 0 0 0 7.29 0.00 1.00 4.09 4.1 6.3 0.4 200 43.100 0.320 0.0032 PVC 31416 628 50 19 0.59 Yes 0 2008

BARKER ST. - LAUREL PRS1293 PRS2209 MH PRS2210 MH Res 19 296 0 0 0 0.30 0.00 0.00 0.00 0.30 0.51 7.80 0.00 0.00 0.00 7.80 0.00 1.00 4.08 4.1 6.7 0.4 200 48.100 0.480 0.0048 PVC 31416 628 50 23 0.72 Yes 0 2008

BARKER ST. - LAUREL PRS1294 PRS2210 MH PRS2214 MH Res 24 320 0 0 0 0.32 0.00 0.00 0.00 0.32 0.62 8.42 0.00 0.00 0.00 8.42 0.00 1.00 4.07 4.1 7.2 0.5 200 50.000 30.100 0.301 HDPE 31416 628 50 180 5.73 Yes 0 2008

BARKER ST. - LAUREL PRS1295 PRS2214 MH PRS2213 MH Res 0 320 0 0 0 0.32 0.00 0.00 0.00 0.32 0.00 8.42 0.00 0.00 0.00 8.42 0.00 1.00 4.07 4.1 7.2 0.0 200 50.000 12.100 0.121 PVC 31416 628 50 114 3.63 Yes 0 2008



LAUREL ST./NITH RIVER PRS0186 PRS1251 MH PRS1250 MH Res 0 320 0 0 0 0.32 0.00 0.00 0.00 0.32 0.00 8.42 0.00 0.00 0.00 8.42 0.00 1.00 4.07 4.1 7.2 0.0 300 79.880 0.440 0.0044 CONC 70686 942 75 64 0.91 Yes 0 1972

NITH RIVER (Siphon) PRS0187 PRS1250 MH PRS1253 MH Res 0 320 0 0 0 0.32 0.00 0.00 0.00 0.32 0.00 8.42 0.00 0.00 0.00 8.42 0.00 1.00 4.07 4.1 7.2 0.0 200 57.320 1.340 0.0134 DI 31416 628 50 38 1.21 Yes 0 1972Slope of pipe from UEM Siphon Inspection

Report (2010)

NITH RIVER/MECHANIC PRS0188 PRS1253 MH PRS1249 MH Res 6 326 0 0 0 0.33 0.00 0.00 0.00 0.33 0.15 8.57 0.00 0.00 0.00 8.57 0.00 1.00 4.06 4.1 7.3 0.1 350 17.680 0.160 0.0016 CONC 96211 1100 87.5 58 0.61 Yes 0 1972

MECHANIC ST. PRS0189 PRS1249 MH PRS1248 MH Res 5 331 0 0 0 0.33 0.00 0.00 0.00 0.33 0.14 8.71 0.00 0.00 0.00 8.71 0.00 1.00 4.06 4.1 7.4 0.1 350 31.400 0.330 0.0033 AC 96211 1100 87.5 84 0.87 Yes 0 1972

WEST RIVER ST. PRS0191 PRS1916 MH PRS1915 MH Res 26 26 0 0 0 0.03 0.00 0.00 0.00 0.03 0.69 0.69 0.00 0.00 0.00 0.69 0.00 1.00 4.36 4.4 0.6 0.6 200 48.170 4.350 0.0435 AC 31416 628 50 68 2.18 Yes 3 1978 915 was 248B & 916 was 248C

WEST RIVER ST. PRS0192 PRS1915 MH PRS1248 MH Res 24 50 0 0 0 0.05 0.00 0.00 0.00 0.05 0.62 1.31 0.00 0.00 0.00 1.31 0.00 1.00 4.32 4.3 1.2 0.6 200 91.460 0.590 0.0059 AC 31416 628 50 25 0.80 Yes 8 1978 915 was 248B

WEST RIVER ST. PRS0190 PRS1914 MH PRS1248 MH Res 33 33 0 0 0 0.03 0.00 0.00 0.00 0.03 0.88 0.88 0.00 0.00 0.00 0.88 0.00 1.00 4.35 4.3 0.8 0.8 200 65.550 0.380 0.0038 AC 31416 628 50 20 0.64 Yes 3 1978 914 was 248A

MECHANIC ST. PRS0193 PRS1248 MH PRS1917 MH Res 22 436 0 0 0 0.44 0.00 0.00 0.00 0.44 0.57 11.47 0.00 0.00 0.00 11.47 0.00 1.00 4.00 4.0 9.7 0.5 350 55.490 0.110 0.0011 AC 96211 1100 87.5 48 0.50 Yes 4 1972 917 was 247A

MECHANIC ST. PRS0194 PRS1917 MH PRS1247 MH Com 54 436 0 54 0 0.44 0.00 0.05 0.00 0.49 0.87 11.47 0.00 0.87 0.00 11.47 0.87 0.99 3.92 3.9 11.4 1.6 350 67.680 0.230 0.0023 AC 96211 1100 87.5 70 0.73 Yes 2 1972 917 was 247A

0.00 0.00 0.00 #DIV/0!

