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City Council Agenda Packet 4-16-2013
:-Y OF, Our Mission is to Provide Quality Public Services ...... in a Fiscally Responsible Manner While Preserving the City's Open Space Character NOTICE OF MEETING City Council Meeting Tuesday, April 16, 2013 7:00 P.M. City of Lake Elmo 13800 Laverne Avenue North AGENDA A. Call to Order B. Pledge of Allegiance C. Roll Call D. Order of Business E. Approval of Agenda FQ Accept Minutes 1. Accept April 02, 2013 City Council Meeting Minutes G. Public Comments/Inquiries H. Presentations 2. Quality Star - Rick Chase L Consent Agenda 3. Approve Payment of Disbursements and Payroll 4. Accept Financial Report dated March 31, 2013 5. Accept Building Permit Report dated March 31, 2013 6. Well No. 4 -Resolution Approving Plans and Specifications and Ordering Advertisement for Bids; Resolution 2013-26 7. Amend Valley Cartage Tax Abatement Resolution; Resolution 2013-27 B. Approve Wild Adventure Race Spring Sprint - Sunfish Lake Park/Lake Elmo Park Reserve Regular Agenda 9. Speak Your Peace Project; Resolution 2013-28 10. Approve Lake Elmo Wine Company Liquor License -Public Hearing 11. Valley Cartage Group, Inc. MIF - Public Hearing; Resolution 2013- 29 12. Water Surface Use Amendment; Ordinance 08-074 13. Zoning Map Update; Ordinance 08-07S 14. Tree Preservation Ordinance; Ordinance 08-076, Resolution 2013- 30 1S. Parking Regulations Ordinance Update; Ordinance 08-077, Resolution 2013-31 16. Keats MSA Street and Trunk Watermain Improvements -Resolution Accepting Bids and Awarding Contract; Resolution 2013- 32 17. Authorize the distribution of Lennar's Environmental Assessment Worksheet to Environmental Quality Board K. Summary Reports and Announcements ® Mayor * Council * Administrator * City Attorney * Planning Director * City Engineer * Finance Director ® Clerk L. Adjourn LADE EL MO CITY COUNCIL MINUTES April 02, 2013 CITY OF LADE ELMO CITY COUNCIL MINUTES April 02,2013 Mayor Pearson called the meeting to order at 7:00 P.M. PRESENT: Mayor Pearson, Council Members Bloyer,Nelson,and Smith f7:31 PM] Also Present: City Administrator 2uleger, Associate City Attorney 8rekken, Planning Director Klatt, City Engineer Griffin, Finance Director Bendel,and City Clerk Bell. PLEDGE OF ALLIGNCE APPROVAL OF AGENDA MOTION:Council Member Nelson moved TO APPROVE THE APRIL 02,2013 CITY COUNCIL AGENDA ASPRESENTED. Council Member Bloyer seconded the motion. Motion passed 3-0, ITEM 1:ACCEPTAINUTES THE MARCH 19,2013 CITY COUNCIL MINUTES WERE APPROVED AS PRESENTED BY CONSENSUS OF THE CITY COUNCIL. PUBLIC COMMENTS Library Board Member Judy Gibson gave update on book circulation Library hours have increased 10:OOAM-2:OOPM Monday-Saturday & Tuesday/Thursday additionally from 3:00PM-8:00PM. She noted that one rental space available. Contact Steve DeLapp for more information. Library is actively advertising for full time librarian position. For more information, contact personnel committee. Library is still receiving best seller donations, including DVDs. Ms. Gibson noted events at library include: East Metro Writers Room, which is open Mondays and Wednesdays from 8:30AM to Noon. Also on the first and third Fridays of each month, the library has story time for preschool children. Ms. Gibson noted celebration of National Library Week. Events include a free book bag if patrons check out 3 books. On 4/4 Family Means financial counselor will speak about getting the most from tax refunds; E nvi ro n mental/S ustai nability author William Souder visits on 4/11 at 6:30PM; On 4/17 at 7:OOPM a drop-in music jam; On 4/18 at 6:30PM library will honor local authors, 4/25 at 3:OOPM library will celebrate National DEAR clay(Drop Everything And Read). ITEM 2° NATIONAL LIBRARY WEEK APRIL 14-20 Mayor Pearson proclaimed April 14-20 as National Library Week and read the proclamation. Page 1 of 7 LAKE ELMO CITY COUNCIL MINUTES April 02, 2013 ITEM 3° COMMUNITY MEDIA WEEK APRIL 22-27 Council Member Sloyer read the proclamation for Community Media Week.The Council proclaimed April 22-27 as Community Media Week. Ramsey/Washington Counties Cable Commission is holding open house on 4/25. PRESENTATIONS ITEM 4. QUALITY STAR PRESENTATION-RICK CHASE Item was skipped due to award recipient Rick Chase not able to attend. ITEMS:LAKE ELMO IAYCE�S Sarah Quick represented the Lake Elmo Jaycees. She noted that this is the 43rd year of partnership between the City and the Jaycees. Ms. Quick presented a donation of$8,000 to the City in gratitude for partnership. There was a discussion of the amount and where it will be used. It was reported that last year's donation was less and that it usually is used for Lake Elmo Days. The Council thanked the Jaycees. ITEM 6- SOUTH WASHINGTON WATERSHED DISTRICT Matt Moore gave update for the watershed district. Also attending were managers Johnson (Woodbury), Madigan. Mr. Moore described the watershed area. It is essentially the Eagle Point Business Park.Working with Cottage Grove and Woodbury on different projects. Reported working with staff to develop web based viewer to show the geography contours. Mr. Moore also noted several 2012 accomplishments. Worked with Newport drainage rate; Trout Brook water quality improvements; Grey Cloud Island restoration. Mayor Pearson asked about rain gardens and expected need for maintenance. Mr. Moore said about 10 years is estimated length of time for maintenance to be needed.It is important to get root system established. CONSENT AGENDA 7. Approve Payment of Disbursements and Payroll of$92,761.08 8. 2013 Sea] Coat Project-Approve Plans and Specifications and Authorize Advertisement for Bids;Resolution 2013-23;Agreement MOTION: Council Member Bloyer moved TO APPROVE THE CONSENT AGENDA AS PRESENTED. Council Member Nelson seconded the motion. NOTION PASSED 3-0, REGULAR AGIaNDA Page 2 of 7 LADE ELMO CITY COUNCIL MINUTES April 02, 2013 ITEM 9 STATE HIGHWAY 36 SO TH FRONTAGE ROAD STUDY-RESOL TION APPROVING MNDOT AGREEMENT NO.03330 City Engineer Griffin gave summary of grant agreement.Grant amount is for 80%of total amount of $80,000=$64,000.City will be responsible for balance of$16,000. There will be a minimum of two workshops as well as community meetings. It is meant to be a collaborative project. Council Member Nelson asked about outcome of survey and how to get state to be in City's favor. Mr. Griffin said the goal is to work with the state to come up with plans and bring proposal to state. MnDOT will be at the table at various points so there is a product with their buy in. City Administrator Zuleger noted that the study provides an updated view and stressed that it would be collaborative. The inclusion in City's CIP was discussed. Mr. Griffin reported that it was not because there is no specific project approved. Council Member Nelson asked where money will come from. Finance Director Bendel reported her belief that it comes out Capital Fund as it is drafted. Mr.Zuleger stated. that because it is a study, it actually will come out of the Undesignated Fund or General Operating Fund. Ms. Bendel noted that the Contingency Fund in the budget is in fact for these types of items. Current Contingency Fund balance is about$120,000. Council Member Bloyer asked about timeline and if project will start during the current council's terms? Mr. Griffin stated that there needs to be a plan in order to obtain funding. The timing depends on funding. Council Member Smith arrived at 7:31 P.M. It was pointed out that at some point 36 is planned to become a freeway. Council Member Nelson noted while he's not in favor of spending the funds,this is the time to provide input and have a role in planning. Mayor Pearson noted that while some people may not be happy with the study results, it is important to offer a plan at this stage. MOTION: Council Member Pearson moved TO APPROVE RESOLUTION NO. 2013-24, APPROVING THE MINNESOTA DEPARTMENT OF TRANSPORTATION AGENCY AGREEMENT NO. 03330 FOR THE FEDERAL AID FUNDING FOR STATE HIGHWAY 36 SOUTH FRONTAGE ROAD STUDY Council Member Nelson seconded the motion: MOTION PASSED 4-0. Council Member Smith noted that her main concerns are safety and improving access. Also, it was noted that reducing cut-through traffic is important. Page 3 of 7 LAKE EL] O CITY COUNCIL MINUTES April 02, 2013 ITEM 10: STATE HIGHWAY 36 SOUTH FRONTAGE ROAD STUDY-AUTHORIZE MAYOR AND ADMINISTRATOR TO EXECUTE TASK ORDER NO. I FOR SRF CONSULTING SERVICES,INC.FOR TRANSPORTATION PLANNING SERVICES City Engineer Griffin explained that this was the task order for the previous item authorizing the Highway 36 Frontage Road Study. The amount of the expenses and the responsible portions was discussed and clarified. MOTION: Council Member Smith moved TO APPROVE TASK ORDER NO. 1 TO SRF CONSULTING SERVICES, INC FOR TRANSPORTATION PLANNING SERVICES FOR THE STATE HIGHWAY 36 SOUTH FRONTAGE ROAD STUDY IN AN AMOUNT NOT TO EXCEED $64,500. Council Member Bloyer seconded the motion. MOTION PASSED 4-0. ITEM 11: APPROVE FUND BALANCE/NET ASSEIS-P-O-LICY City Administrator Zuleger explained the policy and the reasoning for establishing it. It is standard for municipalities to adopt a fund balance use policy. Mr. Zuleger highlighted major sections. Driving factors for adoption include affecting bond rating and having a disciplined policy as the City moves into a stage of growth.Adoption will strengthen the internal controls surrounding the use of these funds and provide clear direction to staff on the monitoring and reporting surrounding those funds. Finance Director Bendel noted Enterprise Fund item #3(periodic rate review) as an item that Council will appreciate. MOTION: Council Member Smith moved TO APPROVE THE FUND BALANCE/NET ASSETS POLICYAS PRESENTED, Council Member Bloyer seconded the motion. MOTION PASSED 4-0. ITEM 12.APPROVE DEBT MANAGEMENT POLICY City Administrator Zuleger explained the policy and the reasoning for establishing it. Having a policy in place is important during accelerated periods of growth, as it prevents the City from over- extending itself. Mr.Zuleger highlighted the 12 policy statements emphasizing that several of the policies will have a beneficial impact on City's bond rating. 1. The City will maintain a Five-Year Capital Improvement Plan (CIP). It will be need based, not wants based; 2. The City will restrict long-term borrowing to planned capital improvements, as included in the CIP, and a limited use of short-term debt for capital outlay and acquisition. On all projects,at least 50%of the principal will be retired within 10 years; 3. The City will not use long-term debt for current operations; 4, The City will strive to maintain a "pay-as-you-go" capital funding policy, supporting capital spending without use of debt whenever feasible; 5. The City recognizes that for certain projects that the use of debt may be of overall financial benefit to the City and that all projects should be evaluated to determine whether debt financing is the appropriate choice at the time of authorization; Page 4 of 7 LADE ELMO CITY COUNCIL MINUTES April 02, 2013 6. The City will pay back debt within a period not to exceed the expected useful life of the projects,typically at or below 20 years; 7. Direct net debt not to exceed 3% of total market value of taxable property in the City; 8, The City will manage debt issuance plans and structuring of debt service to strive to maintain a total debt service levy that is less than 25% the City's total combined certified property tax levies; 9. The City will maintain good communications with bond rating agencies regarding its financial condition,including full disclosure in every report; 10. When feasible the City will use refunding mechanisms to reduce interest cost; 11. During the annual budget process, a debt study will be prepared in conjunction with the CIP to provide information about the City's planned debt structuring; 12. Refunding and advance refunding savings opportunities will be monitored, and action will be taken when determined to be financially advantageous. Prepayment of debt was explained. Council Member Nelson asked about total current debt. Mr. Zuleger stated it is currently under 15%= 14.3-4. Street/sewer/water (enterprise) debt does not impact property tax levy. The target of 25% was discussed. Mr. Zuleger explained that 25% was industry standard. It was explained that bond raters like to see no more than 25%. Recoverable charges were discussed.Alternative Urban Areawide Review (ALTAR) will require us to pass an ordinance. There will be an amount of AUAR that will not be recovered. Council Member Smith stated that the council may have been under the impression that the AUAR was going to be 100% recoverable. Mr. Griffin said the original design of the forcemain might be part of$1 million figure Council remembers. Mayor Pearson asked about the practice of saving and taxing for future benefits that may not be realized. Mr. Zuleger said it typically is not a common practice. GI'OA Industry moved from sinking fund to $25,000 threshold and 10-year useful life. MOTION: Council Member Smith moved TO APPROVE THE DEBT MANAGEMENT POLICY AS PRESENTED. Council Member Nelson seconded the motion. MOTION PASSED 4-0. ITEM 13:ADOPT 11-94 COMPREHENSIVE PLAN UPDATE Planning Director Klatt explained this was a request for Council to formally adopt the I-94 comp plan. Mr. Klatt explained the history of the development of the comp plan. The Metropolitan Council had very positive reaction. The Met Council agreed to amend the Memorandum of Understanding. Amendment will provide an additional 5 years for planning and build-out. New target date is 2015 with penalties beginning in 2016. Amendment also gave Met Council Regional Administrator authority to negotiate with city. Mr. Klatt noted that the Village Plan will be coming back to Council soon for formal adoption as well. In order to not cause any confusion, the other portions were not included. Mr. Klatt outlined the next steps will mainly involve changes to zoning map, including several holding zones. These are Page 5 of 7 LAKE ELMO CITY COUNCIL MINUTES April 02, 2013 sites that are planned to receive city services, and therefore no development will be allowed until those services are provided. Council Member Smith inquired about the number of un-sewered households. She is concerned about overshooting 24,000 target. Mr. Zuleger noted that the City plans on reducing the number to 20,000 and extending the target date to 2040. As soon as the Village Plan is approved by Met Council, those types of negotiations are planned to be started. Council Member Smith asked to be part of those negotiations. Mayor Pearson said he would insist she be included. Council Member Nelson asked about 100' buffer. It was noted that it is in conflict with the Village Plan that was recently adopted. Mr. Klatt explained that this is specifically for 1-94 and when the Village Plan is brought back,those types of changes should be made. Amending the proposed plan to allow manufacturing was discussed. Council Member Nelson expressed his desire for the addition of heavy manufacturing in order to be flexible. Mr. Klatt said that the issue can be addressed at a later point through zoning regulations to allow this in the future if desired. The Conditional Use classification was also discussed. It was noted that certain heavy manufacturing uses often poses potential nuisance issues, such as heat, glare, odor, noise, etc. Council Member Smith stated she recalls that the number of jobs was considered when manufacturing was discussed, i.e. businesses involving large machinery versus high number of workers. This may have to change with the advancement of technology. Council Member Nelson reiterated his desire to be friendly to businesses and not be overly restrictive without knowing what the next manufacturing development may include. MOTION: Council Member Smith moved TO APPROVE RESOLUTION NO, 2013-025, ADOPTING AMENDMENTS TO THE LAKE ELMO 2030 COMPREHENSIVE PLAN. Seconded by Council Member Bloyer. MOTION PASSED 4-0. SUMMARY REPORTS AND ANNOUNCEMENTS Council Member Bloyer reported stopping and speak to neighbors phone calls with residents. Wants the community to remember to be grateful for living in Lake Elmo. He hopes that future discussions are positive. Mayor Pearson reported meeting with Mr. Griffin, Mr. Zuleger, Mr. Johnson, and Mr. Klatt to discuss obtaining funding for the crosswalk on Highway 5. Council Member Smith - Lake Elmo Days committee has begun meeting to plan event. Scheduled Wheelhouse for Saturday, Ken Wanovich will be playing during the day. Event will include Battle of the Bands. September 6 & 7th. Always looking for volunteers. Explained the membership of the group; Commended Clerk Bell on the minutes - best minutes in 8 years. They were clear and concise; Also gave kudos to Alyssa McLeod for newsletter. Best newsletter she ever seen.Thanked staff for hard work. Page 6 of 7 LADE ELMO CITY COUNCIL MINUTES April 02, 2013 Council Member Nelson—no report. City Administrator Zuleger gave overview of revised workshop schedule and subject matter; delivering Minnesota Investment Fund grant to MN-DEED on Valley Cartage deal; Met with Rep. McCollum staff on ground water issues, Two properties are going to prosecution. Going to be taking a drainage tour with Planner Johnson; Working on lake issues and park issues; Working with MN Land Trust regarding Conservation Easement for Sunfish Lake Park and management plans; Park survey sub-committee is meeting. Council Member Bloyer expressed his opinion that electors had differing expectations of park use. Would like legal counsel to look at eminent domain as possible way to get land back. Council Member Smith noted the hard work done on preserving the land. She gave examples of opposing the placement of a water tower and public works building. However, she still wants the park used. She did want some active use in Area Two, and if Conservation Easement prohibits that, then it is in violation of what council intended at the time. She stated that there was supposed to be 5 acres set aside to include a skating rink, etc. It was always the intent to have the five acres used for active —would like a pavilion and picnic area. Not ever meant for area to not be used or closed off. Wants to see more people use the park. The acquisition of the land and the adoption of the easement and what options are available to alter or modify the usage was discussed. It was pointed out that amending the easement or developing a management plan were available remedies. Private and public conservation easements in the City were discussed. City Attorney Brekken reported working on property clean up action; stated he would pass on Council Member Bloyer's comments regarding Sunfish Lake Park to City Attorney Snyder. Planning Director Klatt reported upcoming Village planning workshop involving parking standards. Planning comm. looked at Village mixed use ordinance. Preliminary plat expected soon; On 4/13 at 9AM planning webinar. City Engineer Griffin reported state Highway 5 funding program from MnDOT. This is a tight deadline,but trying to make the deadline.school crosswalk. Finance Director Bendel No report. City Clerk Bell reported that"good meetings make good minutes"; attended annual municipal clerk conference in St. Cloud; conducting research on park and lake use issues; working on a liquor license transfer; noted that there was another high school student in attendance tonight. Meeting adjourned at 8:58 P.M. LAKE ELMO CITY COUNCIL ATTEST. Mike Pearson, Mayor Adam R. Bell,City Clerk Page 7 of 7 ..... LA K L_ ELMO MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 CONSENT ITEM#: 3 MOTION Consent Agenda AGENDA ITEM: Approve Disbursements in the Amount of$149,458.18 SUBMITTED BY: Cathy Bendel, Finance Director REVIEWED BY: Dean Zuleger, City Administrator SUMMARY AND ACTION REQUESTED-. As part of its Consent Agenda, the City Council is asked to approve disbursements in the amount of$149,458.18. No specific motion is needed, as this is recoimnended to be part of the overall approval of the Consent Agenda. BACKGROUND INFORMATION: The City of Lake Elmo has fiduciary authority and f resi)onsibility to conduct normal business operation. Below is a summary of current claims.to be disbursed and paid in accordance with State law and City policies and procedures. Claim # Amount Description 9,227.87 Payroll Taxes to IRS & MN Dept of Revenue 4/4/13 ACH $ 5,550.70 Payroll Retirement to PERA 4/4/13 DD4530—DD4550 S 26,653.73 Payroll Dated 4/4/13 (Direct Deposits) 1930-1945 $ 960.00 Library Card Reimbursements 4/16/1.3 39769-39816 $ 107,065.88 Accounts Payable 4/16/13 TOTAL : $ 1495458.1.8 1 STAFF REPORT: City staff has complied and reviewed the attached set of claims. All appears to be in order and consistent with City budgetary and fiscal policies and Council direction. RECOMMENDATION: It is recommended that the City Council approve as part of the Consent Agenda proposed disbursements in the amount of$149,458.18. Alternatively, the City Council does have the authority to remove this item from the Consent Agenda or a particular claim from this item and further discuss and deliberate prior to taking action. If done so,the appropriate action of the Council following such discussion would be: "Move to approve the April 16, 2013,Disbursements as Presented jand anndifredj herein." ATTACHMENTS: 1. Accounts Payable Dated 4/16/13 SUGGESTED ODDER OF BUSINESS 6faetnoved fi-oni the Con entA da): - Questions from Council to Staff............................................. Mayor Facilitates - Call for Motion...............................................................Mayor&City Council - Discussion.......................................................................Mayor& City Council - Action on Motion.................................................................... Mayor Facilitates 2 Co C p OO O O F s as in � o p o lu 3 U 3w¢ 3 40 C,d M M M M M_ M SS N N N O C g O O O p p O VN1 VN1 O Invi Sp€ r„ In In In 8E{ M V1 .a� .. 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THEr_..