Any resident wishing to speak regarding any agenda item or to address the board for any matter not on the agenda should come forward at this time.

(1)

Public Works &

Utility Commission

MEETING PLACE: Suamico Municipal Services Center

12781 Velp Avenue

Agenda

Tuesday, January 12, 2021

1) Call to Order

2) Approve Agenda

3)

Approve Minutes of December 1, 2020 Meeting

4) PUBLIC APPEARANCES

Any resident wishing to speak regarding any agenda item or to address the board for any

matter not on the agenda should come forward at this time.

5)

Bay Port Heights Storm Water Management

6) Water System Analysis/ Rate Projection

7) Water Tower Paint Option

8) Future Agenda Items

9)

Adj ourn

Approved by Administrator

Note: A majority ofmembers ofthe Village Board may be in attendancefor information

gathering and sharing.

Any person wishing to attend who, because of a disability, requires special accommodations

should contact the Suamico Village office at ( 920) 434- 2212 with as much advanced notice as possible, so that accommodations can be made.

(2)

Public Works &

Utility Commission

Minutes

Tuesday, December 1, 2020

^relE10a5

Members present: Matt Athey, Bill Bourbonnais, Bryan Fischer, Paul Garvey, Fred Krumberger

and Jason Ward

Staff. Andy Smits/ Public Works & Utility Director

1) Call to Order

Meeting was called to order at 6: 00 P. M. by Chair, Fred Krumberger.

2) Approve Agenda

Motion was made by Jason Ward to approve the agenda; second by Bryan Fischer.

Motion carried 6- 0.

3)

Approve Minutes of October 27, 2020 Meeting

Motion was made by Bryan Fischer to approve the minutes; second by Jason Ward.

4) PUBLIC APPEARANCES

Any resident wishing to speak regarding any agenda item or to address the board for any

matter not on the agenda should come forward at this time.

None

5) 2941- 2943 Popplewood Court Drainage STAFF REPORT:

The owner of 2941- 2943 Popplewood Ct would like to make some improvements to his

backyard to help alleviate some of the water that accumulates. He is planning to create a low spot and wants to pump the water back up to the front ditch of his property. This has been allowed during some other wet periods of time that the village encountered with certain parcels. Most of the time if it affects adjacent land in a negative manner; it is not allowed in excess. The ditch is the conveyance system for storm water, but not necessarily the

conveyance system for all water in an area surrounded by wetlands.

The owner is willing to compromise and work with the village and his neighbors to ensure a

burden is not created.

There are concerns on the village' s end of excess water now being pushed down the Popplewood Court ditches that ordinarily wouldn' t be there. Some of the neighbors down stream of where this new discharge pipe daylights, may not be happy with the water. Once the ditches become wet, most property owners give up on trying to maintain them and they become backed up with debris and vegetation.

The property owner is open to other ideas and not trying to create a burden as long as they

are economical solutions.

PW & UTILITY MINUTES, 12/ 01/ 2020

(3)

What this resident chooses to do on his private property is his business;

Ditch is created to convey water; this is exactly what it is designed for;

If this commission approves this, it isn' t any kind of warranty that it' s going to work

or that your neighbors aren' t going to get mad at you.

Motion was made by Matt Athey to allow the resident to pump water from the backyard into the ditch as shown; second by Paul Garvey.

6) 2021 Water / Sewer Budgets

Review was done by staff and the commission with the proposed sewer and water budgets.

Motion was made by Jason Ward to recommend the adoption of the 2021- 2025 sewer and water budgets and fee adjustments to the Village Board with no modifications; second by

Bryan Fischer.

Motion carried unanimously 6- 0.

7) Future Agenda Items

Next meeting will be held on January 12, 2021 at 6: 00 P. M.

8) Adjourn

Motion was made by Bill Bourbomlais to adjourn; second by Bryan Fischer.

Meeting adjourned at 6: 45 P. M.