BROADWAY ST. W. PRS0195 PRS1919 MH PRS1918 MH Com 50 0 0 50 0 0.00 0.00 0.05 0.00 0.05 0.80 0.00 0.00 0.80 0.00 0.00 0.80 0.80 3.45 3.5 1.5 1.5 200 74.000 2.080 0.0208 AC 31416 628 50 47 1.51 Yes 0 1972 918 was 247B & 919 was 247C

BROADWAY ST. W. PRS0196 PRS1918 MH PRS1247 MH Com 44 0 0 93 0 0.00 0.00 0.09 0.00 0.09 0.70 0.00 0.00 1.50 0.00 0.00 1.50 0.80 3.40 3.4 2.7 1.3 200 68.600 1.330 0.0133 AC 31416 628 50 38 1.20 Yes 0 1971 918 WAS 247B

MECHANIC ST. PRS0197 PRS1247 MH PRS1227 MH Com 49 436 0 196 0 0.44 0.00 0.20 0.00 0.63 0.78 11.47 0.00 3.15 0.00 11.47 3.15 0.96 3.75 3.8 15.5 1.4 350 115.240 0.140 0.0014 AC 96211 1100 87.5 55 0.57 Yes 0 1967

Catchment Area 19DUMFRIES ST. PRS0199 PRS1218 MH PRS1219 MH Res 31 31 0 0 0 0.03 0.00 0.00 0.00 0.03 0.81 0.81 0.00 0.00 0.00 0.81 0.00 1.00 4.35 4.4 0.7 0.7 200 67.380 2.000 0.02 CONC 31416 628 50 46 1.48 Yes 0 1967

KING EDWARD PRS0201 PRS4005 PLUG PRS1920 MH Res 7 7 0 0 0 0.01 0.00 0.00 0.00 0.01 0.18 0.18 0.00 0.00 0.00 0.18 0.00 1.00 4.43 4.4 0.2 0.2 200 10.973 5.450 0.0545 AC 31416 628 50 77 2.44 Yes 0 1967 920 was 219A

KING EDWARD

ST./DUMFRIES ST. (name

is EASEMENT in sewer

design sheet) PRS0200 PRS1921 MH PRS1920 MH Res 7 7 0 0 0 0.01 0.00 0.00 0.00 0.01 0.18 0.18 0.00 0.00 0.00 0.18 0.00 1.00 4.43 4.4 0.2 0.2 150 17.069 0.300 0.003 AC 17671 471 37.5 8 0.47 Yes 0 1967 920 was 219A & 921 was 219B

KING EDWARD

ST./DUMFRIES ST. (name

is EASEMENT in sewer

design sheet) PRS0202 PRS1920 MH PRS1219 MH Res 7 21 0 0 0 0.02 0.00 0.00 0.00 0.02 0.18 0.54 0.00 0.00 0.00 0.54 0.00 1.00 4.38 4.4 0.5 0.2 200 48.768 5.450 0.0545 AC 31416 628 50 77 2.44 Yes 2 1967 920 was 219A

DUMFRIES ST. PRS0203 PRS1219 MH PRS1220 MH Res 5 56 0 0 0 0.06 0.00 0.00 0.00 0.06 0.12 1.47 0.00 0.00 0.00 1.47 0.00 1.00 4.30 4.3 1.3 0.1 200 66.750 4.270 0.0427 CONC 31416 628 50 68 2.16 Yes 0 1967

BOBBY WEST ST. PRS0204 PRS1224 MH PRS1220 MH Res 32 32 0 0 0 0.03 0.00 0.00 0.00 0.03 0.85 0.85 0.00 0.00 0.00 0.85 0.00 1.00 4.35 4.3 0.8 0.8 200 96.340 10.320 0.1032 CONC 31416 628 50 105 3.35 Yes 0 1967

BOBBY WEST ST. PRS0205 PRS1220 MH PRS1221 MH Res 2 90 0 0 0 0.09 0.00 0.00 0.00 0.09 0.04 2.36 0.00 0.00 0.00 2.36 0.00 1.00 4.26 4.3 2.1 0.0 200 7.620 2.000 0.02 CONC 31416 628 50 46 1.48 Yes 0 1967

BOBBY WEST ST. PRS0206 PRS1221 MH PRS1217 MH Res 2 92 0 0 0 0.09 0.00 0.00 0.00 0.09 0.06 2.42 0.00 0.00 0.00 2.42 0.00 1.00 4.25 4.3 2.1 0.1 250 19.600 2.090 0.0209 AC 49087 785 62.5 86 1.75 Yes 0 1965

GRAND RIVER ST. S. PRS0198 PRS1216 MH PRS1217 MH Res 39 39 0 0 0 0.04 0.00 0.00 0.00 0.04 1.03 1.03 0.00 0.00 0.00 1.03 0.00 1.00 4.34 4.3 0.9 0.9 200 86.890 3.550 0.0355 CONC 31416 628 50 62 1.97 Yes 0 1963

GRAND RIVER ST. S. PRS0207 PRS1217 MH PRS1222 MH Res 7 138 0 0 0 0.14 0.00 0.00 0.00 0.14 0.18 3.63 0.00 0.00 0.00 3.63 0.00 1.00 4.20 4.2 3.2 0.2 200 51.830 5.500 0.055 CONC 31416 628 50 77 2.45 Yes 0 1963

GRAND RIVER ST. S. PRS0208 PRS1222 MH PRS1223 MH Res 11 149 0 0 0 0.15 0.00 0.00 0.00 0.15 0.28 3.91 0.00 0.00 0.00 3.91 0.00 1.00 4.19 4.2 3.4 0.2 250 73.170 5.600 0.056 CONC 49087 785 62.5 141 2.87 Yes 0 1963

GRAND RIVER ST. S. PRS0209 PRS1223 MH PRS1225 MH Res 10 159 0 0 0 0.16 0.00 0.00 0.00 0.16 0.27 4.18 0.00 0.00 0.00 4.18 0.00 1.00 4.18 4.2 3.7 0.2 250 62.200 2.780 0.0278 CONC 49087 785 62.5 99 2.02 Yes 0 1963