�1•�� cam ,-:.:-.._..._- ]-A E ELMO MAYOR AND COUNCIL COMMUNICATION DATE: April 16, 2013 CONSENT ITEM 4: 4 MOTION AGENDA ITEM: March 2013 Financial Reporting SUBMITTED BY: Cathy Bendel,Finance Director THROUGH: Dean Zuleger, City Administrator REVIEWED BY: Dean Zuleger, City Administrator SUMMARY AND ACTION REQUESTED: As part of its Consent Agenda, The City Council is asked to accept the March 2013 Financial Reporting Packet. No specific motion is needed, as this is recommended to be part of the overall approval of the Consent Agenda. BACKGROUND INFORMATION: The City of Lake Elmo has fiduciary authority and responsibility to conduct normal business operations and report the financial (unaudited) statement to the City Council. City guidelines suggest the Council be updated on a regular basis. STAFF REPORT: Attached please find a report for March reflecting the monthly detail supporting the year to date actual results and comparing those results to the 2013 Budget. As of the end of the first quarter,the actual results are within i%of budget. The most significant variances are highlighted below: Revenues: • Building Permit revenue for the month exceeded budget by 27%and for the year by 62%. As mentioned in previous months,the growth trend has continued even during the winter and 8 new homes have been applied for to date in 2013 compared to 3 homes at this same time in both 2012 and 2011. • Plan review fees continue to be strong as a result of the increased housing activity and are 48%above budget for the month and 63%above budget year to date. Expenses: Most departments are below budget for the month as all Departments continue to be very cost conscious. A few key items to note: • Workers Compensation expense hit in March but was not budgeted until later in the year. These numbers will be seen in each department based on the historical work comp rating for each job classification. • The dues and subscription expense reflected for the Mayor & Council represents the annual cost for memberships in the League of Minnesota Cities ($6,958) and the Association of Metropolitan Municipalities ($3,381). The memberships were budgeted later in the year based on when they were paid in 2012. • We were able to publish the newsletter earlier than anticipated so the expense hit in February rather than March when it was budgeted in the Communications Department budget. • Due to coordinating initial audit fieldwork earlier than last year, the initial interim billing expense for audit hit earlier than budgeted for 201.3 in the Finance Department budget. • The annual accounting software maintenance expense (Springbrook) was paid for in January but was budgeted for in March based on when it was paid in 2012. • The Planning Department has incurred expenses above the amounts budgeted for Engineering and Contract Services. All excess expenses were approved by City Council (The Theming project with Damon Farber). • As mentioned last month, the small tools and equipment account for the Fire Department includes $9,048 which was 100% reimbursed by WA County grant monies in March (for the purchase of laptop equipment for the fire vehicles). • The Building repairs and maintenance expense is over budget to date in the Fire Department due to needing to replace two heaters in Firehouse #1 which were a safety risk. • As expected as a result of the extended winter, the sand/salt and repairs and maintenance to equipment costs are above budget. Although these costs are not controllable, the Public works department did an excellent job of coordinating resources to minimize overtime. • Please note that the salary expenses are based on more accurate departmental allocations than. we had back in August when the budget was initially compiled. As a result, some departments are above budget, while others are under but overall, personnel expenses are below budget. RECOMMENDATION: It is recommended that the City Council receive the March monthly Financial Reporting Packet as part of tonight's Consent Agenda. Alternately, the City Council does have the authority to remove this item from the Consent Agenda and further discuss and review. ATTACHMENTS: 1. March Financial Reports o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 g o 0 0 0 e o 0 0 0 o c o O b 0 0 0 0 G ^^^ M M O C N M M O p pp -:T C C M o0q t- v^ (mil O C O O P G p S 0 00 M O (= 00 O M p C7 t- y O cV 0' �L"i C vi C> O C7 C O G C J G m p M 6 6 n O ' O O O C O O G p O C O O Q p 0 0 0 0 M 0 p p fS h O C ON a, O M Cr O O P O O S 0 0 0 �O G p S 0 0 0 0 P G V^ O S Cl C N C p Vv'� of � p S 0 �G O C O C O C C> Q•. h V1 h C cV h © O C? O oo C G O C. 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O C V'+ O C r l� N 1+ .10 d O to 0 0 0 v1 tn vt K: � O to O C, N 00 N V1 �7 CC�77 00 � ��4• 00 V^ C .-' r' kn 00 Q O �o N M G N t� r- O M 00 O hi ^^ ON C. o O v C C d O a; iri O O 4 ^ O O O vi kn ^J� 00 h � v-• N O C` fl) 00 N M a 0 0 0 0 ^ C ^ O N O O G O c C C, C7 o 0 0 00 O G O C O .-� P O O 110 K O eV vi o It C C C O 6 6 O h O N N ^' 00 O 00 vl W) C r C tn N N v-, O Cd C M t v1 to tD O N .--. 17 00.-r r„ et o0 M as 1p OK a L 0 L t:r tn EL W Oad 1.4 GJ N tn4.9: � ci � � c'nnu �q 3rEO C'-" ctCY. &W �i n A ® Ca .� THE CITY OF AIDE ELMO MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 CONSENT ITEM #: 5 MOTION Consent Agenda AGENDA ITEM: March Permit Report SUBMITTED BY: Rick Chase,Building Official THROUGH: Rick Chase, Building Official REVIEWED BY: Cathy Bendel, Finance Director SUMMARY AND .ACTION REQLKSTED: As part of its Consent Agenda, the City Council is asked to accept the monthly permit report. No specific motion is needed, as this is recommended to be part of the overall approval of the Consent Agenda. STAFF DEPORT. Below are the year to date key statistics for March 2013: 2013 2012 2011 Total Building permits: 32 37 45 Total Building valuation: $4,047,943 $2,213,268 $1,815,783 New homes 8 3 3 Total valuation $3,307,289 $1,685,412 $1,000,000 Avg home value $413,411 $561,804 $333,333 1 THE UTY OF A ' MO MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 CONSENT ITEM#: 6 RESOLUTION AGENDA ITEM: Production Well No. 4—Approve Plans and Specifications and Order Advertisement for Bids SUBMITTED BY: Jack Griffin,City Engineer THROUGH: Dean A. Zuleger, City Administrator REVIEWED BY: Adam Bell, City Clerk Cathy Bendel, Finance Director Mike Bouthilet, Public Works SUGGESTED ORDER OF BUSINESS fiLremoyed�r�orn the Consentl4gendo: - Questions from Council to Staff............................................................Mayor Facilitates - Public Input,if Appropriate..................................... ....Mayor Facilitates .......................... - Call for Motion..............................................................................Mayor&City Council - Discussion......................................................................................Mayor&City Council - Action on Motion...................................................................................Mayor Facilitates SUMMARY AND ACTION REOUESTED: The City Council is respectfully requested to consider approving the plans and specifications and ordering the advertisement for bids for Production Well No. 4. if removed from the consent agenda the recommended motion for this action is as follows: "Move to approve Resolution No. 2013-26,Approving the plans an vpecfflcatrons and ordering the advertisement, i7rrt bids,for Production ff"ell.No. 4." BACKGROUND AND STAFF DEPORT: Plans and Specifications have been completed for Production Well No. 4. The Engineer's opinion of probable construction cost is $421,000.The improvements include: • Construction of a municipal water supply production well capable of producing 1,250 gallons of sand free water per minute, to be located on newly acquired property near 50th Street and Lake Elmo Avenue. • A Jordan Formation well to be constructed to an approximate depth of 300 feet with a 24-inch diameter casing and open boring hole and an 18-inch welded steel casing pipe. 1 • Development and test pumping with the goal to obtain a 1,250 gallon per minute (gpm) capacity well. • Testing and chemical analytics of the water quality to determine that the water supply meets all primary safe drinking water standards, including safe standards for perflourochemicals(PFCs). • The purchase and installation of a 1,250 gpm well pump. The contract requires the well driller to return to the project site upon completion of the Pumphouse construction to install the pump and participate in project start-up. • Erosion control, cleanup and site restoration. Construction of Water Supply Well No. 4 is needed to supplement the supply capacity of the city's municipal water system in order to satisfy peak summer demands and support further expansion of the water system customer base from new growth and development. The need for Well No. 4 is documented in the City's 2030 Comprehensive Water System Plan and has been. programmed in the 2013 Capital lxnprovement Program. Test Well No. 4 was completed in February of 201.2 to confirm adequate production capacity and water quality for the proposed well site near 50th Street N and Lake Elmo Avenue. Upon the successful completion of Test well No. 4, a 1.38 Acre Site was purchased at 11250 50th Street North to locate the new Well and Pumphouse. The site includes a shared driveway with the property located directly north and contains adequate space to provide setback distances in accordance with the well criteria established by the Minnesota Department of Health. In the near fixture, the city engineer will recommend that the council authorize the preparation of plans and specifications for the construction of Pump House No. 4 to be constructed under a separate contract. A third contract will be commissioned for a new 12-inch diameter trunk connecting watermain from the well location to connect with the existing watermain near the intersection of Lake Elmo Avenue and 43rd Street N. FUNDING: Project costs for the design and construction of Production Well No. 4, Pump House No. 4 and the Lake Elmo Avenue Connecting Trunk Watermain are all incorporated into the city's $1.0 million DEED Water System Grant Agreement. It is a requirement of the DEED Grant that the city provide a match of$1.0 Million, anticipated to be funded through bond proceeds. Combined. with the Keats Trunk W"atermain Extension, the city will be constructing almost $2.6 million in water infrastructure projects. The state's obligation to fund the DEED Grant shall terminate if the entire Grant has not been disbursed by December 31,2014. RECOMMENDATION: Staff is recommending the city council approve, as part of the Consent A"Oenda, Resolution No. 2013-26, thereby approving the plans and specifications and ordering the advertisement for bids for Production Well No. 4. If removed from the consent agenda the recommended motion for this action is as follows: 2 "Move to approve Resolution No. 2013-26,Approving the planes and specifications and ordering the advertisement for bids for Productions Well Ala. 4." ATTACHMENT(S): 1. Resolution No. 2013-26 2. Project Schedule 3. Production Well No. 4 Plans and Specifications (available,for review at City Hall) 3 $C,@I���'Y OF LAKE ELMO '@��t'`vA�.'➢H Ny�gB�'�*�Og$��r 7�COUNTY ,TO N T Y STATE O ;3'$ffii�l ESOTA RESOLUTION NO. 20 3tl26 A ESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADNI'ERTISE ENT FOR BIDS FOR PRODUCTION WELL, NO. 4 WHEREAS,pursuant a resolution passed by the city council on the 5th day of February, 2013, the city engineer, together with Advanced Engineering and Environmental Services, Inc. has prepared plans and specifications for Production Well No. 4 and has presented such plans and specifications to the council for approval. NOVA', THEREFORE, BE IT RESOLVED, L Such plans and specifications, a copy of which is on file at Lake Elmo City Hall and made a part hereof, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in Finance & Commerce an advertisement forbids upon the making of such improvements under such approved plans and specifications. The advertisement shall be published for at least 21 days, shall specify the work to be done, and shall state that sealed bids provided to the City Clerk prior to the specified bid date and time and accompanied by a bid bond or cashier's check made payable to the City of Lake Elmo in an amount not less than 5% of the amount of such bid will be considered. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE SIXTEENTH DAY OF APRIL,2013. CITY OF LAKE ELMO By: Mike Pearson Mayor (Seal) ATTEST: Adam Bell City Clerk Resolution No. 2013--26 1 PROJECT SCHEDULE FOCUSENGNEERING, inc. PRODUCTION ELL NO. 4 Cara Geheren,P.E. 651.300.4261 Jack Griffin,P.E. 651.300.4264 PROJECT NO. 2013.125 Ryan Stempski,P.E. 651.300.4267 Chad Isakson,P.E. 651.300.4283 Revised April 2013 February S, 2013 Council authorizes the Preparation of plans and specifications. February 11, 2013 Project kickoff meeting. April 16, 2013 Approve Plans and Specifications and Authorize Advertisement for Contractor Bids. (estimated 8 weeks) May 16, 2013 Accept Contractor Bids May 21, 2013 Contract Award. May 24, 2013 Process and send out Contract Documents. June 7, 2013 Receipt of Contractor's Bonds/ Legal Review. June 11, 2013 Conduct Pre-construction Meeting and Issue Notice to Proceed. October, 2013 Production Well Contractor Work is substantially complete (estimated 19 weeks). November, 2013 Final Completion Date, Record As-builts; Testing Results, and Close-out Documents. THF, CITY OF LAKE . . MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 CONSENT ITEM #: 7 MOTION As part of Consent Agenda AGENDA ITEM: Adopting Amended Resolution Authorizing Limited Property Tax Abatement for 8665 Hudson Boulevard for years 2014, 2015,2016, and 2017 SUBMITTED BY: Beckie Gumatz,Program Assistant THROUGH: Dean Zuleger, City Administrator REVIEWED BY: Adam Bell, City Clerk SUGGESTED ORDER OF BUSINESS (i;'removed from tile Consent Agenda): - Introduction of Item and Report/Presentation.......................City Administrator - Questions from Council.to Staff............................................. Mayor Facilitates - Call for Motion ...............................................................Mayor&City Council - Discussion.......................................................................Mayor& City Council - Action on Motion.................................................................... Mayor Facilitates SUMMARY AND ACTION REQUESTED: As part of its Consent Agenda, the City Council is asked to approve Resolution No. 2013-27, authorizing a property tax abatement for a commercial property located in the 1-94 Corridor Planning Area(8665 Hudson Boulevard). If removed from the consent agenda the recommended motion for this action is as follows: "Move to approve Resolution No. 2013-27, Authorizing Limited proper, Tax.Abaterrrent for° 8665.Hudson Boulevard for .rear;2014, 2015, 2016, and 2017" 1 BACKt$I2C)I?ND INFOR-NIATION: On February 1.9, 2013, the City Council approved Resolution No. 2013-11, which authorized limited property tax abatement for 8665 Hudson Boulevard for years 2014,2015, 201.6 and 2017. Resolution No. 2013-27 simply changes the name of the purchasing company from "Valley Cartage" to "Norman James, LLC." Norman James, LLC is the name of the real estate holding company that is purchasing the building, while Valley Cartage, Inc. is the company who will be leasing the building. Todd Gilbert is a 50%owner of Norman James, LLC and is the sole owner of Valley Cartage, Inc. STAFF REPORT: The City of Lake Elmo has worked with Washington County to determine a total abatement figure of$40,000 over a period of 4 years to offset the artificiality of the assessment policy and free up liquidity for the creation of jobs. Washington County approved its Tax Abatement Resolution and Agreement for its part of the project on. Tuesday April 9, 2013 at its County Board Meeting. RECOMMENDATION: It is recommended that the City Council approve as part of the Consent Agenda Resolution No. 2013-27. If removed from the consent agenda the recommended motion for this action is as follows: "Move to approve Resolution No. 2013-27,A ufhoH47ing Limited Property Tax Abatement for• 8665 Hudson Boulevard for years 2014, 2015, 2016, and 2017" ATTACHMENTS: 1. Resolution No. 2013-27 if( p Ott,Agenda): SUGGESTED ORDER®.I' BUSINESS (if rerrroyed�`r^orrr the Consent - Introduction of Item and Report/Presentation....................... City Administrator - Questions from Council to Staff............................................. Mayor Facilitates - Call for Motion ...............................................................Mayor& City Council - Discussion.......................................................................Mayor& City Council - Action on Motion.................................................................... Mayor Facilitates 2 CITE' OF LAKE ELMO WASHINGTON COUNTY STATE OF NMINNESO'TA RESOLIJ TION NO. 2013-27 A RESOLUTION AUTHORIZING LIMITED PROPERTY 'TAX ABATEMENT FOR 8665 HUDSON BOULEVARD EOM VE ARS 2014, 2015, 2016,2017 WHEREAS, the City of Lake Elmo, Minnesota, under Minnesota State Statutes Chapter 272, 273 and Chapter 489, has the authority to value and assess all real property within its jurisdictional boundaries and, WHEREAS, Minnesota law authorizes political subdivisions to grant property tax abatements for economic development to encourage businesses to locate or expand to an area(Minn. Stat. §§ 469.1819-459.1816) and, WHEREAS, abatements are available for up to 15-20 years and the total abatement cannot exceed the larger of ten percent(10%) of the net tax capacity or$200,000.00 and, WHEREAS, Norman James LLC of Woodbury, MN wishes to purchase and relocate to 8665 Hudson Boulevard in the City of Lake Elmo, Minnesota creating approximately fifty (50) or more jobs providing significant compensation in the area of logistics transportation that will stimulate the local economy and, WHEREAS, the fifty(50) or more jobs include positions in the transportation logistics industry that pay between $35,000490,000 per year created by 2015 and that are subject to Minnesota state income tax and, WHEREAS, the current assessed market value of 8665 Hudson Boulevard has been placed at $2,125,500 for the last two years and the building is currently built out at approximately the 80% level and, WHEREAS, the purchase price will include non-real property assets and thus will not solely reflect the value of the improvements and land and, WHEREAS, Norman James LLC has requested a limited property tax abatement for the years 2014-2017 as well as consideration of limited property tax abatement for 2018, and WHEREAS,the City Council finds that the public benefits involved would include,but will not be limited to, general economic development, ultimately increasing the tax base, increasing the number of jobs in the area, and spurring economic activity along the 1-94 corridor and these benefits would exceed the cost of abating the City portion of property taxes for the years 2014- 2017 arising from any increase in the property value above the current assessed valuation ($2,125,200.00). 1 Resolution No. 2013-27 NOW, THEREFORE, IT IS HEREBY RESOLVED, That the City Council of the City of Lake Elmo, Minnesota, agrees to abate the increase in the city portion of property taxes paid, excluding fiscal disparities, on parcel 33.029.21.44.0037 as follows: 1. For the purpose of this agreement, "increase in the city portion of property taxes paid, excluding fiscal disparities" specifically excludes any portion of the tax attributable to the area-wide tax under M.S. § 473F from abatement. The amount of tax abatement is calculated as follows for each parcel with an increase in taxable market value for a given year: 2. a. Calculate the base year city tax for the parcel i. Multiply current year class rates by the taxable market value for taxes payable in 2012 ($2,125,200)to determine the total tax capacity. ii. Multiply the total tax capacity by the fiscal disparity percentage for the current year to determine the fiscal disparity portion of the tax capacity. iii. Subtract the fiscal disparity portion of the tax capacity from the total tax capacity to determine the local tax capacity. iv. Multiply the local tax capacity by the city tax rate for the current year to determine the base year city tax. b. Calculate the current year city tax for the parcel i. Multiply current year class rates by the taxable market value for the current year to determine the total tax capacity. ii. Multiply the total tax capacity by the fiscal disparity percentage for the current year to determine the fiscal disparity portion of the tax capacity. iii. Subtract the fiscal disparity portion of the tax capacity from the total tax capacity to determine the local tax capacity. iv. Multiply the local tax capacity by the city tax rate for the current year to determine the current year city tax. c. Subtract the base year city tax from the current year city tax to determine the change in city tax. d. The change in city tax greater than$0 is the amount of tax abatement for the year. 3. Notwithstanding any provision to the contrary, no city abatement will be granted if the total taxes due on the parcel is less than the total tax amount due for taxes payable in 2012. of$70,256. 4. The maximum duration of the abatement shall be for four years, beginning for taxes payable in 2014, except that the City Council will consider an abatement for the year 2018 if requested by the property owner. 5. The maximum annual tax abatement amount shall not exceed $10,000.00 in any year and maximum total abatement for all years for all abating parties shall not exceed $40,000.00. 2 Resolution.No. 2013-27 6. The City of Lake Elmo will make payment of the abatement to the property owner an or before July 30 of each year. No payment will be made after July 30, 2017 or after the total abatement for the four abatement years has been paid. ADOPTED BY THE LAKE EC NIO CITY COUNCIL ON THE SIXTEENTH DAY OF APRIL 20I3. CITE' OF LAKE ELMO By: Mike Pearson Mayor (Seal) ATTEST: Adam Bell City Clerk J Resolution No. 2013-27 ...,.:...........:. THF� CITY .K O m... ...vµ_..: ..: :- - MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/201 3 CONSENT ITEM#: 8 AGENDA ITEM: Special Event Permit: Wild Adventure Race Spring Sprint- Sunfish Lake Park/Lake Elmo Park Reserve SUBMITTED BY: Kyle Klatt, Director of Planning THROUGH: Dean Zuleger, City Administrator REVIEN3'ED BY: Nick Johnson, City Planner SUGGESTED ORDER OF BUSINESS: Introductionof Item........................................................................................Staff. Report/Presentation.........................................................................................Staff Questions from Council to Staff................................................Mayor Facilitates Public Input, if Appropriate....................................................... Mayor Facilitates Call for Motion..................................................................Mayor&City Council Discussion..........................................................................Mayor&City Council Action on Motion.......................................................................Mayor Facilitates SUMMARY AND ACTION RE VESTED: The City Council is being asked to approve a request from Liz DeJonge of Wild Adventure Race to conduct an orienteering/trail run within Sunfish Lake Park as part of a larger race event to be conducted within the Lake Elmo Park Reserve. The event would be conducted on Saturday, June 1 and would involve a biking, boating, and running component, with only the former element being conducted within the City park property. This event was conducted last year during the first weekend in June and Staff is not aware of any issues that arose due to the special event. PUBLIC POLICY STATEMENT Special events are allowed under City Code via a permit issued by the City Council. FISCAL IMPACT: None — all costs associated with the event will be borne by the applicant. There are no anticipated public expenses associated with the event. BACKGROUND AND STAFF REPORT: Since the planned event is almost identical to the one conducted last year,the applicant has asked that the materials attached to the previous application be included with the current request. Staff has also included the relevant review comments from last year as part of this report. 