Typed by Jean De Bauche

2 PW & UTILITY MINUTES, 12/ 01/ 2020

(4)

Vdage of

4 Suamwo

TO: PUBLIC WORKS AND UTILITY COMMISSION

FROM: STAFF

SUBJECT: BAY PORT HEIGHTS POND

DATE: 1/ 12/ 2021

DISCUSSION

This pond and drainage was asked to be discussed again at the committee to see if there was any further thought or options available to help the property owners near this storm water pond.

Following a prior month' s meeting, staff has reached out to the DNR to receive input on the possible dredging/ ditch maintenance for this wetland. The DNR has given feedback that the existing ditch can be cleaned out. There would not be a permit required or having to get the materials tested as long as they are hauled off site. The ditch could be cleaned out so that is flows freely again, but not widened our reshaped.

Following the last meeting this item was discussed, it was recommended to have an outside

storm water consultant review the storm water management plan and design criteria that was

used when this plan was implemented knowing there has been a lack of enforcement to fully

install the rain gardens. It is not a preference of the Committee' s to revisit the rain gardens and

require the installation of them at this time. Ayres and Associates have analyzed the storm water plan and their findings are attached in their report.

After evaluating the report from Ayres, the Village would like to proceed with dredging the pond

this winter. Attached is an outline of what will be completed as part of this project.

The Village bid out the pond dredging project and received and opened bids on January 5t", 2021.

I have attached the scope of work and bid tab. Their will be some additional work from the original bid plan set. We are going to have the contractor add some additional rip rap to the pond bank along the west end of the pond.

FISCAL IMPACT

Pond Dredging Project; $

17, 990. 00.

RECOMMENDED ACTION

Discuss and recommend using this information for how the Village should proceed on handling any improvements to this pond, awarding the pond dredging project to KCG for $

17, 990. 00

using funds from the Pond Cleaning Sinking Fund.

(5)

ViCCage

of

uam co

Storm Water Pond Estimate

The Village of Suamico is seeking an estimate to excavate built up sediment to original design

depth from a storm water management pond. See attachments for pond location and details.

The project includes:

Pond # 19 Pride BayPort Heights:

Mobilization

Excavation of accumulated sediment (Estimated 161 cy)

Pump pond. Discharge to be at culvert under Grey Wolf Ct. (

240'+/- to east)

Plug 18" inlet pipe and bypass pump as needed ( water flows continuously) -

^Proper

disposal of sediment

Install approx. 30cy of 6" breaker along pond bank

Restoration ( Lawn and Pond embankments) _ ^Removal

of Landscaping ( Estimated 115 sf)

Project to be completed by March 31, 2021

Estimate can be emailed to joely a,suamico. org or dropped off at:

Village of Suamico Municipal Services Center

12781 velp Avenue

Suamico, WI 54313

If you have any question, please contact Joel Vanlanen at ( 920) 434- 8410 or

ioelye,suamico. org.

(6)

2021 MOOSE CREEK POND DREDGING BID SUMMARY 5 -Jan -21

Contractor Bid Amount

KCG Excavating 17, 990. 00

McDonald Services LLC 22, 177. 52

Highway Landscapers, Inc. 23, 560. 00

Advance Construction 42, 500. 00

Turf Pro 45, 540. 00

Radtke Contractors 55, 202. 10

(7)

(8)

920. 498. 1200 13376 Packerbid Drive I Ashwaubenon WI 54115 www. AyresAssociates. eorn _f 6 -

the area. The estimated 188 cubic feet of yearly runoff is expected to discharge directly to the waterwa ' Witt

^{t a}

significant effects to water levels in the creek.

It appears that the lack of rain gardens results in little, If any, increase in runoff to Pond 3. The runoff that was

designed to flow into rain gardens now either infiltrates though the ground surface or discharges into the waterway via sheet flow.

An analysis of total suspended solids ( TSS) removal performance was also performed with WinSLAMM to determine

effects of not installing rain gardens. With backyards considered filter strips, the filter strips and pond remove

approximately 86% of TSS. The design requirements for TSS removal was 80% at the time of design, which is the same as the current WDNR standards.