GRAND RIVER ST. S. PRS0210 PRS1225 MH PRS1226 MH Res 0 159 0 0 0 0.16 0.00 0.00 0.00 0.16 0.00 4.18 0.00 0.00 0.00 4.18 0.00 1.00 4.18 4.2 3.7 0.0 250 42.672 0.660 0.0066 HDPE 49087 785 62.5 48 0.98 Yes 0 2007

GRAND RIVER ST. N. PRS0211 PRS1226 MH PRS1227 MH Com 40 159 0 40 0 0.16 0.00 0.04 0.00 0.20 0.64 4.18 0.00 0.64 0.00 4.18 0.64 0.97 4.04 4.0 4.9 1.2 250 62.500 2.500 0.025 CONC 49087 785 62.5 94 1.92 Yes 9 1963 Slope of pipe was assumed to be 0.5%.

GRAND RIVER ST. N. PRS0212 PRS1227 MH PRS1228 MH Com 47 595 0 283 0 0.59 0.00 0.28 0.00 0.88 0.76 15.65 0.00 4.55 0.00 15.65 4.55 0.95 3.66 3.7 21.3 1.4 375 77.740 0.220 0.0022 CONC 110447 1178 93.75 82 0.74 Yes 24 1963

GRAND RIVER ST. N. PRS0213 PRS1228 MH PRS1229 MH Com 42 595 0 325 0 0.59 0.00 0.32 0.00 0.92 0.67 15.65 0.00 5.22 0.00 15.65 5.22 0.95 3.63 3.6 22.4 1.2 375 92.990 0.170 0.0017 CONC 110447 1178 93.75 72 0.65 Yes 21 1963

PARIS LINKS RD. SPS

AND GRAND RIVER

STREET NORTH SPS AND

FAIRVIEW HEIGHTS SPS

FLOWS COMBINED 9.27 107.73 51.34 218.3 183.6 Pre -dev Peak Flow

WILLIAM ST. PRS0262 PRS1229 MH PRS1928 MH Com 6 7293 3485 730 499 7.29 3.49 0.73 0.50 21.28 0.09 176.81 22.39 11.74 8.03 284.54 93.50 0.95 2.50 2.5 387.2 0.2 675 31.100 0.350 0.0035 CONC 357847 2121 168.75 497 1.39 Yes 0 1963 353.9 928 was 195A

WILLIAM ST. PRS0263 PRS1928 MH PRS1195 MH Res 0 7293 3485 730 499 7.29 3.49 0.73 0.50 21.28 0.00 176.81 22.39 11.74 8.03 284.54 93.50 0.95 2.50 2.5 387.2 0.0 600 128.000 0.480 0.0048 STEEL 282743 1885 150 425 1.50 Yes 0 1963 353.9

3 layered steel pipes of 250, 400, & 400

encased in concrete.; Slope = average of the

3 pipes

0.0

Catchment Area 20WILLIAM ST. PRS0264 PRS1195 MH PRS1196 MH Res 15 7307 3485 730 499 7.31 3.49 0.73 0.50 21.29 0.39 177.20 22.39 11.74 8.03 284.93 93.50 0.95 2.50 2.5 387.5 0.2 675 32.320 0.030 0.0003 CONC 357847 2121 168.75 146 0.41 No 2 1963 354.1 Pre -dev Peak Flow

WILLIAM ST. PRS0265 PRS1196 MH PRS1194 MH Res 45 7353 3485 730 499 7.35 3.49 0.73 0.50 21.34 1.19 178.39 22.39 11.74 8.03 286.12 93.50 0.95 2.50 2.5 388.2 0.7 675 117.380 0.070 0.0007 CONC 357847 2121 168.75 222 0.62 No 9 1963 354.8 Pre -dev Peak Flow

ELM ST. PRS0271 PRS1621 MH PRS1194 MH Res 82 82 0 0 0 0.08 0.00 0.00 0.00 0.08 2.17 2.17 0.00 0.00 0.00 2.17 0.00 1.00 4.27 4.3 1.9 1.9 200 122.900 0.480 0.0048 CLAY 31416 628 50 23 0.72 Yes 0 1963 930 WAS 194A

ELM ST. PRS0266 PRS1518 MH PRS1517 MH Res 53 53 0 0 0 0.05 0.00 0.00 0.00 0.05 1.40 1.40 0.00 0.00 0.00 1.40 0.00 1.00 4.31 4.3 1.3 1.3 200 76.800 0.340 0.0034 PVC 31416 628 50 19 0.61 Yes 0 1984



ELM ST. PRS0269 PRS1515 MH PRS1194 MH Res 2 81 0 0 0 0.08 0.00 0.00 0.00 0.08 0.06 2.12 0.00 0.00 0.00 2.12 0.00 1.00 4.27 4.3 1.9 0.1 250 28.000 0.350 0.0035 AC 49087 785 62.5 35 0.72 Yes 0 1984



WILLOW ST. PRS0317 PRS1181 MH PRS1216 MH Res 44 44 0 0 0 0.04 0.00 0.00 0.00 0.04 1.17 1.17 0.00 0.00 0.00 1.17 0.00 1.00 4.32 4.3 1.0 1.0 300 39.200 1.410 0.0141 AC 70686 942 75 115 1.62 Yes 0 1969 IS LONGER THAN AS-BUILTS INDICATE

