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150 & Ward Apartments

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Other: New messages (11)

MeriTalk; [email-masked]; APWA; Employee Performance Documentation: Dos/Don'ts; Andrea Eales; Association of State Floodplain Managers; Amanda Cane; APWA Insights & Solutions; Dealing With Difficult People

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Kevin York

Lee's Summit PWS, MO1010459, Villas of Chapel Ridge 2nd Plat, 1000004-25

Megan, I will address the questions regarding the hydraulic analysis. The design flows are based on the City’s Design and Construction Manual which should be included in Review No. 1000139-19. This development includes 32 houses. Average day demand

Thu 5:11 PM

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City of Lee's Summit

In the News | Jan. 16, 2025

CAUTION! This is an EXTERNAL email originated from outside the organization. Do not click links or open attachments unless you recognize the SENDER and know the content is safe. View in Browser IN THE NEWS January 16, 2025

Thu 3:51 PM

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Mike Weisenborn; Gene Williams

PL2022235 Gerber Collision

Thanks Gene. I just sent them out.

Thu 2:01 PM

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Grant White

Oldham Village applicant meeting

Meeting agenda from the Developer: 1. Project Schedule. * Permits: i. Land Disturbance and Grading: 3/1/25 deadline * Includes dem

Thu 1:34 PM

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Scott Ready; Mike Weisenborn

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DRC Agenda - Tuesday January 21

DRC *Sending the agenda out a day earlier as City offices are closed Monday January 20th in observance of Martin Luther King Jr Day*

Remove

Thu 12:06 PM

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1-7-25 DRC.docx

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Amanda Bagwell; Gene Williams

PRSUBD20250004

That sounds perfect. Thanks, Amanda Amanda Bagwell , Engineering Manager 1200 SE Hamblen Road | Lee's Summit, MO 64081 816.969.1918 | lswater.net | [email-masked] From: Gene Williams <Gene.Willia

Thu 10:31 AM

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Daniel Fernandez; Gene Williams

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PRSUBD20245695 Take 5 Oil Change

Activity has been added and assigned to me. Will keep an eye out for the resubmittal. Thanks! Dan Fernandez , Project Manager ‑ Dev. Ctr. 220 SE Green Street | Lee's Summit, MO 64063 816.969.1239 | cityofLS.net |

Thu 10:12 AM

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Hector Soto

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Vacation of Right-of-way -- Lee's Summit

Please see the attached documents related to a proposed vacation of right-of-way. Hector Soto , Senior Planner 220 SE Green Street | Lee's Summit, MO 64063 816.969.1238 | cityofLS.net | [email-masked]

Thu 9:44 AM

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SW Jefferson St.pdf

ROW VACATION EXHIBIT0.pdf

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Jennifer Vargo

Ring Found in Parking Garage

Good morning, all. A ring has been dropped off at Human Resources that was found in the parking garage. If it is yours and you can identify it, please come to HR. Thanks! Jennifer Vargo , Interim Director of Human Resources 220

Thu 8:47 AM

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This week

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Sue Pyles

Weekly Update

Engineering Group Commenced Review of the Following Project(s): 1. Storage Mart (465 SE Oldham Pkwy.) Special Use Permit. 2. Storage Mart (465 SE Oldham Pkwy.) Commercial Final Development Plan. Sue Pyles , Engineering Mana

Wed 3:53 PM

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Grant White; Gene Williams

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Oldham Village 10 foot Sidewalk to Park

Thanks Gene, I see you left that comment on the plat. Shouldn’t this be an engineering plan comment? They are showing the easement for the path as instructed. Shouldn’t the feasibility/engineering comments for the shared use path be on the construction pl

Wed 2:25 PM

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Sue Pyles

DEG Strategic Planning Meeting

With the change in start time, we’ll start with the meeting and I’ll set up lunch delivery at 12:15. We can keep discussing during a lot of lunch. We’ll do Jimmy John’s again, I’ll have you order it in the morning on my computer like last time. Please

Wed 10:58 AM

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Gene Williams

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Example of Sidewalk Termination in Cul de Sac Bulbs

Hello Sue, Here are two examples used in the past

Wed 10:57 AM

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Pages from Street and Storm As-Built 240213.pdf

