HomeMy WebLinkAbout2014-11-14 MSWMO- OPH Communication Re Perimt Approval Status MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION
455 HAYWARD AVENUE OAKDALE , MINNESTOA 5 51 28 . o.r«.'
P h o n e 651 . 330 . 8220 x22 f a x 6 5 1 . 3 3 0 . 7 7 4 7 w w w . m s c w m o . o r g `:
November 14 2014 MscW •'
Eric Johnson,Administrator ""
City of Oak Park Heights
14168 Oak Park Blvd.N.
Oak Park Heights,MN 55082
RE: Oak Ridge Memory Care Addition
Dear Mr.Johnson,
The Middle St. Croix Watershed Management Organization (MSCWMO) received required submittal items on October
24, 2014 for the proposed Oak Ridge Memory Care Addition, located within MSCWMO boundaries and in the City of
Oak Park Heights.The proposed project qualifies for full review under the MSCWMO 2006 Watershed Management Plan
(WMP).
The project, as submitted, does not meet the Policies and Performance Standards contained within Section 5.0 of the
MSCWMO WMP. The MSCWMO Board did not approve the project at their regular board meeting on November 13,
2014. The following conditions must be met before the project can be reviewed for compliance with MSCWMO
performance standards:
Drainage Easement Compensatory Storage
• Demonstrate compensatory storage of.985 acre feet for the prosed filling in the drainage easement.The plan
proposes to fill the existing drainage easement that provides 1.46 acre feet of surge storage. The proposed plan
fills 0 .985 ac-ft. of surge storage. Compensatory storage of.985 ac-ft.must be demonstrated.
Permits
• Submit permission to construct on MnDOT property. Surface stormwater conveyance is proposed to be diverted
onto MnDOT right of way. Grading and utility work on MnDOT right of way is proposed to meet minimum rate
control standards.
Dry Detention Pond
• Add the weir wall in outlet structure 1 to the HydroCad calculations.
• Identify and document the emergency over flow of dry detention basin 1P.
• Add a floating debris filter to the outlet of dry detention basin 1P.
Underground Infiltration Basin
• Provide soil borings,boring logs to verify soil conditions at underground system location. The infiltration system
is located in primarily fill soils.The bottom of the proposed underground system is at 871.5. 1985 pre
development contours indicate a native soil elevation of 872.
• Provide a minimum of 202 cubic feet of retention storage to meet the minimum volume control requirement.
• Add an inspection well to the underground infiltration system.
Inspections and Maintenance
• Provide an inspection and maintenance agreement for the underground infiltration system and dry detention basin
1P.
Middle St. Croix Watershed Management Organization Member Communities
Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, a West Lakeland
October 30,2014
Page 2 of 2
The enclosed checklists contain detailed information on project review qualification and the policies and performance
standards of the WMP. MSCWMO review process information can be downloaded from www.mscwmo.org. Feel free to
contact me at 651-330-8220 x22 or misensee @mnwcd.org if you have any questions regarding these comments.
Sincerely,
Mikael Isensee
Administrator
Middle St. Croix Watershed Management Organization
Cc: Chuck Dougherty,MSCWMO Board Manager
Kurt Quaintance,P.E.,James R.Hill Inc.,2500 W.County Road 42, Suite 120,Burnsville,MN 55337
Enclosures
Middle St. Croix Watershed Management Organization
MEMBER COMMUNITIES:
Afton,Bayport,Baytown Township,Lakeland,Lakeland Shores,Lake St.Croix Beach,Oak Park Heights,St.Mary's Point,Stillwater and West Lakeland Township
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MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION
455 HAYWARD AVE . N . .' `
O A K D A L E , M I N N E S T O A 5 5 1 2 8
Phone 651 . 330 . 8220 x22 fax 6 5 1 . 330 . 7747 www . mscwmo . org
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PROJECT REVIEW MSCW
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MSCWMO Project Review ID: 14-008
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Project Name: Oak Ridge Memory Care
Applicant: Oak Park Heights
Purpose: Expansion
Location: Oak Park Heights, MN
Review date: 10/30/14
Recommendation: Deny application. The application contains too many omissions and technical issues to
complete the engineering review.