1 The applicant has completed a special event permit application foam and provided a project narrative that provides additional details about the event (submitted with last year's application). The event being proposed would be a rely-type race that requires participants to navigate a course with maps and a compass. The portions of the race that will take place in the Lake Elmo Park. Reserve will involve the use of boats and bicycles, while the portion.in Sunfish Lake Park will involve runners on foot. Since the event is an orienteering race, there will be flags placed along the relay route at various checkpoints. An example of the flags to be used is included in the application narrative. Other than the runners using the park and the flags to be placed along the route, the only other impact to Sunfish Lake Park will be the parking of bicycles in the parking lot and the gathering of event volunteers in this location to assist the participants. The event is not expected to draw spectators and will not involve the use of sound systems or other activities that could be a potential nuisance to surrounding neighbors or park users. A special event permit has been deemed necessary for this event because it will involve more than 100 participants within a 24-hour period and is a privately-sponsored event. The ordinance for Special Events also lists a series of information that must be provided or requirements that must be met in order to conduct the event,which includes the following: ® Maximum plumber of People: 200 competitors and 10 volunteers ® Sound Equipment: None 0 Sanitary Facilities: None(event starts and ends in the Park Reserve) 9 Security: The applicant is working with Washington County Parks to secure proper permits for access to the park. Volunteers will be used to monitor the bike drop area and to help monitor the crossing at Highway 5. ® Food Service: None provided at Sunfish Lake Park ® Fire Protection: None required, please see previous comments from the Fire Chief below. ® Duration of Special Event: June 1, 2012 between 8:00 a.m. and 3:00 p.m. (with two 1 additional hours for setup and teardown). Racers will be in Sunfish Lake Park between 10:00 a.m. and 2:00 p.m. a Cleanup Plan: Removal of flags and clearing of parking lot. a Waivers: None requested. 0 Insurance: To be secured within two weeks of event; example certificate submitted prior to last year's event included with application. In addition to the above requirements, the applicant has indicated that they will have EMT's on the site during the event. As part of the previous permit review one year ago the Fire Chief requested that access be maintained into the park for emergency vehicles and also, in the event that his department is called in, a point of contact that assist with any emergency. Staff will again be providing the proper contact information to the Fire Chief, and is suggesting that one of the conditions of approval include a provision that access into the park not be blocked off during any part of the event. The applicant has indicated that they obtain insurance closer to the race event, and therefore, has submitted only the form use last year as an example of the document that will be used. Staff is recommending that an additional condition of approval require the submission of proper insurance documentation at least two weeks prior to the event date. 2 RECOMMENDATION: Based upon the above background information and staff report, it is recommended that the City Council approve a Special Event Permit for Wild Adventure Race to conduct an. orienteering/trail run within'Sunfish Lake Park as part of a larger race event to be conducted within the Lake Elmo Park Reserve on June 1, 2012 with the following conditions of approval: 1. Access into Sunfish Lake Park shall not be blocked at any time during the course of the event. 2. A valid certificate of insurance meeting the requirements of Section 11.0.070 (E, 1,j) of the City Code shall be submitted at least two weeks prior to the event." ATTACHMENT(S): 1. Special Event Permit Application Form 2. Application Narrative(Submitted for previous event) 3. Example Certificate of Insurance 3 LAKE ELMO Special Event Permit Application I. Title and Brief Description of Event 1 x+u." [.��i'(1,�/T 7,.nvnl:!^ .. ��-w..r��l L� �t.4f*�.'(„i t i (/1�{11 t�G� '�Cl�m"� C�1 L..t: ,{ '3.t.+�-.n..✓' ."."� � {'." (,�,� �4.^t;,�!' } rr -4--c sLa G Q-'#" C�.C�'72.- �f •.-.. v e�J?i � — �c.�.f"fit_ . II. Applicant fnformation The applicant is responsible for answering all questions, including inquiries from media and citizens. Applicant: �rkE�s� Title: 1 Address: `l a' c � t 3 '` � - r� J 4-- 4, ,— i 2 � Business/Organization: %. Daytime Phone: 5 "`` `'"'�' Mobile Phone: 7 �r :5 - Emergency Phone: Ill. Event Timetable A. Requested day and date: 1� B. Requested Hours of Operation, from _Crn;/p.m.to r Set up beginning da-y C-r;tu dale • 4 ; time /P.«i. D. Dismantle by day and date_.Fa~.., . 1 ,time E. Anticipated number of participants: and spectators: an event is covered.The policy must also show evidence that the refauested event is not excluded i'rom insurarme hdbiiiLy. 4•. a`::"•�/ �''ra�`"�" rCl J f".�,.. 6.1... I <.T� r:,Cr�;+�:.; v-1 cfc,�._.1 !,n s v/°�._�! ''..h.;,�... `r..Gts..+�•�� r�--t.a: . ��� d : < 4 � .�, ;�.�•.,�.,,.�,4:_�._ mow..:,_� ,�'r���. 8 V. Check All Items that Apply to your Event ❑ Use of a Public Facilitynote facility): 4( y) Event participant and/or spectator parking areas (describe): �jo.tn 1•C �- — ❑ Entertainment or stage location (provide to-scale drawings); ❑ Construction or erection of temporary structures (may need permit: check with planning department); ❑ Trash containers (indicate# and locations): ; ❑l Portable toilet facilities (indicate#and locations): ; First aid facilities (indicate who is providing): "' cL ❑ Parade and/or parade floats (may need permit); ❑ Fireworks and/or pyrotechnics site (may need permit, check with the fire department); Cooking facilities, open flame, or vehicle fuels (may need permit, check with fire department); Electricity (indicate source and plan): ; ❑ Other(please describe): VI. Food, Beverages, and/or Entertainment A. if your event includes music, live entertainment, sound amplification or any other noise impact, please describe,including the intended hours of the music, sound or noise. f;. �r B. Will alcoholic beverages be served? _Yes y: No C. Name of liquor establishment: A_ _��______ 0. l "r service o alcohni outside a licensed premise, include a diagram showing the defined area of the alcohol concession service and attach a copy of your certificate of liquor liability insurance coverinz the limits or the alcohol servi area, 2 S. If the event is to occur at night, describe how you will light the event area in order to increase the safety of participants and spectators coning to and leaving the event: IX. Clean-up List ersons responsible for clean-up duties: X. Mitigation of impacts on Others Describe how you intend to mitigate the impacts of the special event on businesses, churches, neighbors, motorists, and others: r � j eA' s y^ Gt' .q��"'t`'f-a�._. t,.S r i1�i..., ..: ,:.)*...,�Z ""�' ,..t t lie; s+s .. r , j•'� ;,,,;.� .F"LQ...E^ .y 4...._i c� k r. ., ' "u.__ f �s c+��J Ex � c_� _ 2 .{✓r. �Lr /a . L' K'C, : ! E Note: Any condition w ich causes adverse impacts may be cause to revoke the Special Events Permit f Applicant Signature: _•��� Date of Application: 4 Request for Special vent Permit What: Wild Adventure Race Sprint Series Race 1 When: ', !: L o 13 Where: Sun Fish Lake Park and Lake Elmo Park Reserve Time 6:00 am to 4:00 pm (race competitors will be in the parr from approximately 10:00 am to 2:00 pro) Description: An adventure race is a team sport that requires navigating a course with maps and a compass utilizing combinations of non-motorized disciplines - on foot, bike, and in boats (canoe, kayak, or raft). It is very similar to orienteering, which has been done at Sun Fish Lake .Park in the past. In this particular event, which is designed for beginners, racers in teams of 2 will begin on bikes in Lake Elmo Park Reserve (LEPR). They will be looking for checkpoints along the way. Checkpoints are generally orange and white, lightweight orienteering flags (see image). Racers will also be doing a boat section in LEPR. These two sections could take teams up to 2 hrs to complete, thus spreading out teams quite a bit. After the bike and boat sections teams will leave LEPR by the North Entrance, cross Hwy 5, and enter Sun Fish Lake Park. Teams will then drop their bikes with volunteers in a section of the parking lot or just off the lot,near the trailhead. Teams will then go on foot to look for more checkpoints, approximately 5-10 of them. Most teams should finish in under 1 hour. Once the section is complete, teams will retrieve their bikes and head back across Hwy 5 to the finish in LEPR. The whole course should take the average team 3 hours. There may be one or two volunteer vehicles, but other than that, the only space we will be occupying is an area with the bikes. This is very flexible. With the start and finish in LEPR, there will limited impact in Sun Fish Lake Park. The Minnesota Orienteering Club held a similar event in the park several years ago. We have permission from LEPR and we are coordinating the crossing of H'AT 5 with the Washington County Sheriff's Office and MnDOT. Max People: 200 competitors plus up to 10 volunteers. The competitors will be well spread out. We will not disturb regular park visitors any more than any other trail runner would. In fact, the comment we usually receive from park managers and staff is that visitors were not even aware an event was happening in the park, Souxid EcluiDment: None Sanitary Facilities: None required, the competitors will be running on the trails for approximately 1 hour and then will head to LEPR. Security: We will have volunteers at the bike drop. Competitors will retrieve bikes after they have done the trail run and return to LEPR. Food Sej:vice: No food will be provided at Sun Fish Lake Park Fire Protection: Not applicable Clean -Up Plan: Clean up will merely mean removing 5-10 orange and white orienteering flags that will have been placed along the trails, and making sure the parking lot is clear of any possible wrappers from "energy bars" consumed by the participants.This will take no more than one hour. Waiver: NA Insurance: We carry a $1 million insurance per occurrence and provide additional insured certificates for land owners/managers. Provided is an example from a previous race of an additional insured certificate for the City of Duluth. Safe :We will have EMTs on site. Miscellaneous: Parking will not be needed (except for a volunteer vehicle or two), but bikes will be dropped in a corner of the lot. Thank you for considering our request. Please direct any questions to Rick Odgers at 612.356.1353 or via email at rici�oci�Dwildadventurerace.com. DATE(MM/DDPY ' R� CERTIMCATE OF LIABILITY INSURANCE j 5/22/2012 I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE.POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holler is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). j PRODUCER NAMCI'EaCT Meg Carruthers 'M,cKay Insurance Agency, Inc. PHONE (64I)842-2135 IAA%C No:(a41)828-2013 106 East Maim Street AoE•tAoAILRa=ss:mCsrruthers@mckayinsagency:cam P 0 Box 151 INSUREWS)AFFORDING COVERAGE I NAIC s lKnoxville IA 50138 1NSURER A,Lexington, insurance Campany 19437 INSURED Silent Sports Association AR Series INSURER B! ---- Wild Adventure Race, LLC INSURER c: I 8839 Tyler Street NE INSUFMRD: � INSURER E Blaine Mid 55434 INSURERF: - COVERAGES CERTIFICATE NUMBER:.CL125222767.6 REVISION NUMBER: THIS IS':`0 CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH.RESPECT TO WHICH THIS 4 CERTfFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, I EXCLUSfONS AND CONDITIONS OF SUCH POLICIES.LIMITS,SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM. _ (NSF; AODL SUBR -�—I POLICY EFF I POLICY EXP LTR r TYPE-OF INSURANCE I POLICY NUMBER M7 Y Mw0D/YYYY E LIMITS GENERAL LIABILITY EACH OCCURRENCE 5 1,000.,000 j X COMMERCIAL GENERAL LIASILITY I i btISLS rccurrenrol 3 100,000 �.A CLAIMS-MADE ;OCCUR $ 1 5472463 i /2/2fl1Z /3/201x MEDEXP�Anyonepesortl Excluded i X Includes Athletic j j i i PERSONAL&ADV INIURY a 1,000r000 Participants ! ! GENERAL AGGREGATE s 2,000,0001 IiN'LAGGREGATE LIMB APPLIES PER, ? I PRODUCTS-COMPIOP AGG?S 2,000,000 77 POLICY PRO- i X LCC^. III AUTOMOBILE LIABILITY r COMSFNED SINGLE LIMIT ANY AUTOj BODILY INJURY(PM person; 3 j ALL OWNED 1 i SCHEDULED ! ! I AUTOS AUTOS BODILY INJURY(Per acciderlL)i$ , �? I NON-OWNED •PROPERTY DAMAGE T HIRED AUTOS AUTOS I tPer accnient) Is !_UMBRELLA LIAB• : ., 1OCCUR G Y300A $ EXCESS LIAB �y.CL.41ivF5-in4A0Ei I AGGREGATE i 5 1,000,000 DEC `RETENTIONS 194724163 16/2/2012 6/3/2012 N+C S7'A7L+• WORKERS COMPENSATION IOTHly - ANO EMPLOYERS°LIABILITY YIN; ? - 4 ER—•---•`•----- III I ANY PROPRIETOWPARTNERIEXECUTIVE Y-'/N 1 j �.I-."EAOR ACCIDENT�___.— OFFICEPJVEMBER EXCLUDED•+ r N/A. (Mandatory --- rn NH) E.L.DISEASE-CA EMPLOYEd S i if yes,descnhe under fIf J DESCRIPTION OF OPERATIONS CCiGW E:L.DISEASE•POLICY LIMIT ( I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD fiat,Additional Remarks Schedule,It more space is required) Spring Sprint 3-Hour Adventure Race: June 2, 2012. Certificate holder is an additional insured but only { -with respect to liability arising out of the operations of the above named insured. "This policy is (issued, pursuant to Iowa Code section 515.141, by a nonadmitted company in Iowa and as such is not covered by the Iowa Insurance Guaranty Association." I 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE f THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Washington County ACCORDANCE WITH THE POLICY PROVISIONS. l 1515 Keats Avenue N Lake Elmo, MN 55042 AUTHORIZED REPRESENTATIVE 1 Scott Ziller/MEG ACORD 25(2010/05) t=r 19€18-2010 ACORD CORPORATION. All rights reserved, irilSf)751Pntnnstnti TF,a nrnRrs n���>�.+Inns arc r n.crGsrarl.,n wr M Ar^r)pr) -r1.....I�- Crr l- OF MAYOR.AND COUNCIL COMMUNICATION DATE: 04/16/2013 REGULAR ITEM#: 9 RESOLUTION AGENDA ITEM: Speak Your Peace—Resolution Adopting the 9 Tools of Civility as Principles of Conduct SUBMITTED BY: Alyssa MacLeod, Taxpayer Relations and Communications Coordinator THROUGH: Dean Zuleger, City Administrator REVIEWED BY: Dean Zuleger, City Administrator SUGGESTED ORDER OF BUSINESS: - Introduction of Item........................................................................................Staff - Report/Presentation.........................................................................................Staff - Questions from Council to Staff................................................ Mayor Facilitates - Public Input, if Appropriate....................................................... Mayor Facilitates - Call for Motion..................................................................Mayor & City Council - Discussion..........................................................................Mayor& City Council - Action on Motion....................................................................... Mayor Facilitates SUMMARY AND ACTION REQUESTED: As part of Lake Elmo's Speak Your Peace Civility Project, the City Council is respectfully requested to consider approving Resolution No. 2013-28, to incorporate the nine tools of civility as the foundational principles of conducting the business of the council. Staff recommends the City Council approve Resolution No. 2013-28, with the following motion: "Move to approve Resolution No. 2013-28 adopting the nine tools of civility" BACKGROUND AND STAFF REPORT. Speak Your Peace is a campaign focused on improving civil discourse through raising awareness of nine tools of civility (basic principles of respect). The nine tools of civility are Pay attention; Listen; Be inclusive; Do not gossip; Show respect; Be agreeable; Apologize; Give constructive criticism; and Take responsibility. The original Speak Your Peace Civility Project was founded in 2003 in the Duluth Superior area. The City of Lake Elmo is adopting the project, starting with the nine tools of civility, to increase and improve civic engagement within the community, and cultivate a local governing environment that is conducive to effective and informed decision making. The campaign will be led by City staff and council, in collaboration with other community leaders. 1 RECOMMENDATION: Staff recommends the City Council approve Resolution No. 2013-28 to adopt the nine tools of civility as part of the Lake Elmo Speak Your Peace campaign,with the following motion.: "Move to approve Resolution No. 2013-28 adopting the nine tools of civility," ATTACHMENT: 1. Resolution No. 2013-28 2 CITY OF LADE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2013-28 A RESOLUTION ACCEPTING THE NINE RULES OF CIVILITY WHEREAS,the residents of the city of Lake Elmo place a high value on respect and civility in their Iives and they understand that these characteristics are essential to any healthy community; and WHEREAS,the Lake Elmo City Council supports opportunities for civil discourse and discussion in the community and at City Hall; and WHEREAS,the city council sometimes addresses controversial issues about which people often feel passionately,which at times leads to uncivil behavior; and WHEREAS, an atmosphere of incivility and disrespect can have a damaging effect on the proceedings,on the quality of debate,and on the practice of democracy itself; NOW,THEREFORE,BE IT RESOLVED,that the Lake Elmo City Council recognizes nine tools of civility that will provide increased opportunities for civil discourse in order to find positive resolutions to the issues that face our city. These tools include: (a)Pay attention; (b)Listen; (c)Be inclusive; (d)Do not gossip; (e) Show respect; (f)Be agreeable; (g)Apologize; (h)Give constructive criticism; (i)Take responsibility. BE IT FURTHER RESOLVED,that the Lake Elmo City Council shall promote the use and adherence of these tools in conducting the business of the council. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE SIXTEENTH DAY OF APRIL, 2013. CITY OF LAKE ELMO By: Mike Pearson (Seal) Mayor ATTEST: Adam Bell City Clerk 1 Resolution No. 2013-28 _:._.. �- _} LMO MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 REGULAR ITEM##: 10 MOTION AGENDA ITEM: Consider Approval of a New Off-Sale Intoxicating Liquor License for Lake Elmo Wine Company Located at 3511 Lake Elmo Avenue North. SUBMITTED BY: Adam Bell, City Clerk THROUGH: Dean Zuleger,City Administrator REVIENVED B"Y': Beckie Gumatz,Program Assistant SUGGESTED ORDER OF BUSINESS: - Introduction of Item........................................................................................City Clerk - Questions from Council to Staff, if any...............................................Mayor Facilitates - Public Hearing.....................................................................................Mayor Facilitates - Call for Motion............................................................................Mayor&City Council - Discussion, if any........................................................................Mayor& City Council - Action on Motion................................................................................Mayor Facilitates SUMMARY & ,'ACTION RE01?ESTED: It is respectfully requested that the City Council approve a new Off-Sale Intoxicating Liquor License for Lake Elmo Wine Company, located at 3511 Lake Elmo Avenue North by applicant Calvin Wilkens, 5 Grand LLC. Following the required public hearing, staff recommends Council approve the application by taking the following action: "A love to approve a new ®f f-sale Intoxicating Liquor L cen e,for Lake Elmo Rine Company at 3511 Lake Elmo Ave. North to Calvin 141710ens, 5 Grand, LLC.,pendin approval by the f,Vashin ton County Sheriff."' BACKGROUND & STAFF REPORT: The City previously has granted, and renewed every year since, an Off Sale Intoxicating Liquor License for Lake Elmo Wine Company at the same location to Kim Ommerborn, the current owner of Lake Elmo Wine Co. For personal reasons, Ms. Ommerborn is selling the business to Calvin Wilkens,owner of 5 Grand, LLC. Mr. Wilkens is asking that the Off-Sale License be transferred to his company. He is retaining the assumed name Lake Elmo Wine Company and plans to continue to operate the shop as is. The City has received the completed application, associated fees, and proof of insurance. Approval by the Washington County Sheriff is still pending. 1 RECOMMENDATION: As the application is in order, staff respectfully recommends that the City Council approve a new Off-Sale Intoxicating Liquor License for Lake Elmo Wine Company by taking the following action: "Move to approve a nefo, Off.Sale Intoxicating Liquor License for Lake Elmo Nine Company at 3511 Lake Elmo Ave. Narth to Calvin Nrlkens, 5 Grand, LLC.,pending approval by the Washington County Sherrff" ATTACDMENT(S): None(a copy of the Application is on file for review) 2 TPI t=_�r't c>X.. LA K __.,I MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 CONSENT ITEM#: 11 RESOLUTION AGENDA ITEM: Minnesota Investment Fund Application for Valley Cartage Group, Inc. - Resolution Authorizing City of Lake Elmo to Apply for MIF dollars SUBMITTED BY: Beckie Gumatz, Program Assistant THROUGH: Dean Zuleger,City Administrator RENJEWED BY: Adam Bell, City Clerk SUGGESTED ORDER OF BUSINESS: - Introduction of Item.................................................................................... Staff - Report/Presentation.................................................................. Staff - Questions from Council to Staff............................................... Mayor Facilitates - Public Input, if Appropriate....................................................... Mayor Facilitates - Cali for Motion.................................................................. Mayor&City Council - Discussion......................................................................... Mayor&City Council - Action on Motion...................................................................... Mayor Facilitates SUMMARY AND ACTION REQUESTED: The Lake Elmo City Council will be asked to approve a Resolution allowing the City of Lake Elmo to apply for a forgivable loan from the Minnesota Investment Fund on behalf of Valley Cartage Group, Inc. Staff recommends Council approve the Resolution by taking the following action: "Move to approve Resolution No. 2013-29,Author•iz.irrg an.3pplication to the State of Minnesota Financing Program,sam, the Minnesota Investment Fund, in the.-Jrrroaarrt o f up to S 00,000_fsar Valley Cartage Group, Inc.91 I 1 BACKGROUND INFORMATION: The Minnesota Investment Fund provides financing to help add new workers and retain high- quality jobs on a statewide basis. The focus is on industrial, manufacturing, and technology- related industries to increase the local and state tax base and improve economic vitality statewide. Funds are awarded to local units of government who provide loans to assist expanding businesses. Cities, counties, townships, and recognized Indian tribal governments are eligible for this fund. All projects must meet minimum criteria for private investment, number of jobs created or retained, and wages paid. There is a maximum of $500,000 per project. Only one award per state fiscal year may be provided to a government unit. At least 50 percent of total project costs must be privately financed through owner equity and other lending sources. Valley Cartage Group, Inc., a Wisconsin based company, will occupy the first floor of a building located at 8665 Hudson Boulevard in Lake Elmo, Minnesota for the purpose of expanding their transportation and logistics company. The facility will be used as a corporate headquarters and the office of the sales and logistics components of a full-service transportation company. It is expected that up to 50 new jobs will be created in the state of Minnesota. The jobs are expected to generate an.annual payroll of$2.5 million and have an estimated impact of$12 million on the local economy. The range of average annual earnings per job is expected to be $30,000492,000, with an average of approximately $50,000. The building will be owned by a real estate holding company, Norman James LLC, a Minnesota Limited Liability Company and leased to Valley Cartage Group, Inc. STAFF REPORT: The Minnesota Investment Fund is a great tool used by cities to aid in business and economic development. It helps provide incentives for companies outside of Minnesota to locate in our state. The loans are attractive to businesses because they are offered up front and can be used to offset capital expenditures — often equipment purchases. Over the last 8 years, the program has funded 53 projects, creating thousands of new, good-paying jobs across Minnesota. The City of Lake Elmo and Washington County have also passed Resolutions allowing property tax abatement for the property owned by Norman James, LLC (8665 Hudson Boulevard), in order to incentivize Valley Cartage Group, Inc. to expand its business into Minnesota. In addition to the money from the Minnesota Investment Fund and the property tax abatement, City staff has taken the lead and worked closely with Governor Dayton, our legislative representatives, MnDEED, Washington County, Greater MSP, and Xcel to put together an economic development package that will also include job training funds and energy credits which have further enticed Valley Cartage Group, Inc. to expand into Minnesota. 