Planning Application Status

PL2022249




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Summary
PL2022249
THE VILLAS OF CHAPEL RIDGE 2ND PLAT, LOTS 43-74 AND TRACTS C-1 AND D-1 - MASS GRADING AND ESC
Engineering Plan Review
Engineering Plan Review
Approved
06/27/2022
CHOYCE LLC
Locations
Address
4012 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4016 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4020 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4024 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4028 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4032 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4036 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4040 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4007 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4011 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4015 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4019 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4023 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Address
4006 NE TROON DR, LEES SUMMIT, MO 64064

Address
4010 NE TROON DR, LEES SUMMIT, MO 64064

Address
4018 NE TROON DR, LEES SUMMIT, MO 64064

Address
4022 NE TROON DR, LEES SUMMIT, MO 64064

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4030 NE TROON DR, LEES SUMMIT, MO 64064

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4042 NE TROON DR, LEES SUMMIT, MO 64064

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4050 NE TROON DR, LEES SUMMIT, MO 64064

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4005 NE TROON DR, LEES SUMMIT, MO 64064

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4009 NE TROON DR, LEES SUMMIT, MO 64064

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4013 NE TROON DR, LEES SUMMIT, MO 64064

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4017 NE TROON DR, LEES SUMMIT, MO 64064

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4021 NE TROON DR, LEES SUMMIT, MO 64064

Address
4025 NE TROON DR, LEES SUMMIT, MO 64064

Address
4029 NE TROON DR, LEES SUMMIT, MO 64064

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4033 NE TROON DR, LEES SUMMIT, MO 64064

Address
4037 NE TROON DR, LEES SUMMIT, MO 64064

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4041 NE TROON DR, LEES SUMMIT, MO 64064

Address
4045 NE TROON DR, LEES SUMMIT, MO 64064

Address
4049 NE TROON DR, LEES SUMMIT, MO 64064

Address
4053 NE TROON DR, LEES SUMMIT, MO 64064

Property
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Address
4008 NE INDEPENDENCE AVE, LEES SUMMIT, MO 64064

Contacts
CHOYCE LLC, Address:PO BOX 847  
ENGINEERING SOLUTIONS, Address:50 SE 30TH ST, Phone:(816) 623-9888  
Reviews
Review Type Outcome Est. Completion Date Completed
Engineering Review Approved with Conditions 09/09/2024 08/30/2024
Gene Williams, P.E.
Engineering Review Corrections 03/27/2023 03/31/2023
Gene Williams, P.E.
Corrective Action Required
03/31/2023

Please see the comments contained in the Street, Stormwater, and Master Drainage Plan applicant letter dated Mar. 31, 2023. The engineered channels do not appear to be an efffective solution for conveying stormwater to the existing detentiion pond on a permanent basis. Although there may be instances where a temporary channel might be utilized, it should be noted on the plans as a temporary swale to be upgraded to an underground system at a later date. Please revise as appropriate.
Corrective Action Required
03/31/2023

A SWPPP was missing from the resubmittal package. Please submit a SWPPP for the project.
Engineering Review Corrections 08/31/2022 08/31/2022
Gene Williams, P.E.
Corrective Action Required
08/31/2022

A SWPPP plan was not provided. No review was conducted of the SWPPP. Please provide a SWPPP for review.
Corrective Action Required
08/31/2022

Please refer to comment #3 in the previous applicant letter. Turf reinforcement mat in the vicinity of the detention basin appears warranted, and I do not believe silt fence will be effective in preventing erosion. You stated the contractor feels the can control and establish vegetation in those areas, but without a specific plan, I cannot evaluate how this will be achieved. Please note that we discussed the issue of turf reinforcement mat on an internal basis, and Kent Monter, Sue Pyles, and myself believe we need to be taking a closer look at turf reinforcement mat in selected areas, especially swales, and especially near permanent water features such as the off-site retention basin. Please call me if you require addtional information, because we feel that turf reinforcement mat is warranted in selected locatons within this subdivision. I would suggest it be used along the re-designed drainage-way at the discharge end of Storm Line 1 where it enters the basin, and along the eastern edges of the lots adjacent to the retention basin. Please review and revise as appropriate.
Corrective Action Required
08/31/2022

A revised cost estimate shall be required after addressing the comments in this applicant letter.
Engineering Review Corrections 07/13/2022 07/13/2022
Gene Williams, P.E.
Corrective Action Required
07/13/2022

Please correct the title to reflect "Mass Grading and Erosion and Sediment Control" or equivalent language.
Corrective Action Required
07/13/2022

A SWPPP is reuired. Please prepare and submit a SWPPP for review.
Corrective Action Required
07/13/2022

Turf reinforcemnt mat appears warranted, especially near the detention basin. Please evaluate and revise the plan as appropriate.
Corrective Action Required
07/13/2022

Please label the contour elevations on the northwest and south part of the subdivision. It is difficult to determine the elevations without these labels.
Hearings

There are no hearings for this planning application.

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