Applicability:
® Any project undertaking grading,filling, or other land alteration activities that involve movement of
earth or removal of vegetation on greater than 10,000 square feet of land
❑ All major subdivisions—major subdivisions are defined as subdivisions with 4 or more lots
❑ Any project with wetland impacts
❑ Any project with grading within public waters
❑ Any project with grading within the wetland buffer as identified in the plan
❑ Any project with grading within 40-feet of the bluff line
® Redevelopment on a site of 5 acres or more, where pervious surface is disturbed and final impervious
surface, in aggregate, exceeds 1 acre or 5%of a site,that causes a change in runoff characteristics, or
removal of vegetation
❑ Development projects that impact 2 or more of the member communities
❑ Building permit and adds five hundred (500)square feet of additional impervious surface
❑ Variance from the current local impervious surface zoning requirements for the property
Middle St. Croix Watershed Management Organization Member Communities
Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, a West Lakeland
November 11,2014
Page 2 of 6
EXHIBITS:
1. 8 page construction plan set,wetland review letter, infiltration calculations, hydraulic calculations,
swppp.
HISTORY&CONSIDERATIONS:
STORMWATER MANAGEMENT[A checked box indicates compliance]
❑ Water quality treatment is provided prior to direct discharge of stormwater to wetlands and all other water bodies.
• Stormwater leaving the project area is(not)discharged into a well-defined receiving channel or pipe and routed to
a public drainage system. Newly developed or redeveloped areas will be limited to the predevelopment or existing
rate of runoff or to a rate within the capacity of downstream conveyance systems, whichever is less,and no
increase in the volume or rate of runoff from newly developed areas will occur in areas where natural outlets do
not exist. In sub-areas of a landlocked watershed,development shall not increase the predevelopment volume or
rate of discharge from the sub-area for the 10-year return period event.
❑ Flowage easements up to the 100-yr flood level have been secured for stormwater management facilities. NA
❑ The 100-year flood levels of all ponds, lakes,and streams are shown on the proposed plans.
❑ The proposed stormwater management features satisfy the Design Standards for Structural Stormwater
Management Measures of the State of Minnesota Stormwater Manual, November 2005, or the most recent edition.
Design requirements:
® Adequate pretreatment upstream of bioretention and infiltration practices(sump catchbasins must be at
least 24 inches below inlets to the system).
❑ Construction phased so that impervious area construction is complete and pervious areas have established
vegetation before stormwater is introduced into bioretention practice(s).
❑ Construction phased so that infiltration practice(s)not excavated to final grade until contributing drainage
area fully stabilized.
❑ Planting plan detailing establishment of vegetation suitable for hydrology of basin.
® The design permeability rate through the planting soil bed must be high enough to fully drain the
stormwater quality design storm runoff volume within 48 hours.
® Access provided for routine maintenance.
❑ Maintenance plan clearly identifies long-term maintenance schedule and responsibility.
❑ Secondary outlet or emergency overflow is provided for bioretention and infiltration basins.
❑ Separation from seasonally saturated soils or bedrock is 3 feet or more for bioretention and infiltration
practices.
►1 Infiltration of runoff from potential stormwater hotspots(PSHs), including industrial areas with exposed
significant materials, vehicle fueling areas, and maintenance areas, is prohibited.
Middle St.Croix Watershed Management Organization
MEMBER COMMUNITIES:
Afton,Bayport,Baytown Township,Lakeland,Lakeland Shores,Lake St.Croix Beach,Oak Park Heights,St.Mary's Point,Stillwater and West Lakeland Township
November 11,2014
Page 3 of 6
❑ Proposed infiltration area(s)are marked during construction to prevent heavy vehicle traffic and equipment
from traveling over them.
® Minimum setbacks from the Minnesota Department of Health for infiltration practices are met:
Setback Minimum Distance(ft)
Property line 10
Building foundation* 10
Private well 50
Public water supply well 50
Septic system tank/leach field 35
*Minimum with slopes directed away from the building
® Stormwater ponds are not located within jurisdictional wetlands.