2 RECONI-N ENt3ATION: Base(] on the preceding information,the staff recommends the following- "Move to approve Resolution No. 2013-29,Authorizing an Application to tine State of Minnesota Financing Program, the Minnesota Investment Fund, in the Amount of lip to S500,000 jor Palley Cartage Croup, Inc." ATTACHMENTS: 1. Resolution No. 2013-29 i 3 CITE' OF LA , ELaMO WASHING TON ON COUNTY STATE OF MINNESOTA SOLUTION NO. 2013-29 RESOLUTION AUTHORIZING AN APPLICATION TO THE STATE OF MINNESOTA FINANCING PROGRAM, THE MINNESOT.A INVESTMENT FUND, IN THE AMOUNT OF UP TO $500,000 FOR.VALLEY CARTAGE GROUP INC. BE IT RESOLVED that the City of Lake Elmo act as the legal sponsor for project(s) contained in the Local Government Information Form to be submitted on or about April 17, 2013, and that Beckie Gumatz and Dean Zuleger are hereby authorized to apply to the Department of Employment and Economic Development for funding of this project on behalf of the City of Lake Elmo. BE IT FURTHER RESOLVED that the City of Lake Elmo has the legal authority to apply for financial assistance, and the institutional, managerial, and financial capability to ensure adequate construction,operation,maintenance and replacement of the proposed project for its design life. BE IT FURTHER RESOLVED that the City of Lake Elmo has not incurred any costs and has not entered into any written agreements to purchase property. BE IT FURTHER RESOLVED that the City of Lake Elmo has not violated any Federal, State, or local laws pertaining to fraud, bribery, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice. BE IT FURTHER RESOLVED that upon approval of its application by the state, the City of Lake Elmo may enter into an agreement with the State of Minnesota for the above-referenced project(s), and that the City of Lake Elmo certifies that it will comply with all applicable laws and regulations as stated in all contract agreements and described on the Compliance Section. of the Local Government Information Form. AS APPLICABLE, BE IT FURTHER RESOLVED that the City of Lake Elmo has obtained credit reports and credit infonnation from Valley Cartage Group Inc. and Jeffrey Buelow, its CFO/CIO. Upon review by the City of Lake Elmo and Applicant's Legal Counsel, no adverse findings or concerns regarding, but not limited to, tax liens,judgments, court actions, and filings with state, federal and other regulatory agencies were identified. Failure to disclose any such adverse information could result in revocation or other legal action. 1 Resolution No. 2013-29 NOW, THEREFORE BE IT RESOLVED that Beckie Gumatz and Dean Zuleger, or their successors in office, are hereby authorized to execute such agreements, and amendments thereto, as are necessary to implement the project(s)on behalf of the applicant. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE SIXTEENTH DAY OF APRIL 2013. CITY Y OF LAKE ELMO By: Mike Pearson Mayor (Seal) ATTEST: Adam Bell City Clerk 2 Resolution No. 2013-29 .............. THE CITY OF LAKE KE ELMO MA YOR & COUNCII COMMUNICA TION ............ DATE: 041116/2013 REGULAR ITEM #. 1.2 MOTION. AGENDA ITEM: Ordinance No.08-074 Amending 97-21 Watercraft and Water Surface Regulations, 97.22 Winter Lake Use Regulations and 97.23 Prohibited Structures and Uses SUBMITTED BY: Dean Zuleger, City Administrator at the request of Council Member Park & Council.Member Bloyer THROUGH: Mayor Michael Pearson REVIEWED BY: Dean Zulcger,City Administrator S1'iG(-d,'STED ORDER OF BUSINESS: - Introduction of Item..............................................................City Administrator - Report/Presentation................................................City Administrator - Questions from Council to.Staff..............................................Mayor Facilitates - Public Comment............................................. ...................Mavor Facilitates - Call for Motion................................... ..........................Mayor&City Council - Discussion..........................................................................Mayor&City Council - Action on Motion............................. ................. ....................Mayor Facilitates SUMMARY AND ACTION REQELSTED- To approve amendments to City Ordinances regulating watercraft regulations (ss, 97.21), winter lake use regulations (ss 97.22) and prohibited structures and uses (ss 97.23). The amendments (attached) strive to expand the use of Lake Elmo lakes (Lake Elmo, Olson Lake, Lake Demontreville, Lake Jane) within cur-rent baseline MNIDNR lake rules that apply to over 11,835 lakes across the State. Language that will not be changed include the establishment of an Ordinary High. Water mark (OHIN) that will prohibit wake creating activities if exceeded on Olson Lake and Lake Demontreville and the maintenance of a no wake, buoy marked channel between Olson Lake and Lake Demontreville. BACKGROUND INFORMATION: As a follow-up to ordinance changes approved in July 201.2, (2) members of the City Council have requested further modifications that would eliminate wake creating time restrictions on all --page I -- City Council Meeting April 16,2013 lakes, counter-clockwise travel on lakes when creating wakes, and certain other local lake use regulations that are more restrictive than MNDNR standards currently applied on over. 11,835 lakes in the State of Minnesota. STAFF REPORT: During the summer of 2011 & winter of 2012, staff worked with the MNDNR to craft an ordinance that would meet with all party's approval. Specifically, MNDNR did not want to specify a specific elevation level for no wake imposition on Lake Olson and Lake Demontreville and they wished to make the City Code consistent with MN Statute 86 — governing motorized water craft operation. After several months of MNDNR review and text changes, staff brought a draft ordinance to the City Council for their review on June 5, 2012. At this time several lake shore residents expressed their dislike for the draft as they felt that the statutory norming that took place defeated the intent and purpose of the ordinance. It was agreed that the City Administrator and members of the Tri-Lakes association would meet with MNDNR officials to discuss specific concerns about lake elevation levels and a.provision of state statutes that creates a slow,no wake speed for personal watercraft within 150 feet of shoreline. A delegation from Lake Elmo consisting of Mayor Dean Johnston, Administrator Dean Zuleger, Tri-Lakes President Justin Bloyer and Lake Olson Association President Roger Johnson met with MNDNR's Kim Elverum, Boat.&Water Safety Coordinator, to broker a compromise and clarify whether MN Statute 86 had preemption over local ordinances. At this meeting, it was agreed that if MNDNR technical staff agreed to the specific lake level definition of 929.7, the ordinance passed in July 2011 could stand permanently. The City Administrator spoke with MDNR. technical staff(Schodeen) who had no objections to a pre-determined ordinary high water mark of 929.7(MSL). In the meeting with Elverum, it was noted that the MN Statute 86B.313 ("the 150' rule") is specifically directed at personal water craft. —jet skis, water bikes, et al — and not traditional motorboats. This statute did preempt local ordinances for safety purposes. Appropriate changes were made to the ordinance and were reviewed by Mr. Roger Johnson, Mr. Justin Bloyer and Mayor Dean Johnson for approval prior to final drafting. In July of 2012, the City of Lake Elmo and affected land owners residing on the shores of Lake Olson, Lake Demontreville and Lake Jane crafted an amendment to current city code that would regulate the use of three lakes in the area known as the Tri-Lake area of the City of Lake Elmo. After considerable debate,the parties reached a consensus on three main areas: 1. A slow, no wake speed condition be set if the lake level of 929.7 feet above sea level is exceeded for five consecutive days for Lake Olson and Lake Demontreville; 2. Motorboat operation that causes wake may be allowed on Lake Jane between 9:00 AM and sunset; 3. Motorboat races, tournaments et al are allowed only as specifically authorized by State Statutes and Rules, the Washington County Sheriff, and City Council. Notice shall be provided to the City Council. 3 2 City Council Meeting April 16,2013 The City Council adopted these changes in July 2012,but the issue has been fraught with anxiety and high emotion as lakeshore owners wrestle with the important issues regarding, what is essentially, their backyard. Efforts over the years to determine the appropriate wake related use (especially time restrictions) have resulted in neighborhood surveys, long deliberations by the respective homeowner's associations, a degree of personal invective, and exploration of additional changes that include but are not limited to eliminating wake on the lakes altogether. In the March of 2013, two City Council Members requested that the City's current lake use ordinances be modified yet again to create an expansion of use allowed under MNDNR statutes for the purpose of more hours for wake creation a better ability to enforce proper use, and to allow additional time for lakeshore owners to use their"backyard"before the lakes are congested via use by the general public. The request came late at the March 5t City Council Meeting. Since the request and at the time of this writing, City staff has received 27 (out of 290 affected property owners)phone calls, emails, letters and personal visits from lakeshore owners regarding the issue. 17 responses were from Olson Lake / Lake Demontreville owners - where 10 responses were against any change and 8 responses were for the change. In addition, the Olson Lake and Lake Demontreville Homeowner's Association took a formal Board of Directors vote at their April 11,2013 sprung meeting that resulted in a 7-5 vote to not change the current ordinance. The largest land owner (albeit not a property tax payer) the Jesuit Retreat/ Cannelite Monastery has also sent 2 pieces of correspondence stating their opposition to the current proposed changes mainly due to privacy/trespass concerns related to the solitary nature of their operations. A 2011 survey of these two lakes revealed that 70% of lake owners fundamentally support a noon time restriction — although. the validity of the survey has been routinely questioned. The results of this survey may be presented at the Council Meeting. 5 responses were from Lake Jane land owners where the 9 AM change has been in effect for one use season. 4 were in favor of the proposed ordinance and I was opposed out of a concern for the loon population on the lake. 3 responses came from Lake Elmo, all in favor of the changes. One response came from a non-Lake Elmo resident (Stillwater fisherman). The total tally for the proposed change (via response to City- Hall) was 15 for the change and I I against the change with 90% from Olson Lake and Lake Demontreville. An infor natiohal flyer, site l ac el ool gosh were di trib�ited t :. all affected landowner. on r0 10t j ►1 ; that �nh Traduce. ore ,res W se that gill be presente `. t the April 15i' G�ty Cope erg. The'fr..ue :.a wn - �`alignm�et�',:`#hat 1s `hgll � isater rety and have fed some itta beher :that the curry#undinane. .ppt al P rc'vcd .. .... :::..::: ... 7. g . .....::.... . orcliuce. vou�ld :eag, fake use nn � eat.:wi tie general :guielines of e MN1 NP, This word will be clarified at the meeting. i City Council Meeting April 16,2013 KEY ISSUES: During the course of the preliminary public comment on the proposed amendment five policy key issues have been identified: 1. Increased wake creating public access to the lakes will make it difficult for lake shore owners to enjoy peace and quiet,especially on the weekends; 2. Current wake restrictions make it difficult for lake shore owners to safely use the lake for their own activities due to the compressed usage time and competition from the general public for lake use; 3. Longer periods of unrestricted, wake creating, lake usage will increase the probability of the introduction of invasive species to Lake Elmo lakes; 4. The two varied time restrictions of wake creation create an enforceability problem from.Washington County law enforcement; 5. Increased wake may compound shore land erosion problems. In addition, a few ancillary issues have been identified that include property trespass, boat ramp access/ abuse and operating while intoxicated. The specifics of these issues will be discussed with Washington County Sheriff's Department. From an economic /property value standpoint several land owners have expressed concern that the time restrictions will make it difficult for them to sell their homes — this has been confirmed by a discussion with two realtors who specialize in lake home sales in the metro areas. The point was amplified by two Olson Lake residents who expressed disappointment in the fact that they did not know of the restrictions when purchasing their homes and would not have done so, if they had known the restrictions. RELATIONSHIPS: There is one point of commonality in the ongoing lake use debate and that is the basic fact that lake shore property owners are weary of the ongoing discussion which causes division and. anxiety. Parties on both side of the debate have expressed some regret that issue has been brought up again and simply desire peace in their neighborhoods. RECOMMENDATION: Based upon the background information, a review of key issues, discussion with past & present MNDNR staff, discussion with lake shore owners, and a policy of property use equity, the staff recommends that the City of Lake Elmo City Council: 1 Motion: Approve Ordinance 08-074, to amend 97.21 of the Cite Code regulating watercraft and water surface regulations. 97.22 winter lake use regulations and 97.23 (I.) prohibited structures and uses as presented. f ATTAC H NIENTS: Ordinance 08-074 4 City of Lake Elmo Ordinance 08-074 (proposed) ...... ........ Amepded to Read As Fo1i §97.21 WATERCRAFT AND WATER SURFACE USE REGULATIONS. The following regulations shall apply to the use of watercraft on lakes entirely within the city limits,to the use of a lake entirely within the city limits, and to the use of ice surfaces on lakes entirely within the city limits. (A) Hours of operation. (1) Normal conditions. No person shall operate any motorboat at a speed greater than a slow,no-wake speed as defined by M.S. § 86B.005 between sunset and sunrise the following day. (2) High water conditions. No person shall operate any motorboat at greater than a slow, no-wake speed as defined by M.S. § 8613.005 whenever the lake level of Lakes Olson and Demontreville is above 929.7 feet above sea level (MSL) for five consecutive days. This restriction will remain in effect until the water level drops below 929.7 feet, and remains there for five consecutive days. (B) I Operating regulations. No person shall operate any watercraft in violation of the provisions of this code,or in violation of the provisions of M.S. Chapter 86B or Minnesota Boat and Water Safety Rules(6110.0100-6110.2300)which statutes and rules are hereby adopted and incorporated herein. In the event of a conflict between the various city and state regulations,the more restrictive regulation shall apply. (C) Permanent "slow-no wake:areas. The channels and narrows between Lake Olson and Lake Demontreville are hereby designated as permanent`slow-no wake"areas and appropriate signs or buoys meeting the specifications found in Minn.Rules 61.1.0.1.500 shall be posted. (Am. Ord. 97-150,passed 3-1-2005;Ain. Ord. 08-014,passed 5-19-2009;Am. Ord. 08-050, passed 7-19-2011;Am.Ord. 08-50, passed 1.1-1-2011;Am. Ord. 2012-58,passed 7-17- 2012) penalty. see 10.99 Reel A x §97.22 WINTER LAKE USE REULATIONS (A) Clean-up. Ice house owners are responsible for clean-up of trash within 25 feet of the house. (B) Ice fishing holes. No person shall leave holes in the lake larger than I foot in diameter unless the holes are visibly marked for day and night. (C) Fires. No person shall have an open fire on the ice surface of a lake. (1997 Code, § 1380.04) Penalty. see 10.99 e m' iO ;_,' opt fii utiraEs$u�€m� < s i�c k rii�ttrc�ra� (A) Lake Lqe6pj�je. shall bepFeNidedteihe�;,4y with the, .f F other-eens:a, As ifWpess or-egfess to a lake; For-w4er--4 effifil 1; Fer-any afwjllar-ywater-or-i.ee related use. �C—e e-§ �Yl. �1 I,rtct"x; Of4i. -20 t 2 :4 pagsed 7 17 2012 . ..........1. UTY F1, LAKE EL MO ...................... MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 REGULAR ITEM#: 13 ORDINANCE AGENDA ITEM: Adoption of Revised Zoning Map SUBMITTED BY: Kyle Klatt,Director of Planning THROUGH: Dean Zuleger, City Administrator REVIEWED BY: Planning Commission Nick Johnson,City Planner SUGGESTED ORDER OF BUSINESS: - Introduction of Item.................................................................................... Staff - Report/Presentation....................................................................... Staff - Questions from Council to Staff...............................................Mayor Facilitates - Public Input, if Appropriate.......................................................Mayor Facilitates - Call for Motion.................................................................. Mayor&City Council - Discussion......................................................................... Mayor&City Council - Action on Motion...................................................................... Mayor Facilitates PUBLIC POLICY STATEMENT The Lake Elmo Zoning Map must be updated to be in compliance with the recently adopted Comprehensive Plan amendment for the 1-94 Corridor. SUMMARY AND ACTION REQUESTED: The City Council is being asked to adopt a revised Zoning Map for the City that incorporates the new Zoning Districts that have been approved as part of the Council's ongoing work to update the Zoning Ordinance. The proposed map incorporates all of the newly created zoning districts,but also leaves some of the existing categories in tact pending future amendments. Staff will be bringing forward ftnther amendments to the Map once the Village Land Use Plan has been formally adopted by the City Council. Staff recommends the City Council adopt a revised Zoning Map for the City of Lake Elmo and take the following action/with the following motion: "Move to adopt Ordinance 08-075 amending Chapter 154 of the 04, Code by adopting a new official Zoning District Map BACKGROUND AND STAFF REPORT: The Zoning Map serves as the key piece of the City's zoning regulations since it is the official document that designates the zoning district for any given property in the community. The zoning map also serves as the primary mechanism for implementing the Comprehensive Plan for the City, and this map is required to be consistent with the Comprehensive Plan in accordance with State Statutes. With the recent adoption of the revised land use plan for the 1-94 Corridor, Staff is recommending that the City Council 1 consider revisions to the Zoning Map to align the map with the updated plan. In addition, the City has adopted several amendments to the Zoning Ordinance,including several new or amended zoning districts that should also be reflected on the snap. Because the City is working on incremental updates to the Zoning Ordinance (as opposed to a complete overhaul of the entire ordinance at one time), the Zoning Map will also need to be amended in. stages as this work progresses. The next major update to the map will incorporate the Village Land Use Plan, at which point the remaining rural districts should also be revised to remain consistent with the updated Comprehensive Plan. Please note that because some of the City's existing districts, including the GB General Business District and R2 — Two Family Residential District have not yet been rescinded, these districts still are included on the Zoning Map. Should the City move forward with the Village Mixed Use Zoning,the GB district will no longer be used as a land use category either in the Zoning Ordinance or on the map. Staff is also still waiting the determine the most appropriate zoning for the existing R2 district until after the Village land use plan is adopted. Additionally, Staff is still researching the most appropriate manner in which to zone the parcels that have been identified as "in-holding"parcels for the Lake Elmo Park Reserve. There are several parcels in the southwest portion of the park that are guided for park purposes, and that are planned for future acquisition by the County for the expansion of the park. The other significant changes to the map as proposed are noted as follows: • All existing holding zones have been eliminated from the map and replaced with. the RT Rural Transition zoning district,with the exception of: o Three parcels immediately east of the Eagle Point Business Park that have been zoned C Commercial. o The Cimarron Manufactured Home Park, which has been zoned MDR (a manufactured home park is allowed as a conditional use in this zone). o The parcels that make up the Brookman Addition north of 39th Street in the Village and the parcels that comprise the old lumber yard along the railroad right-of-way. These parcels retain their GB zoning since they represent existing platted lots with the Village planning area. o The small commercial parcel within Cimmaron at the intersection of 10th Street and Lake Elmo Avenue that is zoned CC Convenience Commercial. The R-1 Single Family Residential District is now called the RS—Rural Single Family District. ® A parcel at the intersection of 55th Street and Keats Avenue was zoned A Agriculture. Staff has previously found documentation that this parcel should be zoned RE Residential Estates similar to the other parcels in the Lake Elmo Vista Subdivision. ® The property east of Lake Jane that was at one time considered for a public works building has been changed back to RR Rural Residential. ® The property on which the Holiday gas station is located at the intersection of Highway 5 and Manning Avenue has been changed from HB Highway Business to CC Convenience Commercial. 