WILLOW ST. PRS0316 PRS1182 MH PRS1183 MH Res 34 79 0 0 0 0.08 0.00 0.00 0.00 0.08 0.90 2.07 0.00 0.00 0.00 2.07 0.00 1.00 4.27 4.3 1.8 0.8 300 107.590 1.000 0.01 AC 70686 942 75 97 1.37 Yes 0 1969



HAMPTON ST. PRS0313 PRS1930 MH PRS5065 MH Res 21 21 0 0 0 0.02 0.00 0.00 0.00 0.02 0.54 0.54 0.00 0.00 0.00 0.54 0.00 1.00 4.38 4.4 0.5 0.5 200 76.300 0.470 0.0047 PVC 31416 628 50 22 0.72 Yes 0 1984 930 was 185A

WILLOW ST. PRS0312 PRS1185 MH PRS1929 MH Res 14 179 0 0 0 0.18 0.00 0.00 0.00 0.18 0.36 4.70 0.00 0.00 0.00 4.70 0.00 1.00 4.17 4.2 4.1 0.3 300 70.120 2.240 0.0224 AC 70686 942 75 145 2.05 Yes 0 1970 929 was 185B

WILLOW ST. PRS0311 PRS1929 MH PRS1186 MH Res 8 187 0 0 0 0.19 0.00 0.00 0.00 0.19 0.21 4.91 0.00 0.00 0.00 4.91 0.00 1.00 4.16 4.2 4.3 0.2 300 69.820 3.080 0.0308 AC 70686 942 75 170 2.40 Yes 0 1970 929 was 185B

WALNUT ST. PRS0309 PRS1511 MH PRS1187 MH Res 25 25 0 0 0 0.03 0.00 0.00 0.00 0.03 0.67 0.67 0.00 0.00 0.00 0.67 0.00 1.00 4.37 4.4 0.6 0.6 200 61.100 1.030 0.0103 PVC 31416 628 50 33 1.06 Yes 0 1984

WALNUT ST. PRS0310 PRS1187 MH PRS1186 MH Res 13 39 0 0 0 0.04 0.00 0.00 0.00 0.04 0.35 1.02 0.00 0.00 0.00 1.02 0.00 1.00 4.34 4.3 0.9 0.3 250 76.220 0.900 0.009 AC 49087 785 62.5 56 1.15 Yes 0 1970

WILLOW ST. PRS0308 PRS1186 MH PRS1188 MH Res 7 232 0 0 0 0.23 0.00 0.00 0.00 0.23 0.18 6.11 0.00 0.00 0.00 6.11 0.00 1.00 4.12 4.1 5.3 0.2 350 85.370 1.310 0.0131 AC 96211 1100 87.5 167 1.74 Yes 0 1970





WILLOW ST. PRS0290 PRS1192 MH PRS1197 MH Res 1 7858 3485 730 499 7.86 3.49 0.73 0.50 21.84 0.02 191.70 22.39 11.74 8.03 299.43 93.50 0.95 2.49 2.5 396.1 0.0 675 30.180 0.120 0.0012 AC 357847 2121 168.75 291 0.81 No 0 1963 362.8 Pre -dev Peak Flow

0.0

Catchment Area 21JOSEPH BRANT ST. PRS0296 PRS1510 MH PRS1509 MH Res 22 22 0 0 0 0.02 0.00 0.00 0.00 0.02 0.59 0.59 0.00 0.00 0.00 0.59 0.00 1.00 4.37 4.4 0.5 0.5 200 53.700 1.530 0.0153 PVC 31416 628 50 41 1.29 Yes 0 1984


0.00

MULHOLLAND DR. PRS0298 PRS1508 MH PRS1507 MH Res 28 28 0 0 0 0.03 0.00 0.00 0.00 0.03 0.73 0.73 0.00 0.00 0.00 0.73 0.00 1.00 4.36 4.4 0.7 0.7 200 86.600 0.390 0.0039 PVC 31416 628 50 20 0.65 Yes 0 1984

SMITH STREET. EAST PRS0299 PRS1507 MH PRS1506 MH Res 10 38 0 0 0 0.04 0.00 0.00 0.00 0.04 0.26 0.99 0.00 0.00 0.00 0.99 0.00 1.00 4.34 4.3 0.9 0.2 200 83.000 0.700 0.007 PVC 31416 628 50 27 0.87 Yes 0 1984

0.00

Page 7 of 13


Street Name

Sanitary

Pipe No.

Current

From

Utility

(New)

Utility

Type

To Utility

(New)

Utility

Type

Primary

Type of

Develop

Local

Pop Res

Local

Pop Ind

Local

Pop

Comm

Local

Pop Inst

Total

Pop Res

Total

Pop Ind

Total

Pop

Com

Total

Pop Inst

Total

Pop

1000s

Res

Total

Pop

1000s

Ind

Total

Pop

1000

Com

Total

Pop

1000 Inst

Total Pop

(All Pop

Upstream)

Res Area

(ha)

Ind Area

(ha)

Com

Area (ha)

Inst Area

(ha)

Total

Area Res

(ha)

Total Ind

Area (ha)

Total

Com

Area (ha)

Total

Inst Area

(ha)

Total Res

Area (All

Area

Upstream)

Total ICI

Area (All ICI

Upstream)

KavPeaking

Factor M

Actual

Peaking

Factor M

Peak

Design

Flow

Q(d)

Peak

Design

Localize

d (L/s)

Pipe

Diameter

(mm)

Length

(m)

Grade

(%)Grade

Pipe

Material

Pipe

Area

(mm2)

Wetted

Perimeter

(mm)

Hydrauli

c Radius

(mm)

Capacity

(L/s)

Velocity

(m/s)

Is the

Sewer

Sized

Properly?

