INTRODUCTION Design Criteria Phase 1 Ultimate Parcels / Users - - PowerPoint PPT Presentation

SLIDE 1

Design Criteria

Phase 1 Ultimate Parcels / Users 300 / 800 1100 / 1900 Max Day Demand 40-60 L/s 90 L/s Fireflow Target > 60 L/s > 90 L/s Reservoir 1500 m3 3000 m3

Vision

• 1. Safe & reliable drinking water
• 2. Affordable and financially sustainable
• 3. Equitable approach to financing
• 4. Meets current CSRD & engineering

standards

• 5. Environmentally sustainable &

conservation mindset

• 6. Improves vibrancy & health of community,

and supports other community priorities

Project Goals

It is also critical that the project:

• 1. Is able to move forward to construction in the near

future

• 2. Has a low risk of issues that will impact its success

(e.g. technical, approvals, cost, schedule, land acquisition)

• 3. Has a high likelihood of receiving government funding
• 4. Will pass public assent process for CSRD acquisition

and financing

Ag/Rural Res 39% Industrial 0% Institutional 1% Residential 35% Commercial 11%

LAND USE (by area)

Parks 14%

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SCOTCH CREEK - WATER MASTER PLAN 2018

INTRODUCTION

Shuswap Lake

The above figure schematically illustrates the individual components of a water system. The existing Saratoga system pumps water from an intake in the lake through a water treatment plant to an elevated reservoir. The water treatment process consists of UV disinfection and chlorination. About 75% of the land in Scotch Creek is residential These are approximate numbers for the concept design. Parcel & user numbers include the existing Saratoga area

Phase 1 service area focused on:

➢ Servicing occupied parcels ➢ Connecting water systems on advisory ➢ Improving fireflows to the commercial centre

Ultimate system design needs to

consider: ➢ Growth / conservation ➢ Affordability ➢ Level of service

1

SLIDE 2

SCOTCH CREEK - WATER MASTER PLAN 2018

2

Please indicate which components of the vision are most important to you (3 DOTS PER PERSON).

Provide safe and reliable drinking water to the community Affordable and financially sustainable Equitable approach to financing capital & operating costs -

• a user-pay and full cost recovery

Meet current CSRD and engineering standards Environmentally sustainable and reflect a conservation mindset Improve the vibrancy & health of the community, allowing

• ther community priorities & aspirations to be realized

Please indicate which project goal is most important to you (1 DOT PER PERSON).

Able to move forward to construction in the near future Have a low risk of issues that will impact its success (e.g. technical, approvals, cost, schedule, land acquisition) Have a high likelihood of receiving government funding Pass the public assent process for CSRD acquisition

1 2 3 4 5 6 1 2 3 4

SLIDE 3

Project Rationale

Several options were considered for the community water system for Scotch Creek. These options were reviewed with the Water Advisory Committee members, and it was determined that the best approach was to upgrade the Saratoga water system to service the entire Scotch Creek Community. The benefits of a centralized system include:

• Lowest capital and operating cost
• Long term efficiency of having one system
• Least technical risk – project well understood
• Best from schedule perspective, and ability to proceed with grant

application, assent process and design/construction

• Highest likelihood of successful grant application
• Ability to leverage existing Saratoga grant funding of $1.488 M to

reduce project cost

• Shortest dedicated main from treatment plant to reservoir

Other options that were considered:

• Groundwater wells on the Double Tree site
• Groundwater wells on the Roan Site
• Reservoir on the Roan Site
• Intake at the end of Wharf Road

prepared by

Wharf Road site Doubletree site Roan Site Saratoga Reservoir Saratoga Intake and Treatment Plant

Intake and Treatment

• Project would include upgrades to existing intake

and pumps

• Larger treatment building also required
• UV disinfection and chlorination would be used

(per existing system)