Page 2 of 2

(9)

Appendix A

(10)

(11)

(12)

(13)

Appendix B

(14)

(15)

Data file name: I:A25\ Suamico Village ofl25- 0153. 03 General Engineering\ Moose Creek Pond 3

Analysis\ Memo Support Files\ Analysis Without Rain Gardens. mdb WinSLAMM Version 10. 4. 1

Rain file name: C: AWinSLAMM Files\ Rain Files\ WisReg - Green Bay WI 1969. RAN

Par culate Solids Concentra on file name: C:\ WinSLAMM Files\ v10. 1 WI_AVG01. pscx Runoff Coefficient file name: C:\ WinSLAMM Files\ WI SL06 Dec06. rsvx

Residen al Street Delivery file name: C: AWinSLAMM Files\ WI Res and Other Urban Dec06. std Ins to onal Street Delivery file name: C:\ WinSLAMM Files\ WI_Com Inst Indust Dec06. std Commercial Street Delivery file name: C:\ WinSLAMM Files\ WI_Com Inst Indust Dec06. std Industrial Street Delivery file name: C: AWinSLAMM Files\ WI Com Inst Indust Dec06. std

Other Urban Street Delivery file name: C:\ WinSLAMM Files\ WI_Res and Other Urban Dec06. std Freeway Street Delivery file name: C:\ WinSLAMM Files\ Freeway Dec06.std

Apply Street Delivery Files to Adjust the A er Event Load Street Dirt Mass Balance: False

Pollutant Rela ve Concentra on file name: C:\ WinSLAMM Files\ WI_GEO03. ppdx

Source Area PSD and Peals to Average Flow Ra o File: C:\ WinSLAMM Files\NURP Source Area PSD Files. csv

Cost Data file name:

If Other Device Pollutant Load Reduc on Values = 1, Off-site Pollutant Loads are Removed from Pollutant Load % Reduc on calcula ons

Seed for random number generator: - 42

Study period star ng date:

^{01/ 02/ 69}

Study period ending date:

^{12/ 28/ 69}

Start of Winter Season: 12/ 02 End of Winter Season: 03/ 12 Date: 12- 01- 2020 Time: 17: 54: 18

Site informa on:

LU# 1 - Residen al: Treated Backyards Total area ( ac): 1. 060

1 - Roofs 1: 0. 332 ac. Pitched Disconnected

Normal Sandy

Source Area PSD File:

CAWinSLAMM Files\NURP.cpz

51 - Small Landscaped Areas 1: 0. 728 ac.

Normal Sandy

Source Area PSD File: C:\ WinSLAMM Files\NURP. cpz

LU# 2 - Residen al: Moose Creels Trail (Watershed 3) Total area ( ac): 5. 449

1 - Roofs 1: 0. 076 ac. Pitched Connected Source Area PSD File: C:\ WinSLAMM Files\NURP. cpz 2 - Roofs 2: 0. 245 ac. Pitched Disconnected

Normal Silty

C:\ WinSLAMMFiles\ NURP. cpz

13 - Paved Parking 1: 0. 004 ac.

^Connected Source Area PSD File: C:\ WinSLAMMFiles\NURP. cpz 25 - Driveways 1: 0. 128 ac. Connected Source Area PSD File: C:\ WinSLAMM Files\NURP. cpz 26 - Driveways 2: 0. 052 ac. Disconnected

Normal Silty

Source Area PSD File: C:\ WinSLAMM

Files\ NURP. cpz

31 - Sidewalks 1: 0. 014 ac. Connected Source Area PSD File: C:\ WinSLAMM Files\ NURP. cpz

(16)