2 • The Zoning Map now includes a revised municipal boundary that incorporates the northeast area detachment. The resulting parcel boundary includes a small parcel that retains the previous A Agriculture zoning in this area. • Parcels that were zoned Limited Business have been changed to LC Neighborhood Office/Limited Commercial. • The LDR,HDR,and VMX districts are listed as new districts,but do not yet show up on the map. Staff is recommending that the zoning within the future sewer service areas be addressed at the time subdivisions or other developments are proposed. As an alternative,the City may elect to rezone parcels in conjunction with public projects that extend sewer and water services into these areas. Staff will continue to revisit the "Zoning Map as future text amendments are considered by the Council, and will also be bringing back further amendments to the map later this summer after the Village land use plan has been formally adopted by the City. PLANNING COMMISSION REPORT: The Planning Commission conducted a public hearing on the proposed Zoning Map amendment at its April 8, 2013 meeting. There were no public comments received concerning the map revisions, and the Commission unanimously recommended approval of the map as presented. RECOMMENDATION: Based upon the above background information, Staff report and Planning Commission recommendation, it is recommended that the City Council adopt the revised Zoning Map with the following motion: "Move to adopt Ordinance 08-075 amending Chapter 154 of the City Code by adopting a new official Zoning District Map" ATTACIIHE TtSI: 1. Ordinance 08-075 2. Exhibit"A"—Lake Elmo Zoning Map 3 CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA ORDINANCE NO. 08-075 AN ORDINANCE AMENDING CHAPTER 154 OF THE LAKE ELMO CITY CODE OF ORDINANCES BY ADOPTIONG A NEW OFFICIAL ZONING DISTRICT MAP SECTION 1. The Zoning Map of the City of Lake Elmo established by the City Code, Section 154.351 is amended by deleting the existing Lake Elmo Zoning Map and adopting a new official Zoning Map which is attached and incorporated herein as Exhibit "A". SECTION 2. Effective Date. This ordinance shalt become effective immediately upon adoption and publication in the official newspaper of the City of Lake Elmo. SECTION 3. Adoption Date. This Ordinance 08-075 was adopted on this 16 th day of April, 2013, by a vote of — Ayes and Nays. LAKE ELMO CITY COUNCIL Mike Pearson, Mayor A "TEST; Adam B0, City Clerk This Ordinance 08-075 was published on the — day of 2013. Lake (Elmo Zoning Map - Draft 4/16/'13 ,._ .f k s .. l •` .° .- ..,, 1 . i ... 9 1 '_`y [ • • f, .. � y t t ` �..Srt t � { - .. till .s ttitlt 1§t'§t•. t r 4 " � t..•u. � II' •f \9995a , .t�-t9i1Wi^ '9 E .;' .•, i 1lJ9�.. ~.d .. f,�8 w •.- ,� a � ` 9!t' _• _.- I.�i.I�~P,P as a ^• '� "• i 9 "� ti , � ,-t i��a Oa _. .. „• ., a 'r ... r � •. ISM":•„ r .•' ^�� •+ ... � t j�00. `!,,I / 'll Pfe a0•' % a'` 1•� /... .,. "., .. 4�,f "`•-� a • " Sit MW ^ � � •! k ItuGi itf i,aw•.S. w � ., S l' I .' 1 1 _ •" .y 3•` ! t;. Sin: �} p u:d... "d"!w p.l _, 1 , ._.. 1 ... - , .•% a dAl ( 1 t .+ flit ..,. t .... ••1 3 .r{J., 'l IF ldt ' M w t •''/EI ! � �t81s:ltl1•'tt y.ifl ! '"? it 'l(rlr' a,:- ��: "t � - _ .� /8t -1 SO t `"TS «. `;t �.,. ,,,,llf(l.lt�'• °' _ ,aa� I I 9 r^. - - �'�40aa �=VIt aA-* ! ... _•cts�,lt?l4lk a � _.�,I' - _- -___,.1 .• .., ti -. •Y S t i ! ' �! tl ' ' '.,•Reif �d W; atpa` 4-z"- ,.7 Data Disclaimer: ks: 0".Aw This map Is not a boundary '1!survey and is not intendetl �to be used as such. The Ff MA ' cityof Lake Elmo assumes1 6 `no liability for thecompleteness of this map or — m,1 responsibility for any t— .- assoaated direct, indirect, I l I Sf—�,'t y ^• or consequential damages that may result from its use -1 -- t, / _;;•- E I,If:''•'. s or misuse. — ~-I t Map Updated April 2013 1( 1 1 } i' i I lit 1 � . Legend Zoning Districts General Watershed Districts ® A OP HDR CC I✓ RT Mnnc.oPn n fn.fl.'aEZooJlnn,nn� P•'' Village Area Browns Creek g RR R2-PUD- BP LC �� PF r_ THE CITY OF — Lakes South Washington RE LDR C - ! LC-PUD LAKE ELMO Lake Elmo Boundary Q Valley Branch Shoreland District Boundary RS MDR GB VMX THE CITY C)F MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 REGULAR ITEM#: 14 MOTION AGENDA ITEM: Zoning Text Amendment—Tree Preservation Ordinance SUBMITTED BY: Nick Johnson,City Planner THROUGH: Dean Zuleger,City Administrator REVIEWED BY: Planning Commission Kyle Klatt,Planning Director SUGGESTED ORDER OF BUSINESS: - Introduction of Item.................................................................................... Staff - Report/Presentation.......................................................................Staff - Questions from Council to Staff................................................Mayor Facilitates - Public Input,if Appropriate.......................................................Mayor Facilitates - Call for Motion.................................................................. Mayor&City Council - Discussion.........................................................................Mayor&City Council - Action on Motion......................................................................Mayor Facilitates SUMMARY AND ACTION REQUESTED: The City Council is asked to consider a Zoning Text Amendment to adopt a.Tree Preservation Ordinance as part of Article 6 —Environmental Performance Standards. The City Code currently does not contain any requirements related to tree preservation within development and grading activities. This Zoning Text Amendment is part of the ongoing effort to improve the Lake Elmo Zoning Code in preparation of future growth and development activity in Lake Elmo. The Planning Commission recommends the City Council approve Ordinance 08-076 through the following motion: "Move to approve Ordinance 08-076, establishing standards for tree preservation within development and grading activities" In addition, Staff recommends that the City Council approve Resolution No. 2013-30, authorizing summary publication of Ordinance 08-076, through the,following motion: "Move to approve Resolution No. 2013-30,authorizing summary publication o 'Ordinance 08-076." BACKGROUND AND STAFF REPORT: In preparation of upcoming development activity in the community, Staff is working on a project intended to make incremental improvements to the Lake Elmo Zoning Code. While working on this project, Staff identified tree preservation or protection measures as an area of Zoning Code improvement. Ordinances related to tree preservation are common among communities in the Twin Cities Metropolitan Area. In fact,Lake Ehuo is one of few communities researched by Staff that does not employ provisions related to tree preservation or protection. There are a number of reasons that cities engage in tree 1 preservation, including, but not limited. to, 1) increasing and maintaining property values; 2) protecting privacy by maintaining natural buffers between land uses; 3) promoting sound storm water practices; 4) reducing soil erosion and sedimentation; 5) improved air quality; and 6) maintaining tree and wildlife habitat to the best extent possible. While tree removal is a necessary part of land development and major grading activity, it the goal of tree preservation or protection measures to minimize or mitigate significant tree removal. The Planning Commission has done significant work as part of working through the Tree Preservation Ordinance. Staff originally presented an ordinance aimed at tree preservation on March 11,2013. At the meeting, the Planning Commission requested that additional research be conducted by Staff to identify the best approach to tree preservation. At the workshop on March. 25, Staff presented findings from various ordinances around the twin cities (outlined in attachment #3), and the Planning Commission identified the City of Woodbury's ordinance to be the most complete and effective. As directed by the Planning Commission, Staff prepared the proposed Tree Preservation Ordinance based upon the approach employed in Woodbury. After presenting the ordinance at the meeting on April 8, 2013, the Planning Commission unanimously recommended approval with some minor refinements. The proposed Tree Preservation Ordinance (§154.257) is applicable to all development, subdivision and major grading activity,and.includes the following key features: • As part of the activities mentioned above, applicants are required to submit a Tree Preservation Plan. This most often occurs at the Preliminary Plat stage of land subdivision. • As part of the Tree Preservation Plan, applicants are allowed to remove 30%of the total diameter inches of significant trees on the site without triggering tree replacement. Significant trees are defined with the ordinance according to tree type (common, coniferous/evergreen or deciduous hardwood). • If tree replacement is required, the applicant must follow the Tree Replacement Schedule, which calls for the following levels of replacement: o Common tree replacement: %of the diameter inches removed to be replaced. a Coniferous tree replacement: %z of the diameter inches removed to be replaced. o Deciduous hardwood tree replacement: �/z of the diameter inches removed to be replaced. Through the levels of tree replacement, as well as the methodology to tally tree removal, the ordinance places a priority or preference towards hardwood. deciduous trees, and secondarily coniferous trees. • The ordinance outlines various procedural elements related to compliance of the Tree Preservation Plan, as well protective measures to be employed to ensure performance. • The ordinance includes a permitting requirement for the removal of specimen trees (healthy trees above 30" of diameter breast height in size) in urban district. The reason for this is two-fold: 1) in urban districts with more density,the removal of such large trees can often pose a risk of safety and property damage to adjacent properties; and 2) in higher density districts, tree loss of that magnitude has a greater impact of amenity loss,warranting some replacement. • Finally, the ordinance acknowledges the possibility where tree preservation goals may conflict with other City objectives. Therefore, the ordinance allows for exceptions to be granted as long as certain circumstances are met. When comparing the proposed ordinance to other preservation and protection. ordinances, it is less onerous or restrictive than other ordinances in the Twin Cities Metropolitan Area. For example,the tree replacement schedule in Medina, another developing community in the Metro, is a 1:1 replacement of diameter inches of significant trees removed. This is significantly higher than what is required in the proposed ordinance. In addition,other communities often have lower thresholds for allowed tree removal before tree replacement is required. Also, it should be noted that tree replacement in cases of commercial properties do count towards landscaping requirements. This allowance is related to the greater need of impervious surface for commercial properties. Other communities that were reviewed,with the exception 2 of Woodbury,do not count tree replacement towards landscaping requirements. For further comparisons, please reference the comparison chart in attachment#3. Finally,making use of a similar preservation approach that is utilized in Woodbury offers two benefits: 1) utilizing a similar strategy or approach offers applicants the benefit of continuity and working from an established standard; 2) The fact that this approach is utilized in. Woodbury demonstrates that the procedure and requirements have not been a hindrance to development activity. It should.be noted that the proposed ordinance and Woodbury's ordinance do include some minor differences,including: • Woodbury's replacement schedule includes lower amounts of replacement for common('/g replacement) and coniferous (1/4 replacement)trees. However, given how tree removals are tallied in both ordinances, it is less likely that connnon and coniferous trees will be replaced than deciduous hardwood trees. Both ordinances place a higher priority on hardwood deciduous trees. • Woodbury's ordinance includes provisions for non-developing properties. Given the rural nature of the Lake Elmo community, Staff recommends to leave non-developing properties out of tree preservation requirements. It is the goal of the Tree Preservation Ordinance to minimize and mitigate tree loss during development and grading activities. Measures related to tree preservation .and protection have become established practice in development activity in the Twin cities Metropolitan Area and beyond. Given that Lake Elmo is a Tree City USA (I I'h year) and has excellent natural resources, some form of tree preservation. or protection is recommended in advance of future development activity. RECOMMENDATION: The Planning Commission recommends the City Council approve Ordinance 08-076 through the following motion: "Move to approve Ordinance 08-076,establishing standards for tree preservation within development and grading activities" In addition, Staff recommends that the City Council approve Resolution No. 20.13-30, authorizing summary publication of Ordinance 08-076, through the following motion: "Move to approve Resolution No. 2013-30,authorizing summary publication of Ordinance 08-076," ATTACHMENT(S): 1. Ordinance 08-076 2. Resolution No. 2013-30 3. Tree Preservation Ordinance Comparison Chart 3 CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA ORDINANCE NO. 08-076 AN ORDINANCE AMENDING THE LAKE ELMO CITY CODE OF ORDINANCES BY ADOPTING TREE PRESERVATION STANDARDS FOR ALL DEVELOPMENT AND MAJOR GRADING ACTIVITIES. SECTION 1. The City Council of the City of Lake Elmo hereby amends Title XV: Land Usage; Chapter 154: Zoning Code, by adding the following language: ARTICLE 6. ENVIRONMENTAL PERFORMACE STANDARDS §154.250 Purpose 5154.257 Tree Preservation §154.250 Purpose The purpose of this section is to provide regulations of general applicability for property throughout the City that are intended to protect or enhance natural resources and processes, and minimize conflicts among land uses. §154.257 Tree Preservation A. Purpose. Within the city of Lake Elmo, trees and woodlands are considered a valuable asset to the community. The City places a priority on protecting this asset and finds that it is in the best interest to regulate the development and alteration of wooded areas within the community. All builders, developers and subdividers shall comply with all the provisions in the Zoning Code which address the preservation of existing significant trees. All builders, developers and subdividers are encouraged to preserve all healthy trees of significant value even if the trees do not meet the size requirements to be considered significant trees. B. Definitions. The following words, terms and phrases, when used in this section, shall have the meanings ascribed to them in this subsection, except where the context clearly indicates a different meaning: Common Tree. Includes Ash, Aspen, Basswood, Sox Elder, Catalpa, Cottonwood, Elm, Hackberry, Locust, Poplar, Silver Maple, Willow and any other tree not defined as a hardwood deciduous tree or a coniferous/evergreen tree. Coniferous/Evergreen Tree. A wood plant, which, at maturity, is at least twelve (12) feet or more in height, having foliage on the outermost portion of the branches year-round. Tamaracks are included as a coniferous tree species. Critical Root Zone (CRZ). An imaginary circle surrounding the tree trunk with a radius distance of one (1) foot per one (1) inch of tree diameter. E.g. a twenty-inch diameter has a critical root zone with a radius of twenty (20) feet. Deciduous Hardwood Tree. Includes Birch, Cherry, Hickory, Ironwood, Hard Maples, Oak and Walnut. 1 Diameter Breast Height (DBH). The diameter of trees at breast height, measured 4 '/z feet (54 inches) above the ground. Drip Line. The farthest distance away from the trunk of a tree that rain or dew wilt fall directly to the ground from the leaves or the branches of the tree. Nuisance Tree. (1) Any living or standing tree or part thereof infected to any degree with a shade tree disease or shade tree pest; (2) Any logs, stumps, branches, firewood or other part of dead or dying tree(s) infected with a shade tree disease or shade tree pest unless property treated; and (3) Any standing dead trees or limbs which may threaten human health or property. Shade Tree Disease. Dutch elm disease (Ophiostoma ulmi or Ophiostoma novo-ulmi), oak wilt (Ceratocystis fagacearum) or any other tree disease of epidemic nature. Significant Tree. A healthy tree measuring a minimum of six (6) inches in diameter for hardwood deciduous trees, eight (8) inches in diameter for coniferous/evergreen trees, or twelve (12) inches in diameter for common trees, as defined herein. Specimen Tree. A healthy tree measuring equal to or greater than thirty (30) inches in diameter breast height. Tree Preservation Alan. A plan prepared by a certified forester or landscape architect indicating all of the significant trees in the proposed development or parcel. The Tree Preservation Plan includes a tree inventory which includes the size, species and location of all significant trees proposed to be saved and removed on the area of development, and the measures proposed to protect the significant trees to be saved. C. Tree Preservation Standards for Developing Properties 1. Applicability. a. A Tree Preservation Plan shall be submitted and approved for the following activities: i. New Development in Any Zoning District. A Tree Preservation Plan shall be required as part of any development or subdivision application. ii. Any grading or excavation project that result in the movement of greater than 400 cubic yards of material per acre of site per 5151.017. b. A Tree Preservation Plan is not required for the following activities: i. This section does not apply to the issuance of a development approval for a single- family residence on an existing platted lot of record. ii. This section does not apply to the harvesting of trees. For purposes of this section, "harvesting" means cutting or clearing trees for purposes relating to forestry operations, as defined in 5154.012. "Harvesting" does not include the clearing of land for the purposes of development, even where the trees are sold for purposes of creating lumber for related purposes. 2. Tree Preservation Plan. All applicants shall submit a tree preservation plan prepared by a certified forester or landscape architect in accordance with the provisions of this section. During the review of an application for a building permit, grading permit or Preliminary Plat, the tree preservation plan will be reviewed according to the best layout to preserve significant trees and the efforts of the subdivider to mitigate damage to significant trees. 3. Tree Preservation Plan Requirements. The Tree Preservation Plan shalt be a separate plan sheet(s) that includes the following information: a. The name(s), certification(s), telephone number(s) and address(es) of the person(s) responsible for tree preservation during the course of the development project. 2 b. Tree Inventory. The Tree Preservation Plan must include a Tree Inventory through one of the following methods: i. Tree inventory Individual. An individual inventory including an identification system linked to metal field tags located four and one-half (4.5) feet from grade on all significant trees. The quantity, size species, health and location of all significant trees must be identified on a plan sheet in both graphic and tabular form. ii. Tree Inventory Sampling. In cases of sites with large tracts of significant trees, the City may approve the use of a sampling inventory for all or portions of a site as an alternative to an individual inventory. The sampling inventory must include the methodology for sampling, identification ribbon around the perimeter of the sampling areas, and metal field tags located four and one-half (4.5) feet from grade on all significant trees in the sampling area. Within the sampling area, the quantity, size, species, health and location of all significant trees must be identified on a plan sheet in both graphic and tabular form. Based on sampling, total estimates and locations of healthy significant trees shall be provided. iii. Tree Inventory Combination. With the approval of the City, sites that include both large tracts of significant trees and areas of individual significant trees may utilize a combination of the individual and sampling inventory methods. c. Trees that were planted as part of a commercial business such as a tree farm or nursery do not need to be inventoried on an individual tree basis. A general description of the trees and an outer boundary of the planted area must be provided. The burden of proof shall be on the applicant to provide evidence to support the finding that the trees were planted as part of a commercial business. d. A listing of healthy significant trees inventoried in subsection (b) above. Dead, diseased or dying trees do not need to be included in the totals. e. A listing of the healthy significant trees removed, identified by the metal field tag or some other form of identification used in the tree inventory in subsection (b) above. f. A listing of the healthy significant trees to remain, identified by the metal field tag or some other form of identification used in the tree inventory in subsection (b) above. g. Outer boundary of all contiguous wooded areas, with a general description of trees not meeting the significant tree size threshold. h. Locations of the proposed buildings, structures, or impervious surfaces. i. Delineation of all areas to be graded and limits of land disturbance. j. Identification of all significant trees proposed to be removed within the construction area. These significant trees should be identified in both graphic and tabular form. k. Measures to protect significant trees. t. Size, species, number and location of all replacement trees proposed to be planted on the property in accordance with the Mitigation Plan, if necessary. m. Signature of the person(s) preparing the plan. 4. implementation. All sites shalt be staked, as depicted in the approved Tree Preservation Plan, and the required tree protection fencing shalt be installed around the critical root zone before land disturbance is to commence. The City shall inspect the construction site prior to the beginning of the land disturbance to ensure that protective fencing and other protective measures are in place. No encroachment, Land disturbance, 3 trenching, filling, compaction, or change in soil chemistry shalt occur within the fenced areas protecting the critical root zone of the trees to be saved. 5. Allowable Tree Removal. Up to thirty (30) percent of the diameter inches of significant trees on any parcel of land being developed may be removed without replacement requirements. Replacement according to the Tree Replacement Schedule is required when removal exceeds more than thirty (30) percent of the total significant tree diameter inches. The following types of trees do not need to be included as part of the tally of tree removals: a. Dead, diseased or dying trees; b. Trees that are transplanted from the site to another appropriate area within the city; c. Trees that were planted as part of a commercial business, such as a tree farm or nursery; or d. Trees that were planted by the current property owner. In making such a determination, the City shalt consider consistency of the age of the trees, any patterns in the location of trees, historical aerial photography and evidence of intentional planting such as invoices, formal planting plans or cost sharing agreements. 6. Mitigation Plan. a. in any development or grading project where the allowable tree removal is exceeded, the applicant shall mitigate the tree loss by either: i. Planting replacement trees in appropriate areas within the development in accordance with the Tree Replacement Schedule; ii. Planting replacement trees on City property under the direction of the Public Works Superintendent; or iii. Some combination of above subsections (i) and (ii) to total the equivalent number of replacement trees to meet the Mitigation Plan. b. The form of mitigation to be provided by the applicant shall be determined by the City. c. The planting of trees for mitigation on residential projects shalt be in addition to any other landscape requirements of the City. d. All trees, with the exception of ornamental trees, planted as landscaping on commercial or mixed-use projects may be counted towards tree replacement requirements. 