• Clean and reliable source from Shuswap Lake
• Years of flow and quality data
• Many of the necessary permits, and reporting are

already in place

Reservoir

• Elevated storage will ensure

home/businesses have suitable pressure, and provide storage for general system

• peration and emergency conditions
• CSRD already owns land and field

investigations (e.g. geotechnical, survey) already complete

• A phased approach to building the

reservoir is recommended to reduce the initial capital cost

Estimated Construction Costs

Phase 1 Future General Requirements $ 380,000 $ 960,000 Watermains $ 2,400,000 $ 9,000,000 Source and Treatment $ 1,900,000 $ 2,200,000 Reservoir $ 1,600,000 $ 3,500,000 Estimated Cost $ 8,900,000 $ 23,200,000

Cost for Wharf Road Intake / Roan Reservoir Option - $ 13,800,000 Cost for Doubletree Well / Saratoga Reservoir Option - $ 12,100,000 Cost for Roan Wells / Roan Reservoir Option - $ 14,000,000

3

SCOTCH CREEK - WATER MASTER PLAN 2018

RECOMMENDED WATER SYSTEM UPGRADES

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Fireflow Storage Domestic / Peaking Storage Balancing Storage 300 m3 900 m3 300 m3 Phase 1 Reservoir Sizing 1500 m3

PIPESIZING

(forultimate system)

90 L/s MDD 90 L/s Commercial Fire Flow

300 mm Watermain 250 m 250 mm Watermain 5700m 200 mm Watermain 9650m Phase 1 Watermain Remainder of watermain for ultimate service area Note: watermain locations and sizing to be confirmed during design

SLIDE 4

Little Shuswap Lake Indian Band Scotch Creek IR#4

P r e s s u r e Z

• n

e 1 P r e s s u r e Z

• n

e 2

Squilax-Anglemont Road Butters Road Scotch Creek Wharf Road A s h e R

• a

d Saratoga Road E x p r e s s P

• i

n t R

• a

d Sq u ilax

• A

n g lemo n t Road Imai Road Express P

• i

n t Road South A s h e C r e s c e n t Cardy Drive Le

• pol

d Road A c t

• n

P l a c e Hilliam Road C h a p p e l l R

• a

d Beatt y Road Squilax-Anglemont Road W e b b R

• ad

Santa Road Logan Road Scotch Creek Wharf Road A n c i e n t C r e e k L a n e D e

• d

a r R

• a

d Kenwood Gate C

• p

per Cove Road C a p t a i n s V i l lag e W ay Hillia m Frontage Rd S q u i l a x

• A

n g l e m

• n

t R

• a

d Zi n ck Road A l l a n R

• ad

Jordan Way Pine Grove R

• ad

A she Cresc e nt L e

• p
• l

d R

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d B u t t e r s R

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d E x p r e s s P

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E x p r e s s P

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n t C r e s c ent Morgan Drive U:\Projects_KAM\0476\0072\10\D-Design\GIS\Projects\MXD\Service Area 2 and 3.mxd Last updated by akhliestkova on Thursday, July 19, 2018 at 9:02:28 AM

FIGURE 2-1

Date: Revision: Status: Checked: Author: Project #: 0476.0072.10 JC LC A 2018 / 7 / 19 Data provided by - Coordinate System: NAD 1983 UTM Zone 11N Data Sources:

200 400 600 100 Metres

The accuracy & completeness of information shown on this drawing is not guaranteed. It will be the responsibility of the user

• f the information shown on this drawing to locate & establish the

precise location of all existing information whether shown or not.