# of

Services

Year

built

Pipe

ConditionComments


WALNUT ST. PRS0301 PRS1505 MH PRS6003 REDU Res 14 128 0 0 0 0.13 0.00 0.00 0.00 0.13 0.38 3.38 0.00 0.00 0.00 3.38 0.00 1.00 4.21 4.2 3.0 0.3 200 63.600 0.400 0.004 PVC 31416 628 50 21 0.66 Yes 0 1983

WALNUT ST. PRS0683 PRS6003 REDU PRS1199 MH Res 5 133 0 0 0 0.13 0.00 0.00 0.00 0.13 0.12 3.50 0.00 0.00 0.00 3.50 0.00 1.00 4.21 4.2 3.1 0.1 250 17.000 0.830 0.0083 AC 49087 785 62.5 54 1.10 Yes 0 1975

0.00

NIMMO ST. PRS0291 PRS1512 MH PRS1513 MH Res 81 81 0 0 0 0.08 0.00 0.00 0.00 0.08 2.12 2.12 0.00 0.00 0.00 2.12 0.00 1.00 4.27 4.3 1.9 1.9 200 107.000 0.640 0.0064 PVC 31416 628 50 26 0.84 Yes 0 1984



WILLIAM ST. PRS0294 PRS1201 MH PRS1200 MH Res 8 130 0 0 0 0.13 0.00 0.00 0.00 0.13 0.22 3.41 0.00 0.00 0.00 3.41 0.00 1.00 4.21 4.2 3.0 0.2 200 45.730 7.330 0.0733 AC 31416 628 50 89 2.83 Yes 2 1975




WILLOW ST. PRS0289 PRS1197 MH PRS1202 MH Res 47 8188 3485 730 499 8.19 3.49 0.73 0.50 22.17 1.23 200.38 22.39 11.74 8.03 308.11 93.50 0.95 2.49 2.5 401.2 0.8 675 125.000 0.150 0.0015 CONC 357847 2121 168.75 326 0.91 No 9 1963 368.0 Pre -dev Peak Flow




WALNUT ST. PRS0285 PRS4006 PLUG PRS1501 MH Res 3 3 0 0 0 0.00 0.00 0.00 0.00 0.00 0.08 0.08 0.00 0.00 0.00 0.08 0.00 1.00 4.45 4.5 0.1 0.1 200 13.700 0.400 0.004 PVC 31416 628 50 21 0.66 Yes 0 1983

YEO ST. PRS0286 PRS1501 MH PRS1500 MH Res 19 76 0 0 0 0.08 0.00 0.00 0.00 0.08 0.49 2.01 0.00 0.00 0.00 2.01 0.00 1.00 4.27 4.3 1.8 0.4 200 83.200 1.000 0.01 PVC 31416 628 50 33 1.04 Yes 0 1983

YEO ST. PRS0287 PRS1500 MH PRS1203 MH Res 1 78 0 0 0 0.08 0.00 0.00 0.00 0.08 0.03 2.04 0.00 0.00 0.00 2.04 0.00 1.00 4.27 4.3 1.8 0.0 200 16.000 11.690 0.1169 PVC 31416 628 50 112 3.57 Yes 0 1983



BROCK ST. PRS0277 PRS1520 MH PRS1519 MH Res 8 8 0 0 0 0.01 0.00 0.00 0.00 0.01 0.22 0.22 0.00 0.00 0.00 0.22 0.00 1.00 4.42 4.4 0.2 0.2 250 42.400 6.860 0.0686 PVC 49087 785 62.5 156 3.17 Yes 0 1984

WALNUT LN. PRS0278 PRS1502 MH PRS1522 MH Res 15 15 0 0 0 0.01 0.00 0.00 0.00 0.01 0.39 0.39 0.00 0.00 0.00 0.39 0.00 1.00 4.40 4.4 0.4 0.4 200 78.200 0.860 0.0086 PVC 31416 628 50 30 0.97 Yes 0 1984

WALNUT LN. PRS0279 PRS1522 MH PRS1519 MH Res 11 26 0 0 0 0.03 0.00 0.00 0.00 0.03 0.29 0.68 0.00 0.00 0.00 0.68 0.00 1.00 4.36 4.4 0.6 0.3 200 88.200 0.780 0.0078 PVC 31416 628 50 29 0.92 Yes 0 1984

BROCK ST. PRS0280 PRS1519 MH PRS5004 REDU Res 5 39 0 0 0 0.04 0.00 0.00 0.00 0.04 0.12 1.02 0.00 0.00 0.00 1.02 0.00 1.00 4.34 4.3 0.9 0.1 250 51.200 2.270 0.0227 PVC 49087 785 62.5 90 1.83 Yes 0 1984

BROCK ST. PRS0734 PRS5004 REDU PRS1205 MH Res 23 62 0 0 0 0.06 0.00 0.00 0.00 0.06 0.60 1.62 0.00 0.00 0.00 1.62 0.00 1.00 4.30 4.3 1.4 0.5 250 16.000 0.600 0.006 AC 49087 785 62.5 46 0.94 Yes 0 1963

DUNDAS ST. EAST PRS1330 PRS4021 PRS2235 Com 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.0 450 6.000 0.400 0.004 PVC 159043 1414 112.5 180 1.13 #DIV/0! 2010