7. Tree Replacement Calculations. Thirty (30) percent of the total diameter inches of significant trees on the site may be removed without replacement. The allowable thirty (30) percent removal is first credited to the common trees removed, then the conifers, and lastly the hardwood species. The following calculation procedure must be used to determine tree replacement requirements: a. Tatty the total number of diameter inches of significant trees on the site. b. Calculate thirty (30) percent of the total diameter inches of significant trees on the site. This is the allowable tree removal limit, or the number of inches that can be removed without replacement. c. Tally the total diameter inches of common trees that will be removed and subtract this number from the allowable tree removal limit. 4 d. If there are any allowable inches left, tatty the total diameter inches of conifer/evergreen tree species that wit[ be removed and subtract this number from the remaining allowable inches. e. If there are any allowable inches left, tally the total diameter inches of hardwood deciduous tree species that will be removed and subtract this number from the remaining allowable inches. f. If at any point in the above calculation procedure (a-e) the number of inches to be removed exceeds the thirty (30) percent allowable removal limit, the remaining inches of removal above the allowable limit must be replaced according to the Tree Replacement Schedule in subsection B. 8. Tree Replacement Schedule. Tree removals over the allowable tree removal limit on the parcel shall be replaced according to the following schedule: a. Common tree species shall be replaced with new trees at a rate of one-fourth ('/4) the diameter inches removed. b. Coniferous/evergreen tree species shall be replaced with new coniferous or evergreen trees at a rate of one-half ('/2) the diameter inches removed. Since coniferous species are often sold by height rather than diameter inch, the following conversion formula can be used: Height of Replacement Coniferous Tree/2= Diameter Inches of Credit. c. Hardwood deciduous tree species shalt be replaced with new hardwood deciduous trees at a rate of one-half ('/Z) the diameter inches removed. d. Replacement Tree Size. Replacement trees must be a minimum of one (1) inch in diameter. 9. Species Requirement. The City must approve all species used for tree replacement. Ornamental trees are not acceptable for use as replacement trees. Where ten or more replacement trees are required, not more than thirty (30) percent of the replacement trees shalt be of the same species of tree. Native species are encouraged, and hardiness and salt tolerance should be considered where applicable. 10. Warranty Requirement. Any replacement tree which is not alive or healthy, as determined by the City, or which subsequently dies due to construction activity within two (2) years after the date of project closure shalt be removed by the applicant and replaced with a new healthy tree meeting the same minimum size requirements within eight (8) months of removal. 11. Protective Measures. The Tree Preservation Plan shall identify and require the following measures to be utilized to protect significant trees planned for preservation: a. Installation of snow fencing or polyethylene Laminate safety netting placed at the drip line or at the perimeter of the critical root zone, whichever is greater, of significant trees, specimen trees and significant woodlands to be preserved. No grade change, construction activity, or storage of materials shall occur within this fenced in area. b. Identification of any oak trees requiring pruning between April 15 and July 1. Any oak trees so pruned shall be required to have any cut areas sealed with an appropriate nontoxic tree wound sealant. c. Prevention of change in soil chemistry due to concrete washout and leakage or spillage of toxic materials, such as fuels or paints. d. Removal of any nuisance trees located in areas to be preserved. 5 12. Compliance with the Tree Preservation Plan. The applicant shalt implement the Tree Preservation Plan prior to and during any construction. The tree protection measures shall remain in place until all land disturbance and construction activity is terminated or until a request to remove the tree protection measures is made to, and approved by, the City. a. No significant trees shall be removed until a tree preservation plan is approved and except in accordance with the approved Tree Preservation Plan. b. The City shalt have the right to inspect the development and/or building site in order to determine compliance with the approved Tree Preservation Plan. The City shall determine whether the Tree Preservation Plan has been met. c. Irreparable Damage. Where the City determines that irreparable damage has occurred to a healthy significant tree that is designated to be preserved as part of the Tree Preservation Plan, the tree shalt be removed and replaced, and protective fencing shall be provided. D. Specimen Trees. The removal of any specimen trees on a property located in any of the urban zoning districts shall require a special permit and be subject to the Tree Replacement Schedule for the purpose of mitigating great tree toss. E. Financial Security. In cases where mitigation or tree replacement is required, the City may require that a financial security, in a form acceptable to the City, be provided as part of a development agreement or applicable permit to ensure compliance and performance of the Mitigation Plan. The financial security will be released to the applicant upon verification by the City that the Mitigation Plan was followed, and that all replacement trees are planted and in a reasonable state of health. The financial security may be used to replace any replacement trees that have become damaged or diseased after planting. F. Exceptions 1. Exception Standards. Notwithstanding the City's desire to accomplish tree preservation and protection goals, there may be instances where these goals are in conflict with other City objectives. These conflicts will most likely occur on small, heavily-wooded parcels. At the discretion of the City Council, exceptions may be granted if all of the following conditions exist: a. The subject parcel is five (5) acres in size or less; b. It is not feasible to combine the subject parcel with adjacent parcels that could use the parcel as required green space; c. Strict adherence to the Tree Preservation Ordinance would prevent reasonable development that is consistent with the Comprehensive Plan and desirable to the City on the parcel; and d. The exception requested is the minimum needed to accomplish the desired development. 2. Reduced Mitigation for Exceptions. If an exception is granted, relief from the requirements of the ordinance may take the form of reduced mitigation requirements, greater allowable tree removal, higher thresholds for determining significant trees, or any combination of the above. The City Council will determine which form of relief best balances the objectives of the City and tree preservation. SECTION 20 Effective ®ate® This ordinance shall become effective immediately upon adoption and publication in the official newspaper of the City of Lake Elmo. 6 SECTION 3. Adoption Date. This Ordinance 08-076 was adopted on this sixteenth day of April 2013, by a vote of Ayes and — Nays. LAKE EL MO CITY COUNCIL Mike Pearson, Mayor ATTEST: Adam Bell, City Cierk This Ordinance 08-076 was published on the — day of 2013. CITE' OF LAKE ELMO COUNT' OF WASHINGTON STATE OF MINNESOTA RESOLUTION NO. 2013-030 RESOLUTION AUTHORIZING PUBLICATION OF ORDINANCE 08-076 BY TITLE AND SUMMARY WHEREAS, the City Council of the City of Lake Elmo has adopted Ordinance No. 08-076,an ordinance to the City's regulations pertaining to Off-Street Parking and Loading; and WHEREAS,the ordinance is lengthy; and WHEREAS,Minnesota Statutes,section 412.191,subd.4,allows publication by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS,the City Council believes that the following summary would clearly inform the public of the intent and effect of the ordinance. NOW,THEREFORE,BE IT RESOLVED by the City Council of the City of Lake Elmo, that the City Clerk shall cause the following summary of Ordinance No. 08-076 to be published in the official newspaper in lieu of the entire ordinance: Public Notice The City Council of the City of Lake Elmo has adopted Ordinance No. 08-076, which requires certain measures of tree preservation within development and major grading activities, including the following: ® Property owners or applicants engaging in development, subdivision or major grading activities must submit a Tree Preservation Plan; ® Property owners or applicants are allowed to remove up to 30%of the diameter inches of significant trees without requiring tree replacement. ® When tree replacement is required, property owners or applicants must follow the Tree Replacement Schedule to calculate the required amount of replacement trees. The full text of Ordinance No. 08-076 is available for inspection at Lake Elmo city hall during regular business hours. 1 Resolution No. 2013-30 BE IT FURTHER RESOLVED by the City Council of the City of Lake Elmo that the City Administrator keep a copy of the ordinance at City Hall for public inspection and that a full copy of the ordinance be placed in a,public location within the City. Dated: April 16,2013. Mayor Mike Pearson ATTEST: Adam Bell,City Clerk (SEAL) The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon,the following voted in favor thereof: and the following voted against same: Whereupon said resolution was declared duly passed and adopted. 2 Resolution No. 2013-30 y � f C � I O 'U O O a a a) O Qj V Y k a) c u,o z3 :, a E 6�i Q. w c- urs ; 'C7 a) O 0 O d: O O� w U Qy O i v u O i C iw 7a IV :3 Z3 00 ro e U Iq Li sn •x a+ � � p 00 0 6 O 7 u at a tx a� as m a, 3 a �s m as ro vl V)LU VJ: w LL m m cis w w Ti QJ5 OS al y cn O c CS» i�ys L C ate! . N :. O �. � E w; z •E III �. E ; w Ln w aJ a o a o a a o L 1 � 0 o �� o a`aa �� C. io sn; y.. 0 e ' o, v v 0 I cr p) al ` 7-, aj G1 r '.J a, U rL ago Y -0 w w � w w La "73 O M ++ Q}. YF N w a) a) a) w v3 �: y a1 tU L aJ as a� U` C cn ur � N CD r Q U Q U Z c w N C i C Q N N t A M1S Q p o U 2 —' i U Q! 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E F-:�,LMO MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 REGULAR ITEM 4: 15 MOTION AGENDA ITEM: Zoning Text Amendment--Off-Street Parking and Loading SUBTNI ITTED BY: Nick Johnson,City Planner THROUGH: Dean Zuleger,City Administrator REVIEWED BY: Planning Commission Kyle Klatt, Planning Director SUGGESTED ORDER OF BUSINESS: - Introduction of Item.................................................................................................. Staff - Report/Presentation.................................................................................... Staff - Questions from Council to Staff............................................................Mayor Facilitates - Public Input,if Appropriate...................................................................Mayor Facilitates - Call for Motion.............................................................................. Mayor&City Council - Discussion......................................................................................Mayor&City Council - Action on Motion...................................................................................Mayor Facilitates SUMMARY AND ACTION REQUESTED: The City Council is asked to consider a Zoning Text Amendment, establishing standards for off-street parking and loading for all use classifications in Lake Elmo. The existing provisions related to off-street parking only address parking requirements for a limited number of use classifications in four specific zoning districts. This Zoning Text Amendment is part of the ongoing effort to reorganize and improve the Lake Elmo Zoning Code in preparation of future sewered growth. The Planning Commission recommends the City Council approve Ordinance 08-077 through the following motion: "Move to approve Ordinance 08-077,establishing off-street parking and loading requirements for all use classification in.the Lake Elmo Zoning Code" In addition, Staff recommends that the City Council approve Resolution No. 2013-31, authorizing summary publication of Ordinance 08-077, through the following motion: "Move to approve Resolution No. 2013-31,authorizing summary publication of Ordinance 08-077.99 BACKGROUND AND STAFF REPORT: Staff is currently working on a large project aimed at incrementally reorganizing and improving the Lake Elmo Zoning Code in preparation of upcoming growth. This project began with the adoption of the urban residential and commercial zoning districts in August of 2012, As Staff has worked to improve the Zoning Code, existing ordinances have been evaluated in terms of effectiveness and organization. In this 3 spirit, Staff evaluated the existing off-street parking regulations and found the standards to be incomplete and poorly organized. With the onset of future development, it is important to have clear and effective parking regulations, particularly for uses that have greater parking needs, such as commercial and high density residential development. In order to organize the off-street parking requirements in a sensible manner, Staff is proposing to set parking levels based upon use classification as opposed to zoning district. Use classifications are land use types, such as single family detached or restaurant, and can be found in§154.012 of the Lake Elmo City Code. Therefore,these use classifications become the basis for the amount of off-street.parking required in Lake Elmo,regardless of the zoning district. The Planning Commission reviewed the proposed Off-Street Parking and Loading Ordinance at a workshop meeting on March 25, 2013. At this meeting, the Planning Commission made some recommendations related to minor adjustment of the ordinance. Staff responded to this request by making minor refinements. After an initial review, the Planning Commission held a public hearing on the proposed ordinance on. April 8, 2013. No one spoke in favor or against the ordinance at the public hearing.The Planning Commission unanimously recommended the propose ordinance for approval. The Off-Street Parking and Loading Ordinance is intended to establish parking requirements for all use classifications in Lake Elmo. This is a departure from the current approach of establishing parking requirements for a limited number of use classifications within 4 zoning districts: General Business, Highway Business, Convenience Business and Limited Business. Not only are these zoning districts obsolete with the recent amendments made to the Comprehensive Plan,but not all use classifications are addressed within these standards. The proposed Off-Street Parking and Loading Ordinance is intended to remedy these deficiencies. In addition to standards related to location, maintenance and design of parking areas, the proposed parking ordinance(§154.210) establishes dimensional standards for all parking types in Table 5-1. These dimensional standards address parallel parking, angled (45°) parking, 60' parking and head-in. (90°) parking. Moving forward, the ordinance establishes quantifiable parking requirements in Table 5-2. Next, the ordinance also includes provisions for off-street loading (§154.211). The Zoning Code does have existing provisions related to off-street loading, but does not include a requirement related to the number of loading births per the size of the facility. This ordinance remedies this gap by including a requirement pertaining to the number of loading birth, which is important in larger facilities that could be located in the Commercial (C) or Business Park (BP) districts. Finally, Staff is proposing to organize these standards under Article 5, General Regulations. These are zoning requirements that apply to land use across all zoning districts. As part of this effort, Staff suggests striking all of the existing language pertaining to off-street parking and loading,outlined in Ordinance 08-077. RECOMMENDATION: The Planning Commission recommends the City Council approve Ordinance 08-077 through the following motion: "Move to approve Ordinance 08-077, establishing off-street parking and loading requirements for all use classification in the Lake Elmo Zoning Code" In addition, Staff recommends that the City Council approve Resolution No. 2013-31, authorizing summary publication of Ordinance 08-077, through the,following motion: "Move to approve Resolution No. 2013-31,authorizing summary publication of Ordinance 08-077." ATTACHMEIVT(S): 1. Ordinance 08-077 2. Resolution No.2013-31 2 CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA ORDINANCE NO. 08-077 AN ORDINANCE AMENDING THE LAKE ELMO CITY CODE OF ORDINANCES BY ADOPTING NEW OFF-STREET PARKING AND LOADING REGULATIONS FOR ALL USE CLASSIFICATIONS IN THE LAKE ELMO ZONING CODE SECTION 1. The City Council of the City of Lake Elmo hereby amends Title XV: Land Usage; Chapter 154: Zoning Code, by repealing City Code Sections 154.095 through 154.096 in their entirety. SECTION 2. The City Council of the City of Lake Elmo hereby amends Title XV: Land Usage; Chapter 154: Zoning Code; Section 051 by removing the following language: Off-Street Parking. (Also See§5 154.095 and 154.096) The off-street parking requirements for properties located in the Old Village District and south of Minnesota Highway 5 may be waived by the Zoning Administrator upon demonstration that there are no suitable Locations to provide off-street parking in a manner that complies with requirements found below and in SS 154.095 and 15.4...Q.�6. Eating and Drinking Places One space for every 2 seats and I space for every 2 employees on the average maximum shift Automobile Service Stations Three spaces for each enclosed bay plus I space for each day shift employee plus a minimum of 2 spaces for service vehicles and I additional space for each service vehicle over 2 in number Retail Stores or Centers Eleven spaces for the first 1,000 square feet of gross floor area or fraction of floor area: 8 spaces for each 1,000 square feet of gross floor area in excess of 1,000 square feet, but not exceeding 15,000 square feet; 6 spaces for each 1,000 square feet of gross floor area in excess of 15,000 square feet of gross floor area exceeding 30,000 square feet. Motels and Hotels One space for each unit plus I space for each employee on any I shift. Medical and Dental Clinics Four spaces for each doctor or dentist, plus I space for every employee or 1 for each 150 square feet of gross floor area, whichever requirement is greater. 1 Other Commercial Uses (excluding One space for each 200 square feet of gross floor area. wholesale) SECTION 3. The City Council of the City of Lake Elmo hereby amends Title XV: Land Usage; Chapter 154: Zoning Code; Section 055 by removing the following language: Off-Street Parking (also see S 154.095) Eating and drinking places: one space for every 2 seats, and 1 space for every 2 employees on the average maximum shift. (Parking spaces for "drive- in" customers shall not be credited as a part of the off-street parking area needed to serve the sates operation conducted within the buildings.) Automobile service stations: three spaces for each enclosed bay plus 1 space for each day shift employee plus a minimum of 2 spaces for service vehicles and 1 additional space for each service vehicle over 2 in number s 0 Motel and hotels: 1 space for each unit plus 1 space for each employee on any 1 shift SECTION 4. The City Council of the City of Lake Elmo hereby ascends Title `: Land usages Chapter 154: Zoning Code; Section 056 by removing the following language: Off-Street Parking Retail Stores or Centers: Eleven spaces for the first 1,000 square feet of gross floor area or fraction of gross floor area; Eight spaces for each 1,000 square feet of gross floor i f area in excess of 1,000 square feet I Other Commercial Uses, excluding Wholesale: One space for each 200 square feet of gross floor area i SECTION 5. The City Council of the City of Lake Elmo hereby amends Title V: Land Usage; Chapter 154. Zoning Code; Section 057 by removing the following language: 2 Off-Street Parking (Also see § 154.095) SECTION 6. The City Council of the City of Lake Elmo hereby amends Title XV: Land Usage; Chapter 154: Zoning Code, by adding the following language: ARTICLE 5 GENERAL REGULATIONS §154.200 Purpose 5154,201 Applicability §154.202 Permits Required 5154.203 Essential Services §154.210 Off-Street Parking §154.211 Off-Street loading S 154.200 Purpose The purpose of this Article is to establish regulations for activities that may occur in many zoning districts or in association with a variety of land uses, including parking, signage, and activities within yards, to promote the orderly development or use of land and minimize conflicts among land uses. § 154.201 Applicability The provisions of this Article shall be applied to all zoning districts and shall be in addition to the requirements in any specific zoning district. A permit shall not be issued unless all applicable general regulations are met. § 154.202 Permits Required. Permits are required for all changes in use and all development activities, with the exception of signs, in compliance with the standards of Article 3, Administration. Signs shall require a sign permit in compliance with Section 151.115 and Article 3. § 154.203 Essential Services Essential services as defined by this Ordinance are permitted in any district, provided that a site plan for any new or expanded service facility is filed with the Planning Department. The City Council may require site plan review of large facilities, upon the recommendation of the Planning Director. S 154.210 Off-Street Parking A. Purpose. The intent of this section is to prevent or alleviate congestion and promote the public safety and welfare by establishing minimum requirements for off-street parking, and requiring that parking areas are located and constructed in a manner that provides for optimum visibility to vehicles entering and exiting said parking area, accessibility and safety. It is the responsibility of property owners to provide adequate parking to meet their specific needs. B. Applicability. Off-street parking in accordance with this section shalt be provided for all new uses and all expansions of existing uses in all districts. Parking requirements may be waived in the Village Mixed-Use District (VMX), recognizing the availability of on-street and shared parking facilities. C. Location. All required off-street parking facilities shall be located outside of any street right- of-way, and as follows: 1. Spaces accessory to one- and two-family dwellings shall be located on the same lot as the 3 principal use served. Spaces within garages are counted toward the required number of spaces. 2. Spaces accessory to multiple-family dwellings and nonresidential uses shall be located on the same lot as the principal use served or within four hundred (400) feet of the main entrance to the principal building served. 