Columbia Shuswap Regional District Scotch Creek Water Study Proposed Future Service Areas

Scale: 1:8,000 (When plotted at 22"x34") U:\Projects_KAM\0476\0072\10\D-Design\GIS\Projects\MXD\Service Area 2 and 3.mxd Last updated by akhliestkova on Thursday, July 19, 2018 at 9:02:28 AM

Legend

Phase 1 Water Main Phase 2 Water Main Pressure Zone Boundary Service Area 1 – proposed Phase 1 Service Area (including Saratoga Service Area) Service Area 2 – proposed future pressure zone 1 service area Service Area 3 – potential future pressure zone 2 service area Exempt from Loan Repayment Service Area

4

SLIDE 5

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Cost Recovery

The cost recovery estimates were based on the CSRD Water System Acquisition strategy policies. The following charges are anticipated:

• Initial connection fee (one time charge) - $2,000/residential

property (19 mm service)

• Parcel tax and user fees (annual) – estimated in table below to

recover cost of loan for construction of water system and annual system expenses The calculations assume that:

• 73% senior government funding will be received
• All parcels in the service area will pay a base parcel tax
• All users connected to the water system will pay user fees

collected annually

• Saratoga & Captain’s Village users are proposed to be exempt

from the loan payment portion of the user fee. The Saratoga users have already contributed to the capital works, and Captain’s Village Marina will be providing a lump sum contribution to reserves further to their agreement with the Comptroller of Water Rights. Item Phase 1 Ultimate Parcel Tax + User Fee (Saratoga, Captain’s Village Marina) 185 + 414 ≈ $ 600 185 + 341 ≈ $ 525 Parcel Tax + User Fee (Scotch Creek) 185 + 545 ≈ $ 750 185 + 604 ≈ $ 800 Anticipated Annual Payment Range $ 600 - 750 $ 525 - 800 Rates - Other CSRD Water Systems User Fee Parcel Tax Total Anglemont $ 700 $ 530 $ 1,230 Sorrento $ 371 $ 179 $ 550 Macarthur/Reedman $ 530 $ 236 $ 766 Sunnybrae $ 486 $ 324 $ 810 Saratoga $ 521 $ 185 $ 706

Next Steps

There is an opportunity to apply for 73% project funding through the “Investing in Canada Infrastructure Program – BC – Green Infrastructure – Environmental Quality”. Applications are due August 29th. Following the community open house June 26th, the CSRD Board will review the Water Master Plan and community feedback, and determine whether a funding application should be submitted to this program. A tentative schedule is shown below to provide an idea of the length of time the project will take to complete if funding is received by spring 2018. PROJECT SCHEDULE Project Milestones Date CSRD Board Meeting August 16, 2018 Funding Application Deadline August 29, 2018 Receive Funding Unknown, Assume Spring 2019 Preliminary Design Spring 2019 Referendum / Assent Process Summer 2019 Detailed Design Fall 2019 Tendering Fall 2019 / Early Winter 2020 Construction 2020

SCOTCH CREEK - WATER MASTER PLAN 2018

COST RECOVERY & NEXT STEPS

Note these are estimated charges for a single family parcel

5

SLIDE 6

H I L L IA M R O A D

• Rem. SW 1/4

S W 1 / 4

• Rem. Frac. SE 1/4

R e m . F r a c . N E 1 / 4 R e m . F r a c .

• Rem. Frac. SW 1/4

F r a c . N 1 / 2

• f

N E 1 / 4

• Frac. NW 1/4
• Rem. SW 1/4

S Q U ILAX

• A

N G L E M O N T R O AD W E B B R O A D BUTTERS ROAD S A R A T O G A R O A D SANTA ROAD IMAI ROAD ASHE CRES

ASHE CRES

ASHE CRES S O U T H A S H E C R E S A S H E R O A D Z I N C K R O A D MCKENZIE LANE C A N I M R O A D C A R L R O A D Z I N C K R O AD K E N W O O D G A T E Pine Grove Rd

E X PRES S P O I N T C R E S .