❑ Inlet areas stabilized to ensure that non-erosive conditions exist during events up to the overbank flood
event.
❑ The VH,p for storm water ponds discharges at no more than 5.66 cfs per surface acre of the full water quality
pool.
❑ A maintenance access with a minimum width of 8 feet is provided for stormwater ponds.
❑ Where a forebay is installed, direct vehicle/equipment access is provided for maintenance activities. NA
❑ Permanent pool volume(dead storage)is at least 1,800 cubic feet per acre of drainage to the pond(for new
construction). NA
❑ The required total storage volume(Vt)equals the sum of the volume in the permanent pool(Vpp below the
outlet elevation)plus live storage allocation for water quality volume(VH,p). VV,p equals 0.5 or 1.0 inch of
runoff per impervious acre,depending on the receiving stream designation. NA
❑ Permanent pool depths are at least 3 feet and a maximum of 10 feet. NA
❑ If an outlet riser is installed, it must be located to minimize short-circuiting between inflow points and the
riser. NA
❑ Basin outlets are designed to prevent discharge of floating debris.
❑ An emergency spillway is provided,stabilized to prevent erosion,and designed in accordance with
applicable dam safety requirements(NRCS pond standard 378 and MnDNR dam safety guideline)for
stormwater ponds.
❑ A 50 foot setback between the high water levels of stormwater ponds and public water supply wells is
provided.
❑ If the pond will be used for temporary sediment control during construction, the associated permanent pool
volume required is either the 2 year,24 hour storm runoff volume draining to the pond(with minimum 1800
cubic feet for each acre draining to the basin),or in the absence of such a calculation,3600 cubic feet for
each acre draining to the basin. NA
❑ If the pond will be used for temporary sediment control during construction,sediment deposited during
construction will be removed before normal operation begins. NA
❑ A legally binding and enforceable maintenance agreement between the pond owner and the local review
authority has been submitted. NA
❑ Pond embankments are at least 6 feet wide(wider for embankment height of over 10 feet or if maintenance
access will be required). NA
Pond embankments will be adequately stabilized with vegetation or other measures.
Middle St. Croix Watershed Management Organization
MEMBER COMMUNITIES:
Afton,Bayport,Baytown Township,Lakeland,Lakeland Shores,Lake St.Croix Beach,Oak Park Heights,St.Mary's Point,Stillwater and West Lakeland Township
November 11,2014
Page 4 of 6
❑ A way to visually verify proper system operation is installed for each subsurface infiltration system.
® Maximum drainage area for subsurface infiltration systems is 10 acres.
® Maximum site slope is 20%for areas draining to subsurface infiltration systems.
® Subsurface parallel storage chambers are at least 6 inches apart.
® A minimum of 6 inches of 1/2-inch washed, crushed,angular stone is placed above and below the
subsurface infiltration system(bedding layer).
❑ Volume control is provided for the first'r4 inch of runoff for all impervious areas plus X inch of runoff for areas with
compacted soils:
a. Volume retention:
Volume Retention Required (cu.ft.) Volume Retention Provided (cu.ft.)
31,351 sf* .5"= 1,306 cf BMP Volume Below
48,787 sf* .25"= 1,016 cf Elev.873.5
2,322 cf total required Structures 56.6 cf
Pipe 535.6 cf
1.84 ac disturbed Rock Void Space 1,528.2 cf
0.72 ac new impervious Total 2,120.4 cf
1.12 ac compacted
Infiltration is proposed.
❑ Runoff leaving the site is not increased from pre-development to post-development conditions for the 24-hour, two-
(2.75 inch), ten-(4.15 inch)and one hundred-year(5.9 inch)critical rainfall events.
® Predevelopment conditions assume "good hydrologic conditions"for appropriate land covers as identified in TR-55
or an equivalent methodology. Runoff curve numbers have been increased where predevelopment land cover is
cropland.
® Compaction of high-permeability soils has been avoided and stormwater management practices are located on
these soils.