32 - Sidewalks 1: 0. 014 ac. Disconnected

Normal Silty

Source Area PSD File: C:\ WinSLAMM Files\ NURP. cpz

37 - Streets 1: 0. 088 ac. Smooth Street Length = 0. 05614 curb -mi

Street Width (assuming two

curb -mi per street mile) = 25. 86391

Default St. Dirt Accum. Annual C:\ WinSLAMM Files\NURP. cpz

38 - Streets 2: 0. 168 ac. Intermediate two curb -mi per street mile) = 25. 66667

Winter Load = 2500 lbs Source Area PSD File:

Street Length= 0. 10827 curb -mi

Street Width (assuming

39 - Streets 3: 0, 024 ac, Rough Street Length = 0. 01604 curb -mi

Street Width (assuming two

Default St. Dirt Accum. Annual CAWinSLAMM Files\NURP. cpz

40 - Streets 4: 1. 440 ac. Intermediate two curb -mi per street mile) = 0. 819989

Files\ NURP. cpz

57 - Undeveloped Areas 1: 0. 176 ac.

Street Length = 28. 976 curb -mi

Street Width (assuming

Normal Silty

Source Area PSD File: C:\ WinSLAMM

Normal Silty

Source Area PSD File: CAWinSLAMM Files\ NURP. cpz

69 - Isolated Areas: 0. 008 ac. Source Area PSD File: C:\ WinSLAMM Files\ NURP. cpz

71 - Other Pervious Areas 1: 0. 008 ac.

Normal Silty

78 -

Other Part Con Imp Areas 1:

0. 004 ac. Discomlected

Normal Silty

C:\ WinSLAMM Files\NURP. cpz

LU# 3 - Residen al: Cedar View Estates ( Development to West) Total area ( ac): 2. 070

3 - Roofs 3: 0. 039 ac. Pitched Connected Source Area PSD File: C:\ WinSLAMM Files\NURP. cpz 6 - Roofs 6: 0. 126 ac. Pitched Disconnected

Normal Silty

13 - Paved Parking 1: 0. 002 ac.

^Connected Source Area PSD File: C:\ WinSLAMM Files\NURP. cpz 25 - Driveways 1: 0. 066 ac. Connected Source Area PSD File: C:\ WinSLAMM Files\ NURP. cpz 27 - Driveways 3: 0. 027 ac. Disconnected

Normal Silty

31 - Sidewalks 1: 0. 007 ac. Connected Source Area PSD File: C:\ WinSLAMM Files\ NURP. cpz 33 - Sidewalks 3: 0. 007 ac. Disconnected

Normal Silty

37 - Streetsl : 0. 046 ac. Smooth Street Length = 0. 02898 curb -mi

Street Width (assuming two

(17)

Default St. Dirt Accum. Amival Winter Load 2500 lbs Source Area PSD File:

C:\ Will1SLAMM Files\NURP, cpz

38 - Streets 2: 0, 087 ac, Intermediate Street Length = 0. 05589 curb -mi

Street Width (assuming

two curb -mi per street mile) = 25. 66667

Default St. Dirt Accum. Annual Winter Load 2500 lbs Source Area PSD File:

39 - Streets 3: 0. 012 ac. Rough Street Length = 8. 280001E- 03 curb -mi

Street Width (assuming

two curb -mi per street mile) = 24. 75

Default St. Dirt Accum. Annual Winter Load 2750 lbs Source Area PSD File:

C:\ WinSLAMM Files\NURP,cpz

Normal Silty

Source Area PSD File: C:\ WinSLAMM Files\ NURP, cpz

58 - Undeveloped Areas 2: 0. 091 ac.