SIMONS LANE TURNBULL ROAD

CAPT A I N S V I L L A G E W A Y

KAY ROAD SCOTCH CREEK WHARF ROAD EXPRESS POINT ROAD

RD

M O R G A N D R I V E JORDAN WAY E X P R E S S P O I N T R O A D IAM F R ONTA G E R O AD EXPRESS POINT ROAD

A C T O N P L A C E

S Q U I L A X

• A

N G L E M O N T R O A D H I L L I A M R O A D LOGAN ROAD C A R D Y D R I V E ANCIENT CREEK LANE SQUILAX-ANGLEMONT ROAD

B E A T T Y R O A D

DEODAR ROAD

R

• a

d R e s e r v e

O S P R E Y P L A C E

(unconstructed)

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Tp.22 Rge.11

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1 5 u n i t s 7 u n i t s 5 u n i t s

1 2 3 4 5

3 u n i t s

3 5 u n i t s 3 units 42 units

1 7 8 9 11 14 15 12 10 13 18 21 19 20 24 25 28 29 32 33 34 40 16 17 4 37 1 2 u n i t s

10 units 1 5 u n i t s 22 units

4 units

17 30 38 41

382 units

1 5 10 15 19 21 25 46 61 50 55 62 1 5 11 12 22 17 1A

4351 4353 4355 4357 4359 4 3 5 2 4 3 5 4 4 3 6 4230 4 2 2 6 4222 4218 4 2 4 2

4246

4214 4196 4205 4 2 4 3 4219 4192 4180 4206 4202 4234 4238 4210 4177

4167 4188 4192 4 1 9 8 4154 4184 4182 4173 4 1 7 9 4 1 7 5 4173 4197 4174 4202 41944195 4191 4185 4175 4 1 6 4 4210 4201 4238 4213 4 2 2 9 4 2 9 4 2 4 5 1 3 2 1 1 2 9 3 1337 1 3 9 1 3 5 1 3 1 1 2 9 7

4127 4137 4 1 7 4087 4143 4000 4 3 2 4042 4 4 8 4 5 2 4054 4064 4 6 8 4072 4 7 6 4 8 4086 4 9 4096 4 3 7 4 4 5 4 1 2 1 1 3 6 3 1 3 5 7 1 3 5 1 4 5 1 4 6 9 4053 4061 4075 1326 1316 1 3 1 1 3 4 1 2 8 9 4040 4025 3989 3 9 9 7 4 3 1 2 9 9 4 3 5 4120 1345 3 7 6 5 3 8 8 2 3 8 6 8 3 8 6 7 3 8 7 1 3 8 7 5 3848 3 8 3 7 3 8 2 9 15 1 7 1 1 6 5 1 5 9 1 4 3 1 3 9 1 4 7 3 8 1 8 3810 3 8 6 3 7 7 1 3704 3710 3 7 4 4 3726 3713 3721 1 9 5 3874 3 7 9 7 3862

4203 4199 4171 4193

4087 3828 1329 1337 3718 3723 3727

4186

4 1 2 4 1 8 4084 4 3 3 4 3861 1311 3 8 4 8 A

W A T E R R E S E R V O I R

4 2 4 8

PUMP HOUSE

3792 3818 3810 1336 1314 1342 3716 4186 1 3 3 6 4170 4 1 6 6 4 1 6 8 4079 4138 4 1 3 4113 4119

4223

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4 1 5 6 4 1 5 8

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4 1 5 6

1124 1122

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4116

4109

4090 4082

4074 4 2 4 4002 3 9 9 6 3992 3 9 8 6 3988 3982 3972

3962

3986

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1 4 B 1 4 A

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1

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3772

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4064 4 6 6

4 6 3

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4020

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4189

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• 3

8 3 7

1

• 3

9 6 8

1 4 8 9 12

4239

4012 1199

4182

4 4 1315 1 1 7 4

Rose Clifford Park

Shuswap Lake Provincial Park

Imai Ball Park

Shuswap Lake

Express Point

Scotch Creek

Scotch Creek IR #4

The information on this map was compiled by the CSRD for regulatory and internal reference purposes only. No representation or warranty is made as to the accuracy of the information. Prepared by: GIS Department Columbia Shuswap Regional District 555 Harbourfront Dr NE, Salmon Arm, BC V1E 4P1 Name: Scotch_Creek_Water_Service_Area_Proposed_11x17 Date: 7/18/2018