® Lowest floor elevations of structures built adjacent to stormwater management features and other water bodies
are a minimum of two feet above the 100-year flood elevation and a minimum of two feet above the natural
overflow of landlocked basins. The location of the 100-year flood elevation, natural overflow elevation, and lowest
floor elevations have been provided.
EROSION AND SEDIMENT CONTROL [A checked box indicates compliance]
® A Storm water Pollution Prevention Plan(SWPPP)that meets the National Pollutant Discharge Elimination System
(NPDES)requirements must be submitted to and approved by the MSCWMO for all projects undertaking grading,
Middle St. Croix Watershed Management Organization
MEMBER COMMUNITIES:
Afton,Bayport,Baytown Township,Lakeland,Lakeland Shores,Lake St.Croix Beach,Oak Park Heights,St.Mary's Point,Stillwater and West Lakeland Township
III
November 11,2014
Page 5 of 6
filling, or other land alteration activities which involve movement of earth or removal of vegetation on greater than
10,000 square feet of land.
SWPPP Requirements:
® Description of the nature of the construction activity.
® Address the potential for discharge of sediment and/or other potential pollutants from the site.
® Identify a person knowledgeable and experienced in the application of erosion prevention and sediment
control BMPs who will oversee the implementation of the SWPPP and the installation, inspection and
maintenance of the erosion prevention and sediment control BMPs before and during construction.
® Identify who will have the responsibility for long-term operation and maintenance of the permanent
stormwater management system.
® Identify a chain of responsibility with all operators on the site to ensure that the SWPPP will be
implemented and stay in effect until the construction project is complete, the entire site has undergone
final stabilization, and a Notice of Termination has been submitted to MPCA.
® Narrative describing the timing for installation of all erosion prevention and sediment control BMPs.
0 Location and type of all temporary and permanent erosion prevention and sediment control BMPS along
with procedures to be used to establish temporary BMPs as necessary for the site conditions during
construction.
® Standard plates and/or specifications for all BMPs used on the project.
® Site map with existing and final grades, including dividing lines and direction of flow for all pre and post-
construction stormwater runoff drainage areas located within the project limits.
® Site map including impervious surface areas and soil types;area of each must be noted(in square feet or
acres).
® Location of areas not to be disturbed.
® Location of areas where construction will be phased to minimize duration of exposed soil areas.
® Identify all surface water and wetlands within%mile of the project that will receive stormwater runoff
from the construction site.
® Methods to be used for final stabilization of all exposed soil areas.
® Describe procedures to routinely inspect the construction site(once every 7 days and within 24 hours after
a rainfall event greater than 34 inch).
® Describe practices to properly manage and dispose of solid waste.
® Describe practices to properly manage hazardous materials.
® Describe practices for external washing of trucks and other construction vehicles(concrete trucks, etc.).
® Describe spill prevention plan.
® Describe measures to address sanitary and septic waste.
® Erosion and sediment controls are proposed to prevent siltation and sedimentation of streams, lakes, wetlands, and
other areas of the watershed.
❑ Slopes greater than 12 percent are protected from construction activities. NA
❑ Blufflines are protected from construction activities in urban(40 foot buffer)areas and rural areas(100 foot buffer).
NA
Middle St.Croix Watershed Management Organization
MEMBER COMMUNITIES:
Afton,Bayport,Baytown Township,Lakeland,Lakeland Shores,Lake St.Croix Beach,Oak Park Heights,St.Mary's Point,Stillwater and West Lakeland Township
November 11,2014
Page 6 of 6
❑ Land alteration activities are prohibited within twenty(20)feet of the top of the bluff. Top of bluff is defined as the
highest point of a bluff with an average slope exceeding 12%. WMP Section 5.2.4, Performance Standard 6. NA
WETLAND PROTECTION[A checked box indicates compliance]
❑ A 0 foot wetland buffer zone of unmowed natural vegetation is maintained or created upslope of delineated
wetland edges, ordinary high water elevation,or floodplain of all water bodies(wetlands,streams, lakes). NA
RECOMMENDATION: Deny application. The application contains too many omissions and technical issues to
complete the engineering review.