3. Off-street parking located elsewhere than on the lot where the principal use being served is located shall be under the same ownership and control, either by deed or long-term lease, as the principal use. The owner of the principal use must file a recordable document with the City requiring permanent provision of off-street parking during the existence of the principal use. 4. Off-street surface parking areas containing more than four parking spaces shall be located a minimum of twenty (20) feet from the boundary of any adjacent lot zoned or used for residential purposes, with the exception of lots zoned Village Mixed-Use (VMX). 5. Other Parking in Residential Areas. Parking in residential areas (off-street and on-street) shall be limited to the use of the residents of those homes and their guests 6. Off-Street Parking in Commercial Areas. Off-street surface parking areas in commercial districts shalt be located in a manner consistent with the setback requirements in 9154.552. 7. Required off-street parking spaces shalt not be utilized for open storage of goods or for the storage of vehicles which are inoperable or for sate or rent. D. Parking Area Design and Maintenance. 1. Access to Parking Spaces. Each required off-street parking space shalt open directly to an aisle or driveway of such width and design as to provide safe and efficient means of vehicular access to the parking space, as shown in Table 5-1, Minimum Parking Space and Aisle Dimensions, except where accessory to residential uses of up to four (4) units. 2. Maneuvering Area. All parking areas except those serving one and two family dwellings on local streets shall be designed so that cars shall not be required to back into the street. If deemed necessary for traffic safety, turn-around areas may be required. 3. Surfacing and Drainage. All off-street parking areas shall be surfaced as follows: a. Single-family and two-famity dwellings shalt provide a durable surface with suitable drainage. b. In all residential, commercial and mixed use districts, aft areas intended to be utilized for parking space for five (5) or more vehicles and associated driveways shall be paved with a durable surface including, but not limited to, hot asphalt, bituminous or concrete. c. In industrial districts, all areas intended to be utilized for parking space and driveways shall be surfaced with materials suitable to control dust and drainage. Plans for surfacing and drainage for nonresidential uses shalt be submitted for review and the final plan shall be subject to written approval. d. Storage areas for heavy construction equipment that would damage the pavement may be exempt from the paving and surfacing requirement with an acceptable surface approved by the City Engineer. e. Farm dwellings and farm operations are exempt from the paving requirement. f. City parks shalt be exempt from the parking requirement if approved by the City Council. 4. Marking of Parking Spaces. All parking areas containing five (5) or more spaces or 4 containing angled parking shall be marked with painted lines at least four (4) inches wide. Such markings shall be maintained in a clearly legible condition. 5. Curbing. All open off-street parking areas designed to have head-in parking along the property line shall provide a bumper curb not less than five (5) feet from the side property line or a barrier of normal bumper height not less than three (3) feet from the side property line. 6. Landscaping and Screening. Parking areas shall be screened and Landscaped as provided in Article 6, Section 154.258. 7. General Maintenance. Parking areas and driveways shall be kept free of dirt, dust, debris and waste. In winter months, required parking areas shall be cleared of snow and ice within a reasonable time. 8. Accessible Parking. Accessible parking spaces for the disabled shall be provided as required by the International Building Code. E. Dimensions. The minimum dimensions for required parking spaces are as shown in Table 5-1, Minimum Parking Space and Aisle Dimensions and Figure 5-1, Minimum Parking Dimensions Diagram. Table 5-1: Minimum Parking Space and Aisle Dimensions Angle (A-) Width (B) Curb t. th Statl Befith 1 Way:Aisle , 2-way Aisle (C} (i))b Width �E)? . Width (E) 0-(Parallel) , 9' 22' 836" 14' 22' 45e 9' 12' 1879" 14' 22, 600 9' 911011 19'1 o" 18, 22' 90- 9 8'6°' 18' 20' 22' a For parking areas containing more than ten (10) parking spaces, compact spaces may account for up to twenty percent (200%) of the total parking area required. They may be reduced in size to a width of eight (8) feet and a stall depth of twelve percent (12%) less than (D) above, and must be grouped and signed appropriately b Parking spaces that use an appropriately sized curb overhang over a landscaped island or buffer may be reduced in depth by one and one-half feet (1' 6"). A concrete curb or other means shall be provided to prevent parked vehicles from damaging plant materials. Figure 5-1: Minimum Parking Dimensions Diagram ?7 C iB :E I LO \ a F. Parking Requirements. Accessory, off-street parking shalt be provided as specified in Table 5- 2, Specific Minimum Off-street Parking Requirements, except as otherwise specified in this section. 1. In addition to the requirements in Table 5-2, one (1) parking space shalt be provided for each commercial vehicle or vehicle necessary for the operation of the use that is maintained on the premises. 2. Parking spaces for uses with multiple components, such as hotels with dining and conference facilities, shalt be based on the sum of the parking requirements of the separate components. Shared parking standards may be used where applicable. 3. Proof of parking. The Planning Commission may allow parking requirements for a particular use to be relaxed or lessened in response to an expected demand that is lower than the required standard in this section, provided that one of the following conditions exists: a. Sufficient open area is set aside on the parcel to meet the required standard, if determined to be necessary at a later date. b. If parking will be needed less than twenty-five (25%) of the time during typical hours of use, on-street parking accessible by sidewalk within two blocks of the site may be used in lieu of required off-street parking. 4. Where a parking study is required, a qualified transportation engineer or transportation planner shalt perform the study. The study shad contain information on the anticipated number of employees, customers, visitors, clients, shifts, events, or deliveries to the use, and may refer to other studies or similar situations elsewhere. G. Shared Parking. Joint use of required parking spaces is encouraged where two or more uses on the same or adjacent sites are able to share the same parking spaces because their parking demands occur at different times. The applicant(s) must submit an analysis showing that peak parking times of the uses wilt occur at different times and the parking area wit[ be adequate for both uses. A legal instrument such as an easement or deed restriction that guarantees access to the parking for both uses shalt be submitted. H. Truck parking in residential areas. No commercially licensed trailer shalt be parked or stored in a residential district except when loading, unloading or rendering a service. Recreation vehicles and pickups are not restricted by the terms of this provision. Table 5-2. Specific Minimum Off-Street Parking Requirements Use Minimum Parking Requirement Nbtes R. iMential.idses __: ...._ Household Living -. --- . _ .. ............-_. . ___----- _ __.---. Single-family detached dwelling 2 spaces per dwelling unit ........ .......... ..-......... ----------- -- . ........... Two-family dwelling 1 space per 1-bedroom unit ... Single-fancily attached dwelling ! 2 spaces per 2-bedroom or larger ......... ..... _.. ..............; Multifamily dwelling unit No fee shall be charged for Single-family attached dwellings Irequired spaces shall provide an additional 101/o of parking spaces for visitor parking s Multifamily dwellings shalt also provide 1 visitor space per 4 units 6 Jse °. :: liinirnumi Park�tg Regzfrernert Moires Senior (elderly) housing 1 space per dwelling unit If senior housing may be� converted to general housing in the future, proof of additional parking shalt be required ....___-._._....-........-----...-------------......._._.........--------------------------------—__-----q.-._._._._._...._.-.-._..........-...._._._._._._.—_.-------....................................._...._._................................d........._................_._..._........._.... ..,......._.-...-_�....�_--•_-_ Secondary dwelling 1 space per secondary dwelling unit _._.._..........-.................--- -.................... ----.................................... .... p Live work unit 2 s aces per dwelling unit At least one of the required spaces shalt be accessible for client parking _ . - ___ ...... .. _..._..._...............- Mobite home park 2 spaces per dwelling unit Group Living ....... .. .. -- .................... .___....... ........... ..--.._-.-..... .._.-.....-_....------- . _ _............... _.-.. _--- --- -- -... ...__......__. -............... Group home, group residential 1 space per employee on the facility, halfway house, largest shift plus 1 visitor space for congregate housing every 4 residents based on capacity Semi-transient accommodations -- 1 space per bedroom, plus one __... eking s ---- Parking required space for each futitime staff equivalent Public antl �vrc Uses Cemetery As determined by the Planning Director . . .. ...... College or university, other 7o be determined by the Planning I Parking study required ._ adult learning center Director based on parking study ..__- ______------ ---------------------------- --- - --------------_-_- Community services Parking equal to 30 percent of the capacity of persons or as determined by the Planning Director based on parking study ' ..........................--.._................_____............... ________________. _...----.__________________________ Day care center (see under 1 space per employee on largest Accessory Uses for Family day shift plus 1 space per 7 students care) based on capacity; or 1 space per 10 students if an off-street drop- ; off and pick-up space is provided School, public or private 1 space per staff member plus 1 Existing schools not meeting space per 5 students of legal this standard may be required driving age based on design to develop a parking capacity management plan, but shall not be required to add the minimum number of spaces - - - ----- _ -- - -- .. ,__... _._..._ ... ......... .. .... . ._......................... . _ Public assembly 1 space per each 4 seats based on ; design capacity 7 1L?se. Minimum Parking Requaiexnenil Notes Religious institution, place of 1 space per each 6 seats or 10 feet Existing institutions not worship of pews in the main assembly hall meeting this standard may be required to develop a parking management plan, but shall not be required to add the minimum number of spaces iced Business center Total of parking requirements for individual uses, excepting any that meet the shared parking requirements in Section 154.210.G _................................................................................................................. -.____.........._..........................._.............-..........__._-_.a_--_----__-_---------------__-_._...____.-._.__.___.....-._...... Commercial kennel, commercial 1 space per employee on the stable largest shift plus 1 space per 6 animals ._..._.___...-..._._._.-._._--_-------------._._.__._._.._._._._._--------------- -._..._._.__._..._._.__._._..._-_._._------- _--.-._.---_------ Communication services 1 space per 400 square feet of gross floor area, plus 1 space per company vehicle stored on the site ._.____._.____....._.....___.__..._...-__._._.-------___..---_.-._-.___„._____._._.__._._.___.._._____._.____._.__................................................._............_.._........._...........__.-_-_._______----_._._.-.-.__._._._.____------___---- Educational services 1 space per staff member plus 1 space per 5 students of legal driving age based on design i capacity ____._____.______._.__._.............._.._._.__-_---------._.__._____._._._._.__._.___.__.__..__...___.__.___________.......... ....._....._.__.--_---___.____.-._-._.-.__-._._._....-.-_____...._....._-._..._.-._-.__-_--- __-____---- __----- . Financial institution 1 space per 100 square feet of usable floor area ....__.__._.-__._-.___.----_-__-_----_._._._.__............_...__---------------------------_._._---------------_..-.___.-.-_--------_____............... ...................... --................. _.-._._-___._._._._._._._.__._ _..- Funeral home 1 space per 100 square feet of floor area in the main assembly room plus one space per staff member -_._.___.__.__.__..__..._._._.__ _.______._.__.___._._.____.______.___..__..__-.-_..._.................................. _.._._...____. __._...._._.___._ ___._......__..........__...... Transient Accommodations, 1 space per guest room, plus Meeting and restaurant Lodging additional space for meeting or Ifacilities may require restaurant facilities additional parking, based on square footage of each use as defined in this table. __._.__._.__._____._---..__.__._...._.___._--_.----._._._._._.__._.__._._._._.;..___.___...._..._.__.__._.____._._......__._..._.._.._._......................... __._.___..--._.___.__.__.__.-.____._._._.__.. Medical facilities 5 spaces per medical professional, or 1 space per 200 square feet of gross floor area __...__....__..._.----.-.__----------_._.__.____._._..._._._._._.__.___-.__._---------:---____-_------------_......................_._._......._......_. .................................. ...___._._.__-'.--------.--.__._____._._._._._._.___.__.._._._...._._._._._. Membership organization {clubs, 1 space per 300 square feet of lodges, etc.) gross floor area .-._.___._...................._............................................-................. ;.._.-.._..__.___._________.___._._.____.__.___................................................................._._T_..._..._.._...___._.._._._.__.____._._ Nursing and personal care 1 space for each 4 beds, plus 1 space per employee on the largest work shift - ---................._._.............................---------------------- - ......._...._........................._---------.-._.-._._._.____....__._._..._._. -- --- ._...................._._.................. ...................... Offices 3 spaces per 1,000 square feet of gross floor area ._._._._._ ................................._._.-._ __..___„_..........__._._.___.__..__._._.___._.____---_____._._.__._.__._._._._.__._._.__ Personal services i 1 space per 300 square feet of gross floor area Use Min rnusn Parking Requirement Notes .........._..... _ Repair and maintenance shop 1 space per 400 square feet of gross floor area _ _............... _ _ _ ........ . . ..... _ ..... ....... Self-service storage facility 1 space per 300 square feet of The apron in front of the office or sales area storage units shall be wide enough for two cars to pass ......................_.-- ---- ---- - ---.__---- -- -- _. ........................................_.............._....__... .----... _.... Trade shop 1 space per 300 square feet of office or sates area, plus 1 space '•. per 3,000 square feet of storage area .........._..._____-______-_-________-_-_- . -_______ -_. _ ..._. .. r--....................... -......... ------ -,_ __..__... ... Transportation services 1 space per 300 square feet of office or sates area, plus 1 space per vehicle kept on premises _...____..........................------ ------..............................____ . ... Veterinary service 3 spaces per veterinarian, or 1 space per 200 square feet of gross floor area FK30d $ rviCeS » . _.: w Drinking and Entertainment i1 space per 3 customer seats or each 100 sq. ft. of interior space (the greater), plus 1 space per 200 sq. ft. exterior seating area. ............................................ . .. __... _ _ -- --____- _.. __--------------------- Qrive-in Restaurant, Fast Food 1 space per 3 customer seats or Restaurant, Standard Restaurant I each 100 sq. ft. of interior space (the greater), plus 1 space per 200 sq. ft. exterior seating area. Drive- throughs shall provide queuing space for at least 3 vehicles in advance of the menu board and 3 vehicles between the menu board and pick-up window Sales;,o ileac. ahms,e Garden Center, Building Supplies 1 space per 250 sq.'ft. of gross Sales floor area plus 1 space per 2,000 sq. ft. of outside sates or display area _..._........_...................... ___-- -___..__-_________ ---- _..................._-;--_..........--.-,----------_.-__...._........................_.....__............ Furniture and Appliance Sales 1 space per 800 sq. ft. of gross floor area General Retail 1 space per 250 sq. ft. of gross Includes any retail uses not floor areaI specifically Listed in this table .. .. . .......__....__.................__..................__ .... . .... .... . .. .. _._.________;_... . Shopping Center 1 space per 250 sq. ft. of gross Shared parking provisions floor area (Section 154.210.G. of this Article) are encouraged to be used where applicable 9 Use '' Minimum Parking Requirement Notes .: Wayside Stand _ 1 space per 400 sq. ft. sales area ; Spaces need not be paved, but shall be adequately separated and screened from the street and adjacent properties, as determined by the Planning Director ...... .......__________.... . .. ... .. __-_-- -_____ . ..... __._.___._._._._ Wholesaling 1 space per 250 sq. ft. of indoor sales area plus 1 space per 2,000 square feet of storage area AutomobilelVehfcular Uses Automobile Maintenance 1 space per 250 sq. ft. of gross Service bay shall not be Services, Commercial Vehicle floor area used for sales or counted as a parking space Repair, Gas Station customer service plus 2 spaces per service bay _....................................- ._..........-._.... _ -s...._......................_.............................................__.._............_..._. .------------....-._.-.-.-.....-.-.-.-._-.-._.-.-._____.___.____.-.-,__--- Automobite Parts/Supply 1 space per 250 sq. ft. of indoor sales area plus 1 space per 2,000 square feet of storage area Automabile Rental 1 space per 250 sq. ft. of gross floor area plus adequate storage i space for rental vehicles maintained on site _-- ....____....._..._._- -___._ .. ?_-----------------_-_---____-_-__-_._____.................... -. - -. Car Wash 1.5 spaces per bay, plus 4 stacking spaces per bay, plus 1 space per employee on the largest shift, -._.._ ....... .... _-------- ... ............. -- - -- ----- Vehicle Sales and Storage Lots 1 space per 250 sq. ft. of indoor sales area plus 1 space per 2,000 sq. ft. of outside sales or display area and 1 space per 2,000 square feet of storage area Outdoor Recreation Uses Campgrounds and Trailering 1 space per site, plus spaces required for other uses _----------------------.-. - --- -- Golf Course 5 spaces per hole plus additional space for meeting or restaurant facilities .........._..._............_..................__...... . ..... ........___ _-_.._..__.._..._--.......... .--_-________... ._ -._. Marina As determined by the Planning Parking study may be required Director for large or multiple-use facilities _ _........-____............r__..... _ .. . .. ...... Outdoor Entertainment As determined by the Planning Director 10 UseMinimum Parking Requirement . : ::..:.:::..'°::::.: Motes Outdoor Recreation Facility 1 space per 3 persons based on Parking study may be required maximum occupancy load, plus 1 for large or multiple-use space per employee on the largest facilities shift or as determined by parking study _......................_............... --- -_ _-----------_.__....---_............................................................._..............................................-_ r.__._._..._.___._._........_._................... ... Parks and Open Areas No requirement __.... ... _......._.__........................... ....... Restricted Recreation As determined by the Planning I Parking study may be required._ Director --------- _ .. ... ..... .......................- - ..................................... .. - - Swimming pool 1 space per 150 square feet of pool area Indoor RecreationlEntertainment Adult Establishment 1 space per 250 sq. ft. of gross floor area ...................................._........_-_....._........._-____........-._._.-'-"-_.._._._.-_._.-_.y...... ..,........,..,..,..,......,....,........,.............,.._........_._.__._....._................,.......,...............___.._.-.'_......__._...._._._......-.___...__._.___._.__.-._.'_.______...... Indoor Athletic Facility 1 space per 250 square feet floor r area plus 2 spaces per tennis or racquet games court and 1 space per 150 square feet of pool area _.. . ............................ - -._ - -- - .... _..........._..-_..----_-_--------____--________.__._.___._..._..._._._._._....._._....__._.__ Indoor Recreation Bowling alleys: 5 spaces per lane Other facilities: 1 space per 3 persons based on maximum capacity Agricultural!anti !Rehired Uses Agricultural Production and No requirement Services; ........ ....--- -- -- - --- - -- -- . - . _ ---- Agricultural Support 1 space per 300 sq. ft, of indoor sates or office area plus 1 space I per 1,000 sq. ft. of outside sales or display area and 1 space per 2,000 square feet of storage area _. . ...... ........___-_.._ -- --__._ _.. Forestry Operations As determined by the Planning Director Production; Processing Inc!Storage Non-production Industrial 1 space per 1,000 sq. ft. gross Additional parking may also be Light Industrial floor area up to 20,000 sq. ft. plus 1 required for office or retail Heavy Industrial 1 space per 2,000 sq. ft. in excess 3 space, as specified in this of 20,000 sq. ft., or per 5 regular table employees, whichever is greater. Includes other industrial uses largely carried on in enclosed buildings and not individually Listed 11 Use Minimum Parking Requirement l+lotes- Motor freight and warehousing 1 space per 300 sq. ft. of office or sales area, plus 1 space per 3,000 sq. ft. of storage area Landfill, Resource Extraction, - __a_ 2 spaces per 3 employees on the -Includes other industrial us es Salvage/Recyclable Center largest shift, based on maximum largely carried on outdoors planned employment Utilities,Transportation and Coib.mr�i ications Air transportation As determined by the Planning Director ._...... ............................ --- - __--------._._._._.._._..................._._....._._._......__..._........ Broadcasting or Communication No requirement Tower Essential Services..__.___....__._._.....___.___._._.__._.'.___._.-As determined b the Planning............ --"----- -----_...._.__.__._.__._._.__._.____------------.-._.._-._.___._...___.._...._. Y Director _._...... ................----_.__________-___..______._____ x...........__-- -_ _..___..._.............___..........._______-_..___. Local Transit, Railroad 2 spaces per3 employees on the Transportation largest shift, based on maximum planned employment Accessory s+es Animals, Domestic No requirement ._...._.. .___. .,..,................—._...._..._._.................._._—. .....................__.._.d__-•__---__----___._...___- _..___ Home Occupation No requirement unless specified in Conditional Use Permit ___ _ .__..____-____s__..... -----------__-----------___-----___-_.....__._.-_.-.---.--- _......__............ Bed and breakfast s 1 space per guest room in addition to dwelling unit requirements ..---------- - -- --. -- --- Family Day Care, Group Family i 1 space per employee not residing i Day Care on the premises plus one drop-off space ' -____-___----.---. _ ................. --------------_____-_._._._..----......................