Nad 83 CNT Datum UTM Zone 11 Projection

(at original size of 11 x 17 inches)

Scale: 1:10,000

100 200 300 50 m

Key Map

Scotch Creek Water Study

Proposed Water Service Parcel Boundary

K

Hook Access

! ! Driveway

Creek Wetland Cancelled or Flooded Parks Highway Secondary Road Tertiary Road Road Island Strata Road Alley Unconstructed Road Railway Unsurveyed Road

Roads

¨

Path: M:\Geodata\Projects_Geodata\ServiceArea\Water\mxd\Proposals\Scotch_Creek_Water_Service_Area_Proposed_11x17.mxd

Proposed Future Service Area

6

SLIDE 7 ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !

K K K K K K K K K K K K

H I L L IA M R O A D

• Rem. SW 1/4

S W 1 / 4

• Rem. Frac. SE 1/4

R e m . F r a c . N E 1 / 4 R e m . F r a c .

• Rem. Frac. SW 1/4

F r a c . N 1 / 2

• f

N E 1 / 4

• Frac. NW 1/4
• Rem. SW 1/4

S Q U ILAX

• A

N G L E M O N T R O AD W E B B R O A D BUTTERS ROAD S A R A T O G A R O A D SANTA ROAD IMAI ROAD ASHE CRES

ASHE CRES

ASHE CRES S O U T H A S H E C R E S A S H E R O A D Z I N C K R O A D MCKENZIE LANE C A N I M R O A D C A R L R O A D Z I N C K R O AD K E N W O O D G A T E Pine Grove Rd

E X PRES S P O I N T C R E S .

SIMONS LANE TURNBULL ROAD

CAPT A I N S V I L L A G E W A Y

KAY ROAD SCOTCH CREEK WHARF ROAD EXPRESS POINT ROAD

RD

M O R G A N D R I V E JORDAN WAY E X P R E S S P O I N T R O A D IAM F R ONTA G E R O AD EXPRESS POINT ROAD

A C T O N P L A C E

S Q U I L A X

• A

N G L E M O N T R O A D H I L L I A M R O A D LOGAN ROAD C A R D Y D R I V E ANCIENT CREEK LANE SQUILAX-ANGLEMONT ROAD

B E A T T Y R O A D

DEODAR ROAD

R

• a

d R e s e r v e

O S P R E Y P L A C E

(unconstructed)

35

Tp.22 Rge.11 Tp.22 Rge.11

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Tp.22 Rge.11

27

1 5 u n i t s 7 u n i t s 5 u n i t s

1 2 3 4 5

3 u n i t s

3 5 u n i t s 3 units 42 units

1 7 8 9 11 14 15 12 10 13 18 21 19 20 24 25 28 29 32 33 34 40 16 17 4 37 1 2 u n i t s

10 units 1 5 u n i t s 22 units

4 units

17 30 38 41

382 units

1 5 10 15 19 21 25 46 61 50 55 62 1 5 11 12 22 17 1A

4351 4353 4355 4357 4359 4 3 5 2 4 3 5 4 4 3 6 4230 4 2 2 6 4222 4218 4 2 4 2

4246

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4167 4188 4192 4 1 9 8 4154 4184 4182 4173 4 1 7 9 4 1 7 5 4173 4197 4174 4202 41944195 4191 4185 4175 4 1 6 4 4210 4201 4238 4213 4 2 2 9 4 2 9 4 2 4 5 1 3 2 1 1 2 9 3 1337 1 3 9 1 3 5 1 3 1 1 2 9 7