DUNDAS ST. EAST PRS1329 PRS2235 PRS2234 Com 342 0 0 342 0 0.00 0.00 0.34 0.00 0.34 5.5 0.00 0.00 5.50 0.00 0.00 5.50 0.80 3.24 3.2 9.6 0.0 450 92.000 0.400 0.004 PVC 159043 1414 112.5 180 1.13 Yes 2010

DUNDAS ST. EAST PRS1328 PRS2234 PRS2233 Com 176 0 0 518 0 0.00 0.00 0.52 0.00 0.52 2.83 0.00 0.00 8.33 0.00 0.00 8.33 0.80 3.17 3.2 14.3 0.0 450 65.000 0.400 0.004 PVC 159043 1414 112.5 180 1.13 Yes 2010

DUNDAS ST. EAST PRS1327 PRS2233 PRS2232 Com 0 0 0 518 0 0.00 0.00 0.52 0.00 0.52 0 0.00 0.00 8.33 0.00 0.00 8.33 0.80 3.17 3.2 14.3 0.0 450 15.000 0.500 0.005 PVC 159043 1414 112.5 202 1.27 Yes 2010


CURTIS AVE. NORTH PRS1331 PRS4023 PRS2231 Com 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.0 250 6.000 0.500 0.005 PVC 49087 785 62.5 42 0.86 #DIV/0! 2010



WILLOW ST. PRS1323 PRS2229 PRS2228 Com 0 0 0 518 0 0.00 0.00 0.52 0.00 0.52 0 0.00 0.00 8.33 0.00 0.00 8.33 0.80 3.17 3.2 14.3 0.0 450 55.000 2.000 0.02 PVC 159043 1414 112.5 403 2.54 Yes 2010





WILLOW ST. PRS0680 PLUG PRS1538 MH NA NA NA NA NA NA NA NA NA NA NA NA NA 0.00 NA NA NA NA NA NA NA NA NA 0.00 #VALUE! NA NA NA 1200 2.440 0.000 CONC 1130973 3770 300 Storage Pipe acts as a holding tank if the Willow

Street SPS (PRS 0689) ever back ups

WILLOW ST. PRS0270 PRS1538 MH PRS1539 MH NA NA NA NA NA NA NA NA NA NA NA NA NA 0.00 NA NA NA NA NA NA NA NA NA 0.00 #VALUE! NA NA NA 1200 84.600 0.100 0.001 CONC 1130973 3770 300 Storage 2004Pipe acts as a holding tank if the Willow


WILLOW ST. PRS0678 PRS1539 MH PRS1206 MH NA NA NA NA NA NA NA NA NA NA NA NA NA 0.00 NA NA NA NA NA NA NA NA NA 0.00 #VALUE! NA NA NA 900 1.000 1.000 0.01 CONC 636173 2827 225 Storage 2004Pipe acts as a holding tank if the Willow


WILLOW ST. PRS0275 PRS1205 MH PRS1206 MH Res 55 8526 3485 730 499 8.53 3.49 0.73 0.50 22.51 1.46 209 22 12 8 317.01 93.50 0.95 2.48 2.5 406.5 0.9 675 152.440 0.150 0.0015 CONC 357847 2121 168.75 326 0.91 No 18 1963 373.3 Pre -dev Peak Flow 373.3

WILLOW ST. PRS0689 PRS1206 MH PRS3005 WSPS Res 9 8535.18 3485 1248 499 8.54 3.49 1.25 0.50 23.04 0.23 210 22 20 8 317.24 101.83 0.95 2.47 2.5 417.3 0.1 685 18.300 0.400 0.004 STEEL 368528 2152 171.25 553 1.50 Yes 0 1964 384.1Goes to Will Street San PS Pre dev peak

Flow 384.1

WILLOW STREET SPS

SANITARY PUMPING

STATION FORCEMAIN

PRS1315(

9883) PRS3005 WSPS PRS6008 VC 23.04 317.24 101.83 295.0 400 46.670 0.500 0.005 STEEL 125664 1257 100 147 1.17 0 0 Forcemain

Forcemain 1

WILLOW ST PRS9874 PRS6010 PRS8004 295.0 400 253.830 0.000 HDPE 125664 1257 100

FORCEM

AIN 2007

Forcemain (twinned with PRS9875)

Deleted pipe PRS0274 (inactive sanitary

sewer)

DUNDAS ST. WEST PRS9876 PRS8004

PRS1300

0 295.0 400 327.410 0.000 HDPE 125664 1257 100

FORCEM

AIN 2007 Forcemain twinned with PRS9877

DUNDAS ST. WEST PRS9878

PRS1300

0 PRS2221 295.0 400 40.910 0.000 HDPE 125664 1257 100

FORCEM


Forcemain 2 (Standby)

WILLOW ST 295.0 400 260.530 0.000 HDPE 125664 1257 100

FORCEM


DUNDAS ST. WEST 295.0 400 331.060 0.000 HDPE 125664 1257 100

FORCEM


DUNDAS ST. WEST 295.0 400 35.940 0.000 HDPE 125664 1257 100

FORCEM


Catchment Area 22

DAUGAARD AVE. PRS1234 PRS1975 MH PRS1976 MH Res

DELETE

D -

Duplicate 0 0 0 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #VALUE! 200 37.749 1.300 0.013 PVC 31416 628 50 37 1.19 #DIV/0! 5 2000direction may be opposite; Slope of pipe was

assumed to be 0.5%.