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Lee's Summit PWS, MO1010459, Villas of Chapel Ridge 2nd Plat, 1000004-25

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Kevin York

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To:​Torrence, Megan <[email-masked]>;​[email-masked]'​

Cc:​Gene Williams​

Thu 1/16/2025 5:11 PM

Megan,

I will address the questions regarding the hydraulic analysis.  The design flows are based on the City’s Design and Construction Manual which should be included in Review No. 1000139-19.  This development includes 32 houses.  Average day demand per house is calculated by multiplying 2.78 people per house by 125 gallons per person per day.  Maximum day demand is calculated by multiplying the average day demand by 2.1.  Peak hour demand is calculated by multiplying maximum day demand by 2.  The maximum day and peak hour demands are converted to gallons per minute (gpm) by dividing by 1440.

The first page of the hydraulic analysis includes 1000 gpm of fire flow plus 16.2 gpm of maximum day demand.  Residual pressure within this project area is over 70 psi when one fire flow demand of 1000 gpm is placed on the system.  The fire flow demand and residual pressure were calculated at each of the four nodes in the model.   Lee’s Summit has one tower in the northern pressure zone where this project is located.  A 2-hour fire demand will use a volume of water equivalent to about two feet of storage with a tank that has an operating range of 45 feet.

Please call or email me if you have any questions.

Thank you,

Kevin

Kevin 

York

,

Senior Staff Engineer

1200 SE Hamblen Road | Lee's Summit, MO 64081

816.969.1917

|

lswater.net

|

[email-masked]

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From: Torrence, Megan <[email-masked]>
Sent: Thursday, January 16, 2025 3:32 PM
To: [email-masked]' <[email-masked]>; Kevin York <[email-masked]>
Subject: Lee's Summit PWS, MO1010459, Villas of Chapel Ridge 2nd Plat, 1000004-25

You don't often get email from [email-masked]. Learn why this is important

CAUTION! This is an EXTERNAL email originated from outside the organization. Do not click links or open attachments unless you recognize the SENDER and know the content is safe.

We are in receipt of the construction permit application you submitted for a waterline extension to serve Villas of Chapel Ridge 2nd Plat, in Lee’s Summit PWS. In order for us to finish our review of the project, please respond to the following comments/questions within two weeks:

Although a Hydraulic Analysis was included with the application, it did not show how the peak demand was calculated. Please show how the design flows were calculated.

If fire protection is planned, please provide a Hydraulic Analysis that demonstrates the proposed waterlines will maintain at least 20 psi residual (working) pressure under the fire flow demand for at least two hours.

Page C.503 of the plans shows the proposed waterline crossing a storm sewer with less than 18 inches of separation. Please refer to Section 8.6.3. of the Minimum Design Standards for Missouri Community Water Systems, found here: https://dnr.mo.gov/document-search/minimum-design-standards-missouri-community-water-systems-pub2489, and update the plans to show how the proposed waterline will be properly protected.

The Trench and Backfill Detail drawing on page C.504 of the plans shows a cover depth of 36-inches. However, the waterline profile drawings on pages C.502 and C.503 include a note that 42 inch min cover is provided. In accordance with Section 8.5.3. of the Minimum Design Standards for Missouri Community Water Systems, All water mains shall be covered with at least 42 inches of earth or other insulation to prevent freezing. Lesser cover depth may be accepted in certain areas as approved by the department.

Please clarify the cover depth proposed for this waterline extension and update the plans accordingly.

If less than 42 inches of cover is proposed, please provide information to show that the waterlines will be properly protected to prevent freezing.

If you are unable to respond within two weeks, you may request a time extension by replying to this email. Your request for extension should include a new proposed timeline for response.

If you have any questions or would like to discuss this further, please let me know.

Thanks,

Megan Torrence

Public Drinking Water Branch

Missouri Department of Natural Resources

P.O. Box 176, Jefferson City, MO 65102

(573) 522-1801

[email-masked]

We’d like your feedback on the service you received from the Missouri Department of Natural Resources. Please consider taking a few minutes to complete the department’s Customer Satisfaction Survey at https://www.surveymonkey.com/r/MoDNRsurvey. Thank you.

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