4127 4137 4 1 7 4087 4143 4000 4 3 2 4042 4 4 8 4 5 2 4054 4064 4 6 8 4072 4 7 6 4 8 4086 4 9 4096 4 3 7 4 4 5 4 1 2 1 1 3 6 3 1 3 5 7 1 3 5 1 4 5 1 4 6 9 4053 4061 4075 1326 1316 1 3 1 1 3 4 1 2 8 9 4040 4025 3989 3 9 9 7 4 3 1 2 9 9 4 3 5 4120 1345 3 7 6 5 3 8 8 2 3 8 6 8 3 8 6 7 3 8 7 1 3 8 7 5 3848 3 8 3 7 3 8 2 9 15 1 7 1 1 6 5 1 5 9 1 4 3 1 3 9 1 4 7 3 8 1 8 3810 3 8 6 3 7 7 1 3704 3710 3 7 4 4 3726 3713 3721 1 9 5 3874 3 7 9 7 3862

4203 4199 4171 4193

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4186

4 1 2 4 1 8 4084 4 3 3 4 3861 1311 3 8 4 8 A

W A T E R R E S E R V O I R

4 2 4 8

PUMP HOUSE

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4223

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4 1 5 6 4 1 5 8

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4109

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4074 4 2 4 4002 3 9 9 6 3992 3 9 8 6 3988 3982 3972

3962

3986

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1 4 B 1 4 A

4105

14 2019 33 34 3 C

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• n

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9 10 8 7 5 6 4 3 1

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1

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7 9 8 3 7 9 8

4144

1 2 3 4 5 6 7 8 9 10 12 11 13 15 16 17 18 21 22 2423 25 26 27 28 31 32

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2 9

3 6 8 4 3680 3 6 7 2 3668 3662 3656 3 6 5 3 6 3 6 3 6 9 6 3688 3 6 4 4103 4107 4111 4 1 1 9 4 1 2 7 4 9 7 4 1 3 1 4 1 3 5

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1 2 9 4

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4 1 8 8

4 1 8 5 4160 4152

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3772

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4064 4 6 6

4 6 3

4 9 4 4102 4108

4112

4 1 2 8 4106 4 4 4 1 1 3 1 1134

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4020

4211 4202 4206 4196 4189 4 2 5 1343 1322 1298 4193 4207 1312 1333 1329 1 3 2 5 4172 4138

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9 1 2 3 4 6 7 8 1

• 3

8 4 5 3845 3843 1

• 3

8 4 1 3841

3770 3734 1 1 9 8 1 1 9 6 3797 3783

4189

1 1 4 9 3980B 3

• 3

8 3 7

1

• 3

9 6 8

1 4 8 9 12

4239

4012 1199

4182

4 4 1315 1 1 7 4

Rose Clifford Park

Shuswap Lake Provincial Park

Imai Ball Park

Shuswap Lake

Express Point

Scotch Creek

Scotch Creek IR #4

The information on this map was compiled by the CSRD for regulatory and internal reference purposes only. No representation or warranty is made as to the accuracy of the information. Prepared by: GIS Department Columbia Shuswap Regional District 555 Harbourfront Dr NE, Salmon Arm, BC V1E 4P1 Name: Scotch_Creek_Water_Loan_Repayment_Service_Area_11x Date: 7/18/2018

Nad 83 CNT Datum UTM Zone 11 Projection

(at original size of 11 x 17 inches)

Scale: 1:10,000

100 200 300 50 m

Key Map

Scotch Creek Water Study

Proposed Water Service Parcel Boundary

K

Hook Access

! ! Driveway

Creek Wetland Cancelled or Flooded Parks Highway Secondary Road Tertiary Road Road Island Strata Road Alley Unconstructed Road Railway Unsurveyed Road

Roads

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Path: M:\Geodata\Projects_Geodata\ServiceArea\Water\mxd\Proposals\Scotch_Creek_Water_Loan_Repayment_Service_Area_11x17.mxd

Loan Repayment Service Area

7

SLIDE 8

SCOTCH CREEK - WATER MASTER PLAN 2018

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Do you support moving forward with a grant application to design and construct Phase 1 of a community water system for Scotch Creek, which will consist of expansion of the existing Saratoga water system?

Yes No