Normal Silty

69 - Isolated Areas: 0. 004 ac. Source Area PSD File: C:\ WinSLAMM Files\ NURP. cpz

72 - Other Pervious Areas 2: 0. 004 ac,

Normal Silty

79 -

Other Part Con Imp Areas 2:

0, 002 ac, Disconnected

Normal Silty

C:\ WinSLAMM Files\NURP, cpz

LU# 4 - Residen al: Untreated Backyard ( Excludes Es mated Wetlands per Aerial) Total area ( ac):

0. 260

Normal Sandy

Source Area PSD File: C:\ WinSLAMM Files\ NURP, cpz

Control Prac ce 1:

Filter Strip CP#

1 ( DS) - Filter Strips Total drainage area ( acres)= 1. 060

Frac on of drainage area served by filter strips ( ac) =

^{1. 00}

Total filter strip width () =

^{500. 0}

Effec ve flow length ( = 10 Infiltra on rate ( in/ hr)= 1. 250

Typical longitudinal slope (. H/ .V) = 0. 030 Typical grass height ( in) = 4. 0

Swale retardance factor = C

Use stochas c analysis to determine infiltra on rate: False Infiltra on rate coefficient of varia on ( COV) = 0. 00

Par cle size distribu on file name: Not needed -

calculated by program

Surface Clogging Load ( lbs/ sf) =

^{3. 50}

(18)

Control Prac ce 2: Wet Deten on Pond CP# 1 ( DS) - Pond 3

Par cle Size Distribu on file name: Not needed - calculated by program Ini al stage eleva on O:

^{5. 6}

Peak to Average Flow Ra o: 3. 8

Maximum flow allowed into pond (cfs): No maximum value entered Outlet Characteris es:

Outlet type: Orifice 1 1. Orifice diameter ( ): 0. 33 2. Number of orifices: 1

3. Invert eleva on above datum O:

^{5. 6}

Outlet type: Broad Crested Weir 1.

Weir crest length O:

⁶

2. Weir crest width O;

⁵

3. Height from datum to bo om of weir opening:

^{6. 5}

Pond stage and surface area

Entry

^Stage ^{Pond Area} Natural Seepage Other Ou low

Number

O (

^{acres) (} ^{in/ hr) (} ^cfs)

0 0. 00 0. 0000 0. 00 0. 00

1 0. 01 0. 0115 0. 00 0. 00

2 2. 00 0. 0527 0. 00 0. 00

3 4. 00 0. 1124 0. 00 0. 00

4 5. 60 0. 2038 0. 00 0. 00

5 6. 00 0. 2192 0. 00 0. 00

6 7. 00 0. 2659 0. 00 0. 00

Control Prac cc 3: Other Device CP# 1 ( DS) - Flow, No TSS

Frac on of drainage area served by device ( ac) =

^{1. 00}

Par culate Concentra on reduc on frac on = 1. 00 Filterable Concentra on reduc on frac on = 0. 00 Runoff volume reduc on frac on = 0

SLAMM for Windows Version 10. 4. 1

Data file name: I:\25\ Suamico Village ofl25- 0153. 03 General Engineering\Moose Creek Pond 3 Analysis\ Memo Support Files\ Analysis Without Rain Gardens.mdb Data file descrip on:

Rain file name:

C:\ WinSLAMM Files\ Rain Files\ WisReg - Green Bay WI 1969. RAN

Par culate Solids Concentra on file name: C:\ WinSLAMM Files\ v10. 1 WI_AVG01. pscx Runoff Coefficient file name: C:\ WinSLAMM Files\ WI_SL06 Dec06. rsvx

Residen al Street Delivery file name: C:\ WinSLAMM Files\ WI Res and Other Urban Dec06.std

Ins to onal Street Delivery file name: C:\ WinSLAMM Files\ WI_Com Inst Indust Dec06. std

(19)

Commercial Street Delivery file name: C:\ WinSLAMM Files\ WI_Com Inst Indust Dec06. std Industrial Street Delivery file name: C: AWinSLAMM Files\ WI Com Inst Indust Dec06. std

Other Urban Street Delivery file name: C:\ WinSLAMM Files\ WI_Res and Other Urban Dec06.std Freeway Street Delivery file name: C:\ WinSLAMM Files\ Freeway Dec06. std

Apply Street Delivery Files to Adjust the A er Event Load Street Dirt Mass Balance: False