___-.__.__.__..__. Kennel, Private; Stable, Private I No requirement Interim lees .. Interim Use As determined by the Planning Director S 154.211 Off-Street Loading Areas. Off-street loading space shall be provided in all districts for any nonresidential use which will involve the receipt or distribution of materials or merchandise by trucks or similar vehicles and has a gross floor area of five thousand (5,000) square feet or more, in accordance with the following standards. Off-street loading area requirements may be waived in the Village Mixed-Use District (VMX). A. Number. For facilities with less than twenty thousand (20,000) square feet gross floor area, a designated loading zone may be provided on site, rather than constructing a loading berth. For facilities with twenty thousand (20,000) square feet gross floor area or greater, one (1) off- street loading berth shall be provided for every thirty thousand (30,000) square feet gross floor area or fraction thereof. 12 B. Location. All required loading berths shall be off-street. A loading berth shall be located at least twenty-five (25) feet from the intersection of two street rights-of-way and at least fifty (50) feet from a residential district unless within a building. Loading berths shall not occupy the required front yard setback. C. Size. Unless otherwise specified in this chapter, a required loading berth shall be not less than twelve (12) feet in width, fifty (50) feet in length and fourteen (14) feet in height, exclusive of aisle and maneuvering space. D. Access. Each required loading berth shall be located with appropriate means of vehicle access to a street or public alley in a manner which will least interfere with traffic. Driveway design is specified in Section 154.209 of this Article. E. Surfacing. All loading berths and access ways shall be improved with a durable material to control the dust and drainage. F. Accessory use. Any space allocated as a loading berth or maneuvering area in accordance with this Section shalt not be used for the storage of goods, inoperable vehicles or required off- street parking. SECTION 7. Effective Date. This ordinance shalt become effective immediately upon adoption and publication in the official newspaper of the City of Lake Elmo. SECTION 8. Adoption Date. This Ordinance 08-077 was adopted on this sixteenth day of April 2013, by a vote of _ Ayes and Nays. LAKE ELO CITY COUNCIL Mike Pearson, Mayor ATTEST: Adam Belt, City Clerk This Ordinance 08-077 was published on the day of , 2013. 13 CITE' OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA RESOL TT ON NO. 2013- 3I RESOIJTTJON AUTHORIZING PI IJCATION OF ORDINANCE 08-077 BY TITLE A N D SUMMARY WHEREAS, the City Council of the City of Lake Elmo has adopted Ordinance No. 08-077, an ordinance to the City's regulations pertaining to Off-Street Parking and Loading; and WHEREAS,the ordinance is lengthy; and WHEREAS,Minnesota Statutes, section 412.191, subd.4,allows publication by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS,the City Council believes that the following summary would clearly inform the public of the intent and effect of the ordinance. NOW,THEREFORE,BE IT RESOLVED by the City Council of the City of Lake Elmo, that the City Clerk shall cause the following summary of Ordinance No. 08-077 to be published in the official newspaper in lieu of the entire ordinance: Public Notice The City Council of the City of Lake Elmo has adopted Ordinance No. 08-077, which replaces the current sections of the City Code pertaining to Off-Street Parking and Loading. The revised ordinance includes the following revisions from the previous ordinance: • The inclusion of new parking standards related to location, design and maintenance of parking areas; • The incorporation of new dimensional standards for different parking types or designs; • Establishment of required parking quantities for all use classifications in the Lake Elmo Zoning Code; and. • Establishment of a required number of loading births per the square footage of a facility. The full text of Ordinance No. 08-077 is available for inspection at Lake Elmo city hall during regular business hours. 1 Resolution No. 2013-31 BE IT FURTHER RESOLVED by the City Council of the City of Lake Elmo that the City Administrator keep a copy of the ordinance at City Hall.for public inspection and that a full copy of the ordinance be placed in a public location within the City. Dated: April 16,2013. CITY OF LAKE ELMO By: Mike Pearson Mayor (Seal) ATTEST: Adam Bell City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon,the following voted in favor thereof: and the following voted against same: Whereupon said resolution was declared duly passed and adopted. 2 Resolution No. 2013-31 1"HEE CITY OF AKE FLMO W.�.._ MAYOR AND COUNCIL COMMUNICATION DATE: 04/16l2013 REGULAR ITEM#: 16 RESOLUTION AGENDA ITEM: Keats MSA Street and Trunk Wateinain Improvements—Accept Bids and Award Contract SUBMITTED BY: Jack Griffin,City Engineer THROUGH: Dean A.Zuleger,City Administrator REVIEWED BY: Adam Bell,City Clerk Cathy Bendel,Finance Director SUGGESTED ORDER OF BUSINESS: Introductionof Item.....................................................................................City Engineer Report/Presentation......................................................................................City Engineer Questions from Council to Staff............................................................Mayor Facilitates Public Input,if Appropriate...................................................................Mayor Facilitates Call for Motion..............................................................................Mayor&City Council Discussion......................................................................................Mayor&City Council Actionon Motion...................................................................................Mayor Facilitates SUMMARY AND ACTION REQUESTED: The city council is respectfully requested to consider accepting contractor bads as presented and awarding a contract for the Keats MSA Street and Trunk Watermain Improvements. The recommended motion for this action is as follows: "Move to approve Resolution-,giro. 2013-32,Accepting the Birk and Awarding a Contract to T.A.Schifsky and Sons,Inc.,in the amount of$1,606,833.471,for the Xeats MSA Street and Trunk Water again Improvements. BACKGROUND AND STAFF REPORT: Bids were received, publicly opened, and read aloud on April 9, 2013. The city engineer has prepared and attached the Tabulation of Bids and a Letter of Recommendation for the award of the contract. The City received eight (8)bids for this project,with T.A, Schifsky and Sons, Inc. providing the lowest base bid in the amount of$1,606,833.47 for the 12-inch diameter Trunk Watermain option. The Engineer's post-design construction cost estimate for the project was$1,848,435.25. The project remains within the budget amounts established with the Feasibility Report.T.A. Schifsky and Sons, Inc. is a known contractor having successfully completed previous projects in the city. The city engineer is therefore recommending that the Council award the contract to the lowest responsible bidder, I T.A. Schifsky and Sons, Inc., for the 12-inch diameter trunk watermain as outlined in the attached letter. Hydraulic analysis performed by AE2S in 2012 verified that the 12-inch diameter watermain meets the projected hydraulic requirements for the water system and results in a savings of $171,960.40; the additional costs needed to install a 16-inch diameter trunk watermain. The City Council approved the Plans and Specifications for the Keats MSA Street and Trunk Watermain Improvements on March 5, 2013, and authorized staff to advertise the Project for bids. The Project was advertised on QuestCDN.com, Finance and Commerce, and in the Oakdale-Lake Elmo Review in accordance with the Minnesota Competitive Bidding requirements. The improvements include: • The street reconstruction of Keats Avenue North as an Urban Section Road meeting state aid standards at 32 feet from back of curb to back of curb with concrete curb and gutter. • The installation of a 12-inch of 16 iRe diameter Trunk Watermain pipe connecting the existing watermain hues in the Tapestry development and Rock Point Church. • Water quality improvements consisting of six shallow infiltration basins located within the existing road right-of-way to address VBWD permit requirements. FUNDING: This project will be partially financed through special assessments. For the Street Improvements of Keats Avenue North,the project can be primarily funded using the city's municipal state aid construction funds. In addition, there are 22 properties that are proposed to be specially assessed with an estimated unit assessment amount of$3,400.The City cost share for use of state aid funds is therefore$1,175,200. The trunk watermain improvement project is being installed as a part of the community wide integrated water system. Therefore, the watermain extension project will be primarily funded using the city's $1.0 million DEED water system grant with matching funds from the city's Water Enterprise Fund. These funds must be expended prior to December 31, 2014. Similar to a collector street improvement project, a local benefit will be realized by the properties adjacent to the trunk watermain line. Council has directed that a water lateral benefit assessment be levied in the amount of$2,900 to those 22 properties, with an additional water lateral benefit charge of $2,900 to be deferred until those properties connect to city water. RECOMMENDATION: Staff is recommending that the city council approve Resolution No. 2013-32, thereby accepting the bids and awarding a Contract to T.A. Schifsky and Sons, Inc., in the amount of$1,606,833.47, for the Keats MSA Street and Trunk Watermain Improvements.The recommended motion for this action is as follows: "Move to approve Resolution No. 2013-32,Accepting the Rids and Awarding a Contract to T.A. Schifsky and Sons,Inc., in the amount oj'$1,606,833.47,for the Keats 141SA Street and Trunk Iatermain Improvements. ATTACI€MENT(S): 1. Resolution No.2013-32 2. Engineer's Letter of Recommendation and Tabulation of Bids 3. Project Schedule 2 CITY OF LAKE ELMO WAS INGTON COUNTY STATE OF MINNESOTA RESOLUTION ON NO, 2013-32 A RESOLUTION ACCEPTING THE BIDS AND AIN'ARDING A CONTRACT FOR THE SEATS N4SA STREET AND TRUNK WATERMAIN IMPROVEMENTS WHEREAS, pursuant to an advertisement for bids for the Keats MSA Street and Trunk Watermain Improvements, bids were received, opened, and tabulated according to law, and bids ,,N ere received complying with the advertisement; and WHEREAS, bids were tabulated, checked and summarized to verify that all requirements of the submittals were met; and WHEREAS, the project engineer reviewed the bids and has provided a letter recommending the award of the contract to the lowest responsible bidder, T.A. Schifsky and Sons, Inc.,in the amount of$1,606,833.47. NOW, THEREFORE, BE IT RESOLVED, l. That the Mayor and City Clerk are hereby authorized and directed to enter into a Contract in the accordance with the above ordered Project, in the amount of the Contractor's lowest responsible bid, and according to the plans and specifications thereof approved by the City Council. 2. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next two lowest bidders shall be retained until a contract has been signed. ADOPTED BY THE LADE ELMO CITY COUNCIL ON THE SIXTEENTH DAY OF APRIL 2013. CITE' OF LAKE ELMO By: Mike Pearson {Sea]) Mayor ATTEST: Adam Bell City Clerk Resolution No. 2013-32 1 444 Cedar Street,Suite 1500 Saint Paul,MN 55101 651.292.4400 tkda.com TIKDA April 11, 2013 Mr, Chad Isakson, P.E. City of Lake Elmo 3800 Laverne Avenue North Lake Elmo, Minnesota 55042 Re: Keats Avenue MSA Street and Trunk Watermain Improvements City of Lake Elmo, Minnesota TKDA Project No. 15230.000 Dear Mr. Isakson: A tabulation of the Bids received by the City for the above mentioned project on April 9, 2013 has been completed with the following results. A complete Tabulation of Bids is enclosed for your information. Contractor Base Bid Alternate No. 1 T.A. Schifsky&Sons, Inc. $1,606,833.47 $171,960.40 Burchville Construction, Inc. $1,618,210.80 $172,973.50 Hardrives, Inc. $1,632,317.68 $182,110.03 Redstone Construction, Inc. $1,637,750.22 $198,341.60 Miller Excavating, Inc. $1,649,526.15 $147,609.25 Minger Construction, Inc. $1,727,988.59 $161,742.65 Dresel Contracting, Inc. $1,745,044.45 $181,341.00 R. L. Larson Excavating Inc. $1,824,911.55 $183,674.00 Engineer's Estimate $1,848,435.25 $144,107.00 Recommendation We recommend that you award the Contract to the lowest responsive and responsible bidder, T.A. Schifsky&Sons, Inc. for their Base Bid excluding Alternate No. 1 of$1,606,833.47. Please do not hesitate to call me with any questions or comments you may have.. Sinaa{ely, David M .Klocker, P.E. Project Engineer DMK/jac Enclosure An employee owned company promoting affirmative action and equal opportunity ` J{€(,. c��!p•�•-{!Ip op O � jI l i I � ! 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Cara Geheren,P.E. 651.300.4261 Jack Griffin,P.E. 651,300,4264 Ryan Stempski,P.E. 651.300.4267 Chad Isakson, P.E. 651.300.4283 Project Title: Keats MSA Street and Trunk Watermain Improvements Client: City of Lake Elmo Project No.: 2012.129 ®ate: Revised April 9, 2013 October 2, 2012 Improvement Hearing. Council authorizes the preparation of Plans and Specifications. November 7, 2012 Council approves selection of Engineering Consultant for design services. December 1.1, 2012 Workshop on Trunk Watermain Lateral Benefit Assessments. March S, 2013 City Engineer presents Plans and Specifications for Council approval. April 9, 2013 Receive Contractor Bids. April 16, 2013 City Council accepts bids and awards Contract. May 27, 2013 Issue Notice to Proceed. Contractor begins Work. August 30, 2013 Substantial Completion date for Work [includes paving and restoration]. October 4, 2013 Final Completion date for Work [including all punch list items]. ........:...:.:.. ..3..t..31' CITY OF AKE ELMO - MAYOR AND COUNCIL COMMUNICATION DATE: 04/16/2013 REGULAR ITEM#: 17 MOTION AGENDA ITEM: Authorization to Distribute an Environmental Assessment Worksheet(EAW)for the Lennar Residential Development(Savona.) SUBMITTED BY: Nick Johnson,City Planner THROUGH: Dean A.Z.uleger,City Administrator REVIEWED BY: Kyle Klatt,Planning Director SUGGESTED ORDER OF BUSINESS: Introductionof Item...............................................................................:...................Staff Report/Presentation....................................................................................................Staff Questions from Council to Staff............................................................Mayor Facilitates Public Input,if Appropriate............................................................ ..Mayor Facilitates Call for Motion..............................................................................Mayor&City Council Discussion......................................................................................Mayor&City Council Action on Motion...................................................................................Mayor Facilitates PUBLIC POLICY STATEMENT The City Council must decide whether or not to authorize a mandatory Environmental Assessment Worksheet(EAW)for distribution and publication in the EQB Monitor FISCAL IMPACT: None — Westwood Engineering, working under the direction. of Lennar Corporation, is preparing the EAW. Staff has been involved in reviewing the work of the developer's consultant. SUMMARY AND ACTION REQUESTED: The City Council is being asked to authorize distribution of the Environmental Assessment Worksheet (EAW)that has been prepared for the proposed Lennar Corporation residential subdivision(Savona) located within the I-94 Corridor planning area and immediately west of Keats Avenue. The City Council has previously determined that an EAW is required for the proposed Lennar residential subdivision and that this document should be prepared under the direction of the City of Lake Elmo acting as the RGU (Responsible Governing Unit). Staff recommends the City Council authorize distribution of the mandatory EAW starting the 30-day EAW public comment period and take the following action/with the following motion: "Motion to authorize distribution of the mandatory EAW far the Savona residential subdivision starting the 30-day EAW public comet ent period." BACKGROUND INFORMATION: Lennar's project engineer,Westwood Engineering,has prepared the attached EAW and related traffic study in accordance with the guidelines of the Minnesota Environmental Quality Board,which is the organization that oversees the State's environmental review program. Staff has reviewed the document and any requested modifications to the draft document have been incorporated into the attached EAW materials. Under State rules,an EAW must be published in the EQB Monitor as part of the review process. The EQB Monitor is a biweekly publication that announces environmental review documents,public comment periods,and other actions of the Environmental Quality Board. Once published in the EQB Monitor,there is a 30 day comment period during which public agencies and members of the public may comment on the proposed project. The City must further distribute the EAW to a mailing list containing all responsible parties required to receive a copy of an EAW or EIS. At the end of the 30-day comment period,the City must adopt a resolution that finds an Environmental Impact Statement(EIS)is or is not required for the project. If an EIS is not found to be necessary,the environmental review process is complete and the developer can proceed with platting and development within the project area. In this case,Lennar has already submitted a preliminary plat application for the Savona Subdivision and recognizes that the City will not be able to take formal action on the plat application until the environmental review is complete. The preliminary plat application may proceed simultaneously with the EAW review. STAFF REPORT: Staff has reviewed the EAW document and has worked with the developer's consultant to incorporate all requested changes into the attached worksheet. During the course of the review, it was determined that a traffic impact study would be required,and this study has also been prepared and is attached for consideration by the City Council. Staff has found that the EAW is complete and addresses the minimum requirements for submission to the EQB. Should the City Council take action to authorize the distribution of the EAW,the document could be published in the April 29'h edition of the EQB Monitor,with the 30-day comment period ending on May 30,2013. STAFF RECCOMENDATI:ON: Based upon the above background information and Staff report it is recommended that the City Council authorize distribution of the mandatory EAW starting the 30-day EAW public continent period with the following motion: "Motion to authorize distribution of the aagandatot- y EciW for the Saiwfaa residential subdivision starting the 30-chat,E4!f',public cominentpetiod. ATTACHMENTS: 1. Environmental Assessment Worksheet—Savona EAW 2. Traffic Impact Study—Savona EAW r�f a x F ASSESSMENT WORKS EET ���� ^^n.N�...� esota to 01 �M M �� \ ^y y 110 '\ o f av N®R, �`✓ .�a Prepared For: Lennar Prepared By: 16305 36"Ave. N., Suite 600 � Plymouth, MN 55446 This page intentionally left blank. Version 8/08rev ENVIRONMENTAL ASSESSMENT OR S ;ET (EA ) Savona EAW CONTENT'S Page Listof Tables..............................................................................................................................ii Listof Exhibits............................................................................................................................ii Listof Appendices......................................................................................................................ii 1. Project Title........................................................................................................................1 2. Proposer.............................................................................................................................. 1 3. RGU....................................................................................................................................1 4. Reason for EAW Preparation.............................................................................................1 5. Project Location..................................................................................................................1 6. Description..........................................................................................................................2 7. Project Magnitude Data......................................................................................................3 8. Permits and Approvals Required........................................................................................4 9. Land Use.............................................................................................................................5 10. Cover Types........................................................................................................................8 11. Fish, Wildlife, and Ecologically Sensitive Resources........................................................8 12. Physical Impacts on Water Resources..............................................................................10 13. Water Use..........................................................................................................................11 14. Water-Related Land Use Management District................................................................12 15. Water Surface Use............................................................................................................12 16. Erosion and Sedimentation...............................................................................................12 17. Water Quality: Surface Water Runoff..............................................................................13 18. Water Quality: Wastewaters.............................................................................................15 19. Geologic Hazards and Soil Conditions.............................................................................16 20. Solid Wastes, Hazardous Wastes, and Storage Tanks......................................................19 21. Traffic ...............................................................................................................................20 22. Vehicle-Related Air Emissions.........................................................................................23 23. Stationary Source Air Emissions......................................................................................23 24. Odors,Noise and Dust......................................................................................................23 25. Nearby Resources.............................................................................................................24 26. Visual Impacts..................................................................................................................25 27. Compatibility with Plans and Land Use Regulations.......................................................25 28. Impact on Infrastructure and Public Services...................................................................25 29. Cumulative Impacts..........................................................................................................