COURT DR. PRS0983 PRS2053 MH PRS1619 MH Res 31 31 0 0 0 0.03 0.00 0.00 0.00 0.03 0.81 0.81 0.00 0.00 0.00 0.81 0.00 1.00 4.35 4.4 0.7 0.7 200 78.800 2.280 0.0228 PVC 31416 628 50 50 1.58 Yes 0 1999


WESTON ST. PRS0166 PRS1618 MH PRS1617 MH Res 30 30 0 0 0 0.03 0.00 0.00 0.00 0.03 0.79 0.79 0.00 0.00 0.00 0.79 0.00 1.00 4.35 4.4 0.7 0.7 200 84.000 0.350 0.0035 PVC 31416 628 50 19 0.62 Yes 8 1996




LONG LANE PRS0990 PRS2049 MH PRS2048 MH Res 38 38 0 0 0 0.04 0.00 0.00 0.00 0.04 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 4.34 4.3 0.9 0.9 200 90 2.86 0.0286 PVC 31416 628 50 55 1.77 Yes 0 2004

LONG LANE PRS0987 PRS2048 MH PRS2047 MH Res 36 74 0 0 0 0.07 0.00 0.00 0.00 0.07 0.94 1.94 0.00 0.00 0.00 1.94 0.00 1.00 4.28 4.3 1.7 0.8 200 89.5 2.9 0.029 PVC 31416 628 50 56 1.78 Yes 0 2004



LONG LANE PRS0958 PRS2045 MH PRS0968 LINE Res 15 130 0 0 0 0.13 0.00 0.00 0.00 0.13 0.4 3.43 0.00 0.00 0.00 3.43 0.00 1.00 4.21 4.2 3.0 0.4 200 40.6 1.79 0.0179 PVC 31416 628 50 44 1.40 Yes 0 2004

LONG LANE PRS0968 PRS0958 LINE PRS2041 MH Res 3 133 0 0 0 0.13 0.00 0.00 0.00 0.13 0.08 3.51 0.00 0.00 0.00 3.51 0.00 1.00 4.21 4.2 3.1 0.1 200 47 1.96 0.0196 PVC 31416 628 50 46 1.46 Yes 0 2004

DUGAARD AVENUE PRS0992 PRS2044 PLUG PRS2043 MH Res 28 28 0 0 0 0.03 0.00 0.00 0.00 0.03 0.74 0.74 0.00 0.00 0.00 0.74 0.00 1.00 4.36 4.4 0.7 0.7 200 80 1.33 0.0133 PVC 31416 628 50 38 1.20 Yes 0 2000

DUGAARD AVENUE PRS0986 PRS2043 MH PRS2152 MH Res 36 64 0 0 0 0.06 0.00 0.00 0.00 0.06 0.94 1.68 0.00 0.00 0.00 1.68 0.00 1.00 4.29 4.3 1.5 0.8 200 90 1.64 0.0164 PVC 31416 628 50 42 1.34 Yes 0 2000

DUGAARD AVENUE PRS0985 PRS2152 MH PRS2041 MH Res 32 96 0 0 0 0.10 0.00 0.00 0.00 0.10 0.85 2.53 0.00 0.00 0.00 2.53 0.00 1.00 4.25 4.2 2.2 0.8 200 91.1 2.22 0.0222 PVC 31416 628 50 49 1.56 Yes 0 2000



EDITH STREET PRS0802 PRS1976 MH PRS4013 MH Res 4 256 0 0 0 0.26 0.00 0.00 0.00 0.26 0.1 6.73 0.00 0.00 0.00 6.73 0.00 1.00 4.11 4.1 5.8 0.1 200 49.57 2.07 0.0207 PVC 31416 628 50 47 1.50 Yes 0 2000

EDITH ST. PRS0679 PRS4013 PLUG PRS1614 MH Res 6 261 0 0 0 0.26 0.00 0.00 0.00 0.26 0.15 6.88 0.00 0.00 0.00 6.88 0.00 1.00 4.10 4.1 5.9 0.1 200 36.500 2.070 0.0207 PVC 31416 628 50 47 1.50 Yes 0 1996




DAUGAARD AVE PRS0803 PRS1974 MH PRS2145 MH Res 7 7 0 0 0 0.01 0.00 0.00 0.00 0.01 0.18 0.18 0.00 0.00 0.00 0.18 0.00 1.00 4.43 4.4 0.2 0.2 200 89.524 2.200 0.022 PVC 31416 628 50 49 1.55 Yes 0 2000 INCLUDES CONDOS

DUNDAS ST. W. PRS0804 PRS2145 PLUG PRS1611 MH Res 11 18 0 0 0 0.02 0.00 0.00 0.00 0.02 0.30 0.48 0.00 0.00 0.00 0.48 0.00 1.00 4.39 4.4 0.4 0.3 200 73.487 0.500 0.005 PVC 31416 628 50 23 0.74 Yes 0 2000

DUNDAS ST. W. PRS0159 PRS1611 MH PRS1610 MH Res 19 530 0 0 0 0.53 0.00 0.00 0.00 0.53 0.51 13.94 0.00 0.00 0.00 13.94 0.00 1.00 3.96 4.0 11.7 0.4 200 75.500 0.350 0.0035 PVC 31416 628 50 19 0.62 Yes 1 1996

DUNDAS ST. W. PRS1336 PRS1610 MH PRS2237 MH Res 10 540 0 0 0 0.54 0.00 0.00 0.00 0.54 0.26 14.20 0.00 0.00 0.00 14.20 0.00 1.00 3.96 4.0 11.9 0.2 300 11.200 5.040 0.0504 PVC 70686 942 75 217 3.07 Yes 0 2010