Source Area PSD and Peak to Average Flow Ra o File: C:\ WinSLAMM Files\NURP Source Area PSD Files. csv

Start of Winter Season: 12/ 02 End of Winter Season: 03/ 12 Model Run Start Date: 01/ 02/ 69 Model Run End Date: 12/ 28/ 69 Date of run: 12- 01- 2020 Time of run: 17: 53: 58

Total Area Modeled ( acres): 8. 839 Years in Model Run: 0. 99

Runoff Percent Par culate Par culate Percent Volume Runoff Solids Solids Par culate

cu) Volume Cone, Yield Solids Reduc on (

mg/L) (

^lbs) ^{Reduc on}

Total of all Land Uses without Controls: 174253 - 4702 51151 - Ou all Total with Controls: 173719 0. 31% 643. 3 6977 86. 36%

Annualized Total A er Ou all Controls: 176131 7073

(20)

(21)

Data file name: I:A25\ Suamico Village ofl25- 0153. 03 General Engineering\Moose Creek Pond 3

Analysis\ Memo Support Files\ Backyard Runoff Analysis.mdb WinSLAMM Version 10. 4. 1

Rain file name:

C:\ WinSLAMM Files\Rain Files\ WisReg - Green Bay WI 1969. RAN Par culate Solids Concentra on file name: C:\ WinSLAMM Files\ v10. 1 WI_AVG01. pscx

Runoff Coefficient file name: C:\ WinSLAMM Files\ WI SL06 Dec06.rsvx

Residen al Street Delivery file name: C:\ WinSLAMM Files\ WI Res and Other Urban Dec06. std Ins to onal Street Delivery file name: C: AWinSLAMM Files\ WI_Com Inst Indust Dec06.std Commercial Street Delivery file name: C: AWinSLAMM Files\ WI Com Inst Indust Dec06. std Industrial Street Delivery file name: C:\ WinSLAMM Files\ WI_Com Inst Indust Dec06.std

Other Urban Street Delivery file name: C:\ WinSLAMM Files\ WI_Res and Other Urban Dec06. std Freeway Street Delivery file name: C:\ WinSLAMM Files\ Freeway Dec06. std

Apply Street Delivery Files to Adjust the A er Event Load Street Dirt Mass Balance: False

Study period star ng date: 01/ 02/ 69 Study period ending date:

^{12/ 28/ 69}

Start of Winter Season: 12/ 02 End of Winter Season: 03/ 12 Date: 12- 01- 2020 Time: 17: 55: 19

Site informa on:

LU# 1 - Residen al: Treated Backyards Total area ( ac): 1. 060

1 - Roofs 1: 0. 332 ac. Pitched Disconnected

Normal Sandy

LU# 2 - Residen al: Untreated Backyard (Excludes Es mated Wetlands per Aerial) Total area ( ac):

0. 260

Normal Sandy

C:\ WinSLAMM Files\ NURP. cpz

Control Prac cc 1:

Filter Strip CP#

1 ( DS) - Filter Strips Total drainage area ( acres)= 1. 060

(22)

Frac on of drainage area served by filter strips ( ac) =

^{1. 00}

Total filter strip width O =

^{500. 0}

Effec ve flow length ( = 10 Infiltra on rate ( in/ hr)= 1. 250

Typical longitudinal slope (. H/ .V) = 0. 030 Typical grass height (in) = 4. 0

Swale retaidance factor = C

Use stochas c analysis to determine infiltra on rate: False Infiltra on rate coefficient of varia on ( COV) = ^{0. 00}

Par cle size distribu on file name: Not needed - calculated by program

Surface Clogging Load (lbs/ sf) =

^{3. 50}

(23)

SLAMM for Windows Version 10. 4. 1

Data file name: L•\25\ Suamico Village of\25- 0153. 03 General Engineering\Moose Creels Pond 3 Analysis\Memo Support Files\ Backyard Runoff Analysis.mdb Data file descrip on:

Rain file name: C:\ WinSLAMM Files\ Rain Files\ WisReg - Green Bay WI 1969. RAN

Par culate Solids Concentra on file name: C: AWinSLAMM Files\ v10. 1 WI_AVGOI .pscx Runoff Coefficient file name: C:\ WinSLAMM Files\ WI SL06 Dec06. rsvx

Residen al Street Delivery file name: C: AWinSLAMM Files\ WI_Res and Other Urban Dec06. std Ins to onal Street Delivery file name: C:\ WinSLAMM Files\ WI_Com Inst Indust Dec06. std Commercial Street Delivery file name:

C:\ WinSLAMM Files\ WI_Com Inst Indust Dec06. std

Industrial Street Delivery file name: C:\ WinSLAMM Files\ WI Com Inst Indust Dec06. std

Other Urban Street Delivery file name: C: AWinSLAMM Files\ WI Res and Other Urban Dec06. std Freeway Street Delivery file name: C:\ WinSLAMM Files\ Freeway Dec06. std

Apply Street Delivery Files to Adjust the A er Event Load Street Dirt Mass Balance: False

Start of Winter Season: 12/ 02 End of Winter Season: 03/ 12 Model Run Start Date: 01/ 02/ 69 Model Run End Date: 12/ 28/ 69 Date of run: 12- 01- 2020 Time of run: 17: 56: 28

Total Area Modeled ( acres): 1. 320 Years in Model Run: 0. 99

Runoff Percent Par culate Par culate Percent Volume Runoff Solids Solids Par culate

cu) Volume Cone. Yield Solids Reduc on (

mg/ L) (

^lbs) ^{Reduc on}

Total of all Land Uses without Controls: 956. 3 - 179. 2 10. 70 - Ou all Total with Controls: 188. 4 80. 30% 227. 0 2. 669 75. 06%

Annualized Total A er Ou all Controls: 191. 0 2. 706

(24)

is

v( Cageof,

TO: PUBLIC WORKS AND UTILITY COMMISSION

FROM: STAFF

SUBJECT: WATER SYSTEM EVALUATION PRESENTATION

DATE: 1/ 12/ 2021

BACKGROUND

McMahon and CLA will be present at this meeting to elaborate from last meeting' s discussion.

We are hoping to discuss what CBCWA can bring to the table. Nic, with CBCWA, will also be

available to go through their proposal. If I have CBCWA' s proposal and McMahons latest

information with alternatives prior to the packets going in the mail, you will receive them and if not, I will email them to you hopefully before the meeting.

We are working our way through the flow chart of critical operational objectives in order to enhance our systems reliability and sustainability. Using CBCWA' s proposal, we can determine if remaining on our wells is the direction of choice and move ahead with a plan to treat well #2 to bring back online.

FISCAL IMPACT

There is no fiscal impact at this time until further actions are taken.

RECOMMENDED ACTION

This commission should discuss the results of this evaluation to determine the next steps in improving our water utilities supply capacity and system pressure concerns.

IF I DO NOT RECEIVE ANY FURHTER INOFRMATION REGARDING THIS ITEM, WE

WILL POSTPONE THE DISCUSSION UNTIL THE FOLLOWING MEETING.

(25)

Vdage of,

i'

S/'

TO: PUBLIC WORKS AND UTILITY COMMISSION

FROM: STAFF

SUBJECT: WATER TOWER PAINT SELECTION DATE:

1/ 12/ 2021

BACKGROUND

The village is planning to have the water tower water blasted and painted this year as

approved in the 2021 Budget. A shade of blue needs to be selected for the contractor to

get ordered.

OPTIONS & ANALYSIS

We will review some options of different shades of blue, a couple with a border on either side of the logo. We have painted a few small squares of darker and lighter blue on the

water tower. I encourage you if you have time to stop over there and view the varying shades to determine your preference. The exact lighter blue color was used for the City of

Reedsville.

SUGGESTED MOTION