Conditions for resubmittal:
Drainage Easement Compensatory Storage
• Demonstrate compensatory storage of.985 acre feet for the prosed filling in the drainage easement.
The plan proposes to fill the existing drainage easement that provides 1.46 acre feet of surge storage.
The proposed plan fills 0.985 ac-ft. of surge storage. Compensatory storage of.985 ac-ft. must be
demonstrated.
Permits
• Submit permission to construct on MnDOT property. Surface stormwater conveyance is proposed to
be diverted onto MnDOT right of way. Grading and utility work on MnDOT right of way is proposed to
meet minimum rate control standards.
Dry Detention Pond
• Add the weir wall in outlet structure 1 to the HydroCad calculations.
• Identify and document the emergency over flow of dry detention basin 1P.
• Add a floating debris filter to the outlet of dry detention basin 1P.
Underground Infiltration Basin
• Provide soil borings, boring logs to verify soil conditions at underground system location. The
infiltration system is located in primarily fill soils.The bottom of the proposed underground system is
at 871.5. 1985 pre development contours indicate a native soil elevation of 872.
• Provide a minimum of 202 cubic feet of retention storage to meet the minimum volume control
requirement.
• Add an inspection well to the underground infiltration system.
Inspections and Maintenance
• Provide an inspection and maintenance agreement for the underground infiltration system and dry
detention basin 1P.
Middle St. Croix Watershed Management Organization
MEMBER COMMUNITIES:
Afton,Bayport,Baytown Township,Lakeland,Lakeland Shores,Lake St.Croix Beach,Oak Park Heights,St.Mary's Point,Stillwater and West Lakeland Township
III
it
Julie Hultman
From: Eric Johnson
Sent: Friday, November 14, 2014 2:51 PM
To: Julie Hultman
Subject: FW: MSCWMO Review Results:Oak Ridge Memory Care
Attachments: 7a2_Oak Ridge Memory Care_Project_Review_req_not_met.pdf;7a3Permit_Review_Oak
Ridge Memory Care.pdf
Follow Up Flag: Flag for follow up
Flag Status: Flagged
For the file.
From: Mike Isensee [mailto:MIsensee @mnwcd.org]
Sent: Friday, November 14, 2014 1:24 PM
To: Eric Johnson
Cc: Kurt Quaintance; Chuck Dougherty
Subject: MSCWMO Review Results: Oak Ridge Memory Care
Hello Eric,
Attached are the results of the MSCWMO review of the submitted project for Oak Ridge Memory Care reviewed and
approved by the board of managers last night (Thursday, November 13). The MSCWMO is did not approve the
application and requesting additional information be submitted in order for the MSCWMO to complete the technical
review of the project.
Please contact me if you have any questions.
Thank you,
Mike
Mikael Isensee, CPESC I Administrator
Middle St. Croix Watershed Management Organization
Watershed Specialist I Washington Conservation District 1 455 Hayward Ave. I Oakdale, MN 55128
NEW PHONE NUMBERS 5E651-330-8220 Ext.22 I Fax 651-330-7747
Cell: 608-487-4052 ®misenseemnwcd.orq
www.mscwmo.orq www.mnwcd.orq
From: Eric Johnson [mailto:eajohnson @cityofoakDarkheights.com]
Sent: Thursday, October 30, 2014 10:50 AM
To: Mike Isensee
Cc: Cristina.Mlejnek @stantec.com
Subject: RE: Oak Ridge Memory Care
Mike,
Correct the City is not vacating City rights.They may use it to a limited degree, if approved by the City Council, but we
would have to calculate impacts for such use as it may be detracting other use upstream or cost$$$ as there is an
inherent value.... I would think
1
eric
From: Mike Isensee [mailto:MIsensee @mnwcd.org]
Sent:Thursday, October 30, 2014 10:48 AM
To: Eric Johnson
Cc: Cristina.Mlejnek @stantec.com
Subject: RE: Oak Ridge Memory Care
Eric,
Thank you again for your input. I have attached the plat document. Just to clarify the platted "Drainage easement"on
the property is for the purpose of controlling, preserving,and providing for the flow or storage of water. Per state
statute,the City is the grantee of a platted easement and has the authority to uphold or vacate the easement.
In our conversation,you requested the MSCWMO as a joint powers unit of the City of Oak Park Heights to uphold the
drainage and utility easement during the MSCWMO review process.
Please confirm that I understood this correctly.
Thank you,
Mike
Mikael Isensee, CPESC I Administrator
Middle St. Croix Watershed Management Organization
Watershed Specialist I Washington Conservation District 1 455 Hayward Ave. I Oakdale, MN 55128
NEW PHONE NUMBERS 1651-330-8220 Ext.22 I Fax 651-330-7747
Cell:608-487-4052 ®misensee(a�mnwcd.orq
www.mscwmo.org www.mnwcd.org
From: Eric Johnson [mailto:eajohnson @cityofoakparkheights.com]
Sent: Thursday, October 30, 2014 10:27 AM
To: Mike Isensee; Cristina.Mlejnek @stantec.com
Cc: Cristina.Mlejnek @ stantec.com
Subject: RE: Oak Ridge Memory Care
Hopefully our comments helped.
IN the end the City has simply stated to developers that they must comply with MSCWMO rules.
If they do not they do not get a permit...
But as I am sure you are, be crystal clear with them as to what you need for review and approvals...
We will wait for your approval letter
Thanks
eric
From: Mike Isensee [mailto:Mlsensee @mnwcd.orq]
Sent: Thursday, October 30, 2014 10:10 AM
To: Eric Johnson; Cristina.Mlejnek @ stantec.com
Subject: RE: Oak Ridge Memory Care
2
I have both your numbers and will be calling soon.
Mike
Mikael Isensee, CPESC I Administrator
Middle St. Croix Watershed Management Organization
Watershed Specialist I Washington Conservation District 1 455 Hayward Ave. I Oakdale, MN 55128
NEW PHONE NUMBERS W651-330-8220 Ext.22 I Fax 651-330-7747
Cell:608-487-4052®misensee(c mnwcd.orq
www.mscwmo.org www.mnwcd.orq
From: Eric Johnson [mailto:eajohnson @cityofoakparkheights.com]
Sent: Thursday, October 30, 2014 9:57 AM
To: Mike Isensee; Cristina.Mlejnek @stantec.com
Subject: FW: Oak Ridge Memory Care
Ok
Cristina is going to be in on it too,
Cristina what is your phone#?
From: Mike Isensee [mailto:Mlsensee @mnwcd.orq]
Sent:Thursday, October 30, 2014 9:58 AM
To: Eric Johnson
Subject: RE: Oak Ridge Memory Care
Hi Eric,
I will give you a call in five minutes. Here is a partial list of the items we found in the review:
• The property has a drainage and utility easement over the se corner of the property. MN Statutes states
"Drainage easement" means an easement for the purpose of controlling, preserving,and providing for the flow
or storage of water.There is stormwater storage present and the ability for flow in that easement area.The
facility has 1.46 ac-ft.of surge storage.The proposed plan fills that storage down to .475 ac-ft.at a loss of.985
ac-ft.of surge storage. Compensatory storage of.985 ac-ft. has not been demonstrated.
• The plan pushes all surface stormwater conveyance off site on adjacent property.
• The plan grades and performs utility work on adjacent property.
• Rate control at the property line does not meet requirements.
• The proposed underground system does not have a high flow bypass.
• The proposed underground system does not provide adequate storage to meet volume control requirement.
• Bottom of the proposed underground system is at 871.5 the pre development plan indicates a native soil
elevation of 872 in 1985.
• Didn't provide soil borings, boring logs are needed to verify soil conditions at underground system location.
• If the existing storm sewer system from the upstream 27" RCP is flowing full the site will need surge storage.
• Emergency over Flow of 1P needs to be identified and marked on the plans.
• The dry pond 1P does not have a floating debris filter.
• The proposed underground system does not demonstrate an inspection well.
3
• The proposed hydrocad is missing the weir wall that is located in outlet structure 1.
Mike
Mikael Isensee, CPESC I Administrator
Middle St. Croix Watershed Management Organization
Watershed Specialist I Washington Conservation District 1 455 Hayward Ave. I Oakdale, MN 55128
NEW PHONE NUMBERS Wi651-330-8220 Ext.22 I Fax 651-330-7747
Cell: 608-487-4052 ®misenseeAmnwcd.orq
www.mscwmo.orq www.mnwcd.orq
From: Eric Johnson [mailto:eajohnson @cityofoakparkheights.com]
Sent: Wednesday, October 29, 2014 11:27 AM
To: Mike Isensee
Subject: Re: Oak Ridge Memory Care
Does for me
Sent from my iPhone
Please kindly ignore my iPhone use-spelling mistakes!!
On Oct 29,2014, at 11:11 AM, Mike Isensee<Mlsensee @mnwcd.org>wrote:
Sure. Does 10 a.m.tomorrow work?
Mikael Isensee, CPESC I Administrator
Middle St. Croix Watershed Management Organization
Watershed Specialist I Washington Conservation District 1 455 Hayward Ave. I Oakdale, MN 55128
NEW PHONE NUMBERS if 651-330-8220 Ext.22 I Fax 651-330-7747
Cell:608-487-4052 ®misensee(a mnwcd.orq
www.mscwmo.orq www.mnwcd.orq
From: Eric Johnson [mailto:eajohnson @cityofoakparkheights.com]
Sent: Wednesday, October 29, 2014 11:10 AM
To: Mike Isensee
Cc: Cristina.Mlejnek @stantec.com; James Landini
Subject: Re: Oak Ridge Memory Care
Conference call?
Sent from my iPhone
Please kindly ignore my iPhone use-spelling mistakes!!
On Oct 29,2014,at 10:55 AM, Mike Isensee<Mlsensee @mnwcd.org>wrote:
Hello Eric,
The MSCWMO has completed a preliminary review of the Oak Ridge Memory Care
Facility and has identified a long list of issues. There are a few items we would like to
discuss prior to completing the review. Are you available tomorrow at 10 a.m. or
sometime on Friday?
Thank you,
Mike
4
Mikael Isensee, CPESC I Administrator
Middle St. Croix Watershed Management Organization
Watershed Specialist I Washington Conservation District 1 455 Hayward Ave. I Oakdale, MN 55128
NEW PHONE NUMBERS 4651-330-8220 Ext.22 1 Fax 651-330-7747
Cell: 608-487-4052 2 misenseeamnwcd.orq
www.mscwmo.org www.mnwcd.org
From: Eric Johnson [mailto:eajohnson @cityofoakparkheights.com]
Sent: Tuesday, October 28, 2014 12:37 PM
To: Mike Isensee
Cc: Cristina.Mlejnek @stantec.com
Subject: RE: MSCWMO Stormwater Meeting Part 2
Sure the 18th works better for me
What time?
From: Mike Isensee [mailto:Mlsensee @mnwcd.orq]
Sent: Tuesday, October 28, 2014 7:20 AM
To: Eric Johnson
Subject: MSCWMO Stormwater Meeting Part 2
Hello Eric,
Are you available to meet and continue to discuss MIDS and the MSWCMO Watershed
Management Plan on either November 13th or 18th?
The MSCWMO was awarded a grant to provide technical assistance for up to 13 cities to
integrated MIDS into local ordinance. I would like to review and discuss this voluntary
project. There is a free attorney workshop for all cities considering participating in the
grant. I can reimburse the city$300 for the city attorney's time if it is possible to send
them to the training on December 16th. The flyer is attached.
Thank you,
Mike
Mikael Isensee, CPESC I Administrator
Middle St. Croix Watershed Management Organization
Watershed Specialist I Washington Conservation District 1 455 Hayward Ave. I Oakdale, MN 55128
NEW PHONE NUMBERS' 651-330-8220 Ext. 22 1 Fax 651-330-7747
Cell:608-487-4052®misensee(a mnwcd.orq
®www.mscwmo.orq www.mnwcd.orq
5