0.0

Catchment Area 22A

LONG LANE PRS0981 PRS2063 MH PRS2062 MH Res 29 29 0 0 0 0.03 0.00 0.00 0.00 0.03 0.77 0.77 0.00 0.00 0.00 0.77 0.00 1.00 4.36 4.4 0.7 0.7 150 57.7 2.15 0.0215 PVC 17671 471 37.5 22 1.26 Yes 0 2003

LONG LANE PRS0982 PRS2062 MH PRS2057 MH Res 18 47 0 0 0 0.05 0.00 0.00 0.00 0.05 0.47 1.24 0.00 0.00 0.00 1.24 0.00 1.00 4.32 4.3 1.1 0.4 150 60.3 2.03 0.0203 PVC 17671 471 37.5 22 1.23 Yes 0 2003

KELLY COURT PRS0979 PRS2061 MH PRS2057 MH Res 65 65 0 0 0 0.07 0.00 0.00 0.00 0.07 1.72 1.72 0.00 0.00 0.00 1.72 0.00 1.00 4.29 4.3 1.5 1.5 200 93.5 2.66 0.0266 PVC 31416 628 50 53 1.70 Yes 0 2003

Page 8 of 13

Table 1-1 Existing Wastewater System “Theoretical” Deficiencies

Street Name No. of Pipes undersized

Pipe Sections Names

Existing Pipe Diameter

(mm)

Existing Pipe Capacity

(L/s) Required Pipe Capacity (L/s)

Design Pipe Diameter (mm)

Forest Drive 1 PRS0596 300 67 71 375 Grand River Street North 7 PRS0515 300 46 48 375

PRS0517 300 46 50 375

PRS0518 300 47 51 375

PRS0526 300 54 74 375

PRS0527 300 54 76 375

PRS0528 300 54 80 375

PRS0531 300 60 83 375

Scott Avenue 1 PRS0642 250 50 69 300 Wellington

Street 1 PRS0481 400 93 108 450

William Street 3 PRS0264 675 146 354 1050

PRS0265 675 222 355 900

PRS0273 675 347 358 750

Willow Street 6 PRS0290 675 291 363 825

PRS0289 675 326 368 750

PRS0288 675 326 369 750

PRS0282 675 357 371 750

PRS0281 675 291 371 825

PRS0275 675 326 373 750 Woodslee Avenue 1 PRS1235 300 31 44 375

Ball Street 2 PRS0038 675 326 340 750

PRS0035 675 336 355 750

Race Street 4 PRS0030 675 357 372 750

PRS0002 675 385 389 750

PRS0012 300 85 123 375

PRS0001 675 394 509 825

Excerpt from Paris Master Servicing Plan

[Ú

[Ú

[Ú

[Ú

"J

[Ú

[Ú

[Ú

GRANDVILLESANITARY PUMP STATION

WATER POLLUTIONCONTROL PLANT

WILLOW ST. SANITARY

PUMP STATION

PARIS LINKS RD.SANITARY PUMP STATION

GRAND RIVER ST. N.SANITARY PUMP STATION

FAIRVIEW HEIGHTSSANITARY PUMP STATION

BRANT BUSINESS PARK SPS

AYR

RD

PARIS RD

WEST RIVER RD

WATT'S POND RD

BETHEL RD

KEG LANE

NITH

ROA

D

PARIS PLAINS CHURCH ROAD

POTT

RUFF

RD

GOVERNORS ROAD WEST

KING EDWARD ST

REST

ACR

ES R

D

GREE

NS R

OAD

PUTT

OWN

ROAD

OAK

PARK

RD

KIRBY

CRES

CENT

FALK

LAND

ROA

D

POWERLINE RD

CLEA

VER

RD

EAST RIVER RD

6

29A

8

12

107

23

32

29C

26

45

21

14

17

20

22A24

1

18

27

22

0

25

913

22B22C

11

15

19

29B

28

PRS0520PRS0519

PRS0040

PRS0515PRS0517

PRS0518

PRS0526

PRS0527

PRS0528

New sewer segments and diversion chamber needed to facilitate development in North Paris, Nith Pininsula, and East Paris.

This pipe segment to be upsized tofacilitate development in North Paris,Nith Peninsula, and East Paris.

These pipe segments to be upsized tofacilitate development in North Paris,Nith Peninsula, and East Paris.

PRS0264 PRS0290PRS0265

PRS0281

PRS0015PRS0014

PRS0013

PRS0003

PRS0016 PRS0004PRS0012

These pipe segmentsneed to be replaced tofacilitate developmentof Southwest Paris

New SPS and forcemain to serviceNorth Paris Development.

Reconstruct Paris Links SPSto accomodate increased flowsinto the facility.

Potential upgrades required toWillow St SPS. Recommendmonitoring flows to the facilitybefore upgrading.

Upgrades required toGrandville SPS

²

Project:

Title:

Project No:. Date:

Scale:

Figure 6-9 - Wastewater Upgradesfor Servicing 2031

Paris Master Servicing Plan

101-13582-00 2015-11-24

[Ú Pump Station"J Water Pollution Control Plant

Sanitary Line TypesForcemainInactive Sanitary LineSanitary LineSiphon LineSanitary Upgrades toService North ParisSanitary Upgrades toService Southwest ParisShared Infrastructure

Other LayersProperty FabricRailwayUrban StreetsStudy AreaWater BodySanitary Catchment AreaAreas of Future Growth to 2031

0 200 400 600 800 1,000m

1:30,000

Documents

Revised Draft Plan of Subdivision - brant.ca · MTE FSR will determine peak flows and pipe sizes based on the proposed land uses in the 2017 Draft Plan. The existing Paris Links Road