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HomeMy WebLinkAboutCC WORKSESSION PACKET 05162017Lai � , . Work Session Agenda Tuesday, May 16, 2017 5:00 P.M. 1. Tour of City 2. Review in Council Chambers Invited: Scott Bentz, Parks Commission Chair Bonnie Brever, Councilmember Mark Casey, City Manager Jerry Faust, Mayor Hal Gray, Councilmember Jim Gondorchin, Planning Commission Chair Jay Hartman, Public Works Director Todd Hubmer, Engineer Jan Jenson, Councilmember Mike Larson, Liquor Operations Manager Jon Mangseth, Police Chief Breanne Rothstein, Planner Shelly Rueckert, Finance Director Mark Sitarz, Fire Chief Randy Stille, Councilmember 3. Flooding on Silver Lake Road. Todd Hubmer, City Engineer presenting 4. Sunday Liquor Sales. Mike Larson, Liquor Operations Manager presenting 5. Planning Commission Resignation & Appointment. Mark Casey, City Manager presenting 6. Adjournment City of St. Anthony CITY COUNCIL WORK SESSION City Council Chambers Minutes March 27, 2017 Present: Mayor & Council. Jerry Faust, Mayor; Hal Gray, Councilmember; Randy Stille, Councilmember; Jan Jenson, Councilmember; and Bonnie Brever, Councilmember. Absent: None Staff: Mark Casey, City Manager Call to Order: Meeting called to order by Mayor Faust at 7:00 p.m. Intersection Control Policy: Staff presented a draft policy, Traffic Study Request Form and Justification Worksheet. By consensus of the Mayor and Council, staff will bring forward to a future City Council meeting. Students in Government: Staff presented an idea of staff and council working with high school students. By consensus of the Mayor and Council, have the school district assign the students and to proceed. Adjourn: The meeting adjourned at 7:51 p.m. Minutes respectfully submitted by Mark Casey, City Manager a +J U N t w- O L O l i �" °•' ° °•�•'�`�` " ' Tour of the City - 2017 Signal Improvements y (6) 2017 from HSIP Grant 30. LED Lighting. (6) 2017 construction • _ g 9. 2017 a 29. Flooding Areas 1. MITI /Overiay- 2017 Continued coordination with Ramsey County 2. 2016 Street Project 3. Sidewalk — (Conslrucled in 2016) 4. Gas Station /Car Wash Site - Potential future redevelopment opportunity / 5. Vacant Lot Future Redevelopment 6. Vacant Gas Station Tanks removed 7. Sidewalk. 2017 A. Re -guide to Medium Density Residential 9. Future MPRB Trail Potential future trail per Henn. Co. Bike Plan 10. 29th and Silver Lake Road Intersection 11. Potential Park 12. Lowry Grove, Future redevelopment 13. Fortner Bowling Alley Future redevelopment 14. Re -guide to Medium Density Residential ,p y . � a !2. Iv pejP .VER LN 39TH AVE AVE NE OP _ in 38TH AVE HE i -- I ...... ii ........ fyf r• �,'� '� EDGEMEREAVE �������� WENDHURSTAVE 36THAVE NE / w v o o � °o i N 0 D 35TH AVE N E m j.ppWNE$:j ILRy w 0 °e 34TH AVE NE y 3CTH AVEN SKVCROFT CIR 33RO AVE NE � w w Y p jF a, MILLDALE AVENE p r U .p 32ND AVE NE TOWNVI ) w w w Y 8I N EW AVE - a 0 N 31STAVE HE W y T O o a o 3 3 30TH AVE NE ? ARMOUR TER W V `rp — 2 9 T H E N E W MUR AlM w z 0 8R —µLAVE PNTHONV U`S k LAVE g 3LEN HCR,GORRrO 27TH AVE N E ASH. m N ELM e,41 O HM 3 Z� S o i 15. St Anthony Regional Treatment System • ,I I Funded by MWMO and Hennepin County (Constructed in 2016) i 1 r__ 28. Re -guide to Light industrial 27. Mirror Lake Flooding RCWD Clean Water Fund Grant 26. Re -guide to Medium Density Residential 25. Central Park Entrance. 2017 24. 2017 Road Projects 23. Splash pad re -use 22. Trail Low Spot — 21.Advanc. Oxidation Process Plant addition to WTP Construction in 2017 40. Pedestrian Improvement Coordination with Hennepin County i 19. R"Uide to Light Industrial 18. Industrial Park Future Redevelopment Future opportunities for redevelopment 17. Ramsey County Recon Project Future project in 2019/2020 Coordination with Hennepin County 16. Future MPRB Trall Potential future trail per Henn. Co. Bike Plan o, a, �. Mr .....u�.oao�•ruw.nrn,,.rsa��.�.a ' o o1n oa os A Wb. cc v c� J L 0 blo c ia 0 _0 LL N WSB 701 Xenia Avenue South I Suite 300 1 Minneapolis, MN 55416 1 (763) 541 -4800 Memorandum To: Mark Casey, City Manager Jay Hartman, Director of Public Works Molly Churchich, Ramsey County From: Todd Hubmer, PE, City Engineer Tony Miller, EIT Date: May 03, 2017 Re: Silver Lake Road Flooding Analysis Results WSB Project No. 2170 -420 Existing Conditions There is a low point on Silver Lake Road that is currently overtopping and flooding the properties on the east side of the road. This low point is located approximately 250 feet south of the intersection with Silver Lane Northeast. An XPSWMM model was created to evaluate the flooding and used the 2 -, 10 -, and 100 -year National Oceanic and Atmospheric Administration (NOAA) Atlas 14, 24 -hour precipitation events along with the MSE3 rainfall distribution. In this area, the 2 -, 10 -, and 100 -year events correspond to 2.83, 4.24, and 7.38 inches of rain in 24 hours. Based on the MSE3 rainfall distribution, approximately 60 percent of the rain falls between the 1211 and 1311 hour of this 24 -hour period. Therefore, the 2 -, 10 -, and 100 -year events are approximately equal to 1.7, 2.5, and 4.4 inches of rainfall in 1 hour. The storm sewer pipe trunk system and inlet capacity on Silver Lake Road at this low point is currently undersized and flood the east properties during the 2 -year event. Improvements for Consideration To reduce the frequency of flooding at this low point in Silver Lake Road the following improvements are proposed for your consideration. 1. Install eight high capacity catch basins at the low point in Silver Lake Road to replace the five existing catch basins. This will allow the water on the road surface to more quickly enter the pipes. 2. Construct a new 36 -inch pipe from the low point north that will discharge into Silver Lake through the retaining wall on the south bound side of the road. This pipe will be constructed in the current location of an abandoned 24 -inch cast iron force main, and will be hydraulically connected to the existing 60 -inch stone sewer pipe in Silver Lake Road. This design is anticipated to provide adequate storm sewer capacity to prevent flooding of the east properties during a 100 -year event. Figure 7 provides a plan view illustration of this design. Building a legacy — your legacy. Equal Opportunity Employer I wsbeng.com K1021 ]0-020WEminlpau` 021I 0-0 20_ SiMhnYeRUFbotli ,gReMlaMa„o_M1)- 0503.dou Silver Lake Road Flooding Analysis Results May 03, 2017 Page 2 Community Benefits The construction of these catch basins and 36 -inch pipe will increase public safety and reduce flooding risks in St. Anthony Village and neighboring communities downstream. These proposed improvements will: 1. Reduce flooding on Silver Lake Road a. Increase safety on Silver Lake Road by reducing the risk of Hydroplaning at the low point. b. Eliminate flood damage to adjacent properties in the 100 -year rainfall event. 2. Reduce flooding downstream on Penrod, Silver Lane, Fordham, Shamrock, 3911 Ave and Foss Road. a. Eliminate 59 cfs of overland flow onto Penrod and Silver Lane b. Eliminate 4 acre -feet of floodwater volume to the low point of Silver Lane and Shamrock Drive. c. Eliminates flooding of two homes and significantly increases flood protection to several additional homes. d. Reduce Flow to Ramsey County Ditch 3, which currently backflows to Foss Road system near Mirror Lake Condominiums and to the low point at 3911 Avenue and Fordham Drive. Other Alternatives Evaluated 1. 36 -inch Pipe Not Hydraulically Connected We evaluated a parallel pipe that was not hydraulically connected to the existing storm sewer system; however, this option is not suggested. The surface flow, directly tributary to the low point, peaks before the flow in the existing trunk system peaks. Therefore, disconnecting the low point from the existing trunk system would require a slightly larger pipe to convey the flows. 2. Pond Excess Volume from Direct Tributary Area We evaluated ponding the excess volume from the direct tributary area; however, this option is not suggested. Four acre feet of storage is needed to eliminate flooding to adjacent properties on Silver Lake Road in the 100 -year rainfall event. There are two potential ponding areas available. The first is the well house parcel which has about 0.31 acre feet of storage available. The second is to purchase 4017 Silver Lake Road (sold in 2010 for $152,500) which has about 0.37 acre feet of storage. Both properties combined do not provided the four acre feet of storage needed to eliminate flooding to adjacent properties on Silver Lake Road in the 100 -year rainfall event. 3. Buy and Remove Flooding Properties The City could buy the two properties that flood and continue to let the water flow from the low point in Silver Lake Road to the Penrod Lane. Based on the last sales dates of 2010 and 2015, the two properties are valued more than $600,000 dollars. This option is not suggested because: • This option does not reduce the flooding issues downstream at Penrod or Foss Roads • This option relocates two existing home owners • This option would permanently remove two home from the property tax rolls. Model Assumotions The NOAA Atlas 14, 24 -hour precipitation events were used along with the MSE3 rainfall distribution to model rainfall volumes. Drainage areas were delineated to each catchment. The catchments were placed the low point of Silver Lake Road. The SCS Runoff Curve Number (CN) method, with times of concentration ranging from 10 to 30 minutes, were used to calculate the surface runoff from each drainage area. The hydrologic soil group for the vast majority of this area is classified as "Urban Disturbed Soils ". Therefore, based on WSB's experience working in the area, a CN value of 74 was used. A CN value of 74 is representative of grass cover greater than 75 %, in good condition, on soils of Hydrologic Group C. City record drawings were used to model the storm sewer system along with LiDAR data to model over land flooding. K:I21 WWMInlp W21 M4 WSH.11.'Adll..di UIUM emo Wl7-0L3tl Silver Lake Road Flooding Analysis Results May 03, 2017 Page 3 Model Results Based on the XPSWMM modeling preformed, the following conclusions are made: 1. The flooding is a result of the direct drainage area to the low point on Silver Lake Road. 2. The existing conditions do not provide adequate inlet capacity to allow the water in the street to enter the storm sewer pipes. 3. The existing conditions to not provide adequate storm sewer capacity to allow the water in the streets to enter the storm sewer pipes. Project Cost The total project cost is estimated to cost $624,197. The breakdown of the cost estimate is in Table 1 Table 1 — Cost Estimate Description Units Quantity Unit Price Total Price Mobilization LS 1 $30,000.00 $30,000.00 Traffic Control LS 1 $10,000.00 $10,000.00 Clearing and Grubbing TREE 10 $500.00 $5,000.00 Saw Cutting Bituminous Pavement and Curb LF 2,100 $6.00 $12,600.00 Remove Bituminous Pavement SY 2,955 $8.00 $23,640.00 Remove Curb Median SY 545 $10.00 $5,450.00 Replace Bituminous Pavement SY 2,966 $40.00 $118,640.00 Replace Curb Median SY 545 $65.00 $35,425.00 Remove and Replace Skimmer EACH 1 $8,000.00 $8,000.00 Remove Sediment at Existing Outlet LS 1 $25,000.00 $25,000.00 Remove Existing MH EACH 6 $1,500.00 $9,000.00 Remove TCA's 24" Force Main LF 1,050 $5.00 $5,250.00 36" RC Pipe Sewer LF 1,050 $80.00 $84,000.00 36" RC Head Wall Through Retaining Wall LS 1 $10,000.00 $10,000.00 Random Riprap Class V (Field Stone) CY 70 $175.00 $12,250.00 Connect to Existing Structure /Pipe EACH 3 $1,000.00 $3,000.00 CB's and Structures EACH 8 $4,200.00 $33,600.00 Construct Drainage Structure Design 4020 -60 LF 10 $400.00 $4,000.00 Construct Drainage Structure Design 4020 -84 LF 10 $500.00 $5,000.00 Erosion Control LS 1 $3,000.00 $3,000.00 Project Restoration LS 1 $3,000.00 $3,000.00 Total Construction Cost $445,855.00 15% Engineering Fees $66,878.25 25% Contingency $111,463.75 Total Project Cost $624,197.00 M'. \031]0 >]D \Ptlmin \Daz \031]DilO SIIveM1aYePGF,00tlmgPewltzMemo 301IL5 -03.tlov y 3 .. •�' t , A A ! AAIL . . ;,■ Z Z 1 Y Y m ,m J � J 01 ' U �1 r Q fa 7 7�7-7 � Legend F ■ Proposed CB * Headwall • Proposed MH Proposed Storm Pipe j„ •`'T • Exsiting Storm MH - ■ Existing Storm CBs `b. l M1 Existing Storm Pipe ain thorn} Figure 1 - Proposed Storm Sewer N At 1 a el% Silver Lake Road Flooding Analyis 0 25 '00 �{/SB City f St. Anthony Village OFee, y y g 1 inch = 100 feet R- 3246 -CL Combination Inlet Frame, Grate, Curb Box Heavy Duty TYPe C R- 3246 -E Combination Inlet Frame, Grate, Mountable Curb Box f" 11 Heavy Duty I L UR T0101 ii ylr ylir 2 6i ]3 4BBU,� F --18i� WEIR SO. PERIMETER CATALOG GRATE FT. LINEAL NUMBER TYPE OPEN FEET "46-E C 1.6 5.0 Also available with 2" radius curb box, order R- 3246 -F. R- 3247 -2D Combination Inlet Frame, Grates, Curb Box Heavy Duty t]INB' R04N' B- erryP. I,14'iw. z,n �ze In ..B 1 01 WEIR SO. PERIMETER CATALOG GRATE FT. LINEAL NUMBER TYPE OPEN FEET M247-M R 38 6A &3247-21. L 4s 6.4 Standard Grate (shown): Type R &3247.247 a Is 8.4 Can be famished without curb box, see R -3572 and R -3573 series. L�:, Available with 2 -piece Type G grate, order R- 3247 -20. T u Available with 2 -piece Type L grate, order R- 3247 -2L. - - r,`,. L NEENAN FOUNDRY CLICK HERE to return to the Table of Contents WEIR Standard Grate (shown): Type L CATALOG GRATE SOL FT. PERIMETER LINEAL Also available with grate Type C. NUMBER TYPE OPEN FEET R -3246 CL L 1.6 6.6 R- 3246 -CL C 21 5.8 - - TYPe C R- 3246 -E Combination Inlet Frame, Grate, Mountable Curb Box f" 11 Heavy Duty I L UR T0101 ii ylr ylir 2 6i ]3 4BBU,� F --18i� WEIR SO. PERIMETER CATALOG GRATE FT. LINEAL NUMBER TYPE OPEN FEET "46-E C 1.6 5.0 Also available with 2" radius curb box, order R- 3246 -F. R- 3247 -2D Combination Inlet Frame, Grates, Curb Box Heavy Duty t]INB' R04N' B- erryP. I,14'iw. z,n �ze In ..B 1 01 WEIR SO. PERIMETER CATALOG GRATE FT. LINEAL NUMBER TYPE OPEN FEET M247-M R 38 6A &3247-21. L 4s 6.4 Standard Grate (shown): Type R &3247.247 a Is 8.4 Can be famished without curb box, see R -3572 and R -3573 series. L�:, Available with 2 -piece Type G grate, order R- 3247 -20. T u Available with 2 -piece Type L grate, order R- 3247 -2L. - - r,`,. L NEENAN FOUNDRY CLICK HERE to return to the Table of Contents V) v N L 0 S cr J f4 C N r To: Mark Casey, City Manager From: Michael L. Larson, Liquor Operations Manager Subject: Sunday Sales /Store Hours Date: 5/5/2017 The sale of alcohol beverages containing more than 3.2% alcohol by volume on Sundays was approved by legislation effective July 1, 2017. The new law allows the sale of all alcohol beverages between the hours of 11:OOam and 6:OOpm (1100 -1800 hours) on Sundays with the exception of Christmas day, if the day occurs on a Sunday. The remaining requirements of the law are still in effect. I am recommending that both liquor stores open on Sunday beginning July 2, 2017. • Council action is not required as our city code states that we comply with M.S. §340A.504 which was changed with the Sunday sales legislation. • 1 am recommending the hours of operation of 11:00am- 4:00pm (1100 -1600 hours). • 1 believe we need to be open to remain competitive in the metropolitan market. • 1 believe that Sunday will eventually become one of the three highest volume days of sales for the week. • 1 will monitor sales closely to determine adjusting the hours of operation on Sundays in the future. Monday through Saturday hours of Ooeration We continually monitor and evaluate our hours of operation Monday through Saturday. The market changed dramatically during April of 2014 and our sales at the stores have also. We have divided the year into three 4 month segments and our research indicates the following: Marketplace location ranked lowest sales volume by hour: • 9:00am- 10:00am (0900 -1000 hours) • 9:OOpm- 10:OOpm (2100 -2200 hours) Friday and Saturday • 10:OOam- 11:OOam (1000 -1100 hours) Silver Lake Village location ranked lowest sales volume by hour: • 9:00pm- 10:00pm (2100 -2200 hours) • 9:OOam- 10:OOam (0900 -1000 hours) • 8:OOpm- 9:OOpm (2000 -2100 hours) Friday and Saturday We are considering adjusting our hours of operation but at this point I do not have a recommendation other than to continue to monitor our sales volume by hour after July 2, 2017 and determine what effect Sunday sales will have on the sales Monday through Saturday. c v O .C: 7n o Q Ea O U to CA O � co to � a� iOahurry C% City of Saint Anthony Village Commission Application Form RECEIVED NOV -12016 Name: `<¢% /�O /3%l�'� cif 4F�� Phone Number: W/Z " 7I Home Address: ��Z� /� /��FfL 74VIE Zip Code: Email Address: (--) /_ / o., __ Please circle which commission you are applying for: Parks Planning In order for the Mentor and Council rnenibers have a better understanding of your background and interests, please provide the folloudug information (attach extra sheets if uecessanl). How long have you lived in St. Anthony Village? Z{) years Why do you want to serve on, a St. Anthony Village Commission? ITAo&Vwrj �l�rllri75 i • ._4TI�'1 (`I y Please list your prior experiencing serving on a Board or Commission, etc. —1`6L--� "All applicants are required to be a resident of St. nthony itlage <� Fora�irc xrr onh' c�h� u \ C�i'Vl )uc Recuved: iONCJ City of Saint Anthony Village Commission Application Form Name: L. Phone Number: 651-05 L$ 7T Home Address: _,Ncc 3146 4 , Zip Code: 3 Sc(Ifj Email Address: .ecfd lars<„ Cr grur ( ccvr Please circle which commission you are applying for: Parks arming In order for the Mayor and Council members have a better understanding of your background and interests, please provide the following information (attach extra sheets if necessary). How long have you lived in St. Anthony Village? years Why do you want to serve on a St. Anthony Village Commission? T ari .2 Irc nsecl b, IW. r anti'ec Eck uth exr a 'rF.7ce n_ r 9 throao Ocvn; q races ,4n Icf lrke to be r- jnyyIvee( ii tale a -f%eig of tie VILde tGr the m&At" -I h-ne(�t ok the r^e_- Oent5 12-:5 1 fle3.5e-s �,id the eorhm")ty Please list your prior experiencing serving on a Board or Commission, etc. I e--o5 hor-eo"i-)e 6 re .qrex -rt2ti ✓y (or Ek-e V cLU' Ck�rci /ls (��,I)gOme to LAC) MN port 3 r>rs -nd have °r✓ed nn serer l cnrrmi pP %` church nelzEerl g, -Ei ✓itiFS. * All applicants are required to be a resident of St. Anthony Village Foy' o�irc uu cnh' Datc RcccivcJ: i61aCJ City of Saint Anthony Village Commission Application Form Name: William RISSe Home Address: 2913 29th Ave NE Email Address: rISSewl @gmall.Com Phone Number: 763- 412 -8312 Zip Code: 55418 Please circle which commission you are applying for: Parks Planning In order for the Mayor and Council members have a better understanding of your background and interests, please proznde the following information (attach extra sheets if necessary). How long have you lived in St. Anthony Village? V years Why do you want to serve on a St. Anthony Village Commission? See attached document Please list your prior experiencing serving on a Board or Commission, etc. - Volunteer Coordinator, Charitable Giving Committee (Merjent, Inc.) - Treasurer, Students for Wetland Awareness, Management, and Protection (UW- Stevens Point) - Senator, Community Housing Council (UW- Stevens Point) - President, May Hall (UW- Stevens Point) * All applicants are required to be a resident of St. Anthony Village Por offim nre on� Date Received: At 26 years old, I can provide valuable insight into the long term sustainability of the city. My wife and I plan to live in the city for a long time to come, and would like to provide a voice to young families looking to settle in Saint Anthony. I would like to help implement the long term sustainability of the city, and ensure that the vision in the comprehensive plan is implemented so that young professionals continue to be drawn to the area. As the neighborhoods of the city turn over, and the next generation of families move into the area, it is essential to provide planning initiatives that support new residents' needs. I can also offer a vision for the comprehensive planning process, land use planning issues, and zoning. I have a background in these areas through my undergraduate degree in Land Use Planning, and a master's degree in Urban and Regional Planning. I have chosen to use these degrees in the environmental field, where I work for an environmental consulting firm, but feel that I can provide insight, and also gain valuable experience by working with Saint Anthony Village. I hope to learn from the community, while also providing my own insights into the important issues that will shape the city for decades. I think it is important for citizens to be involved in the community they live in, and the Planning Commission provides a perfect opportunity for me to help shape the city for the better. I feel that I have the experience to be an effective committee member and carry forward the vision that residents of the city have laid out, and continue to lay out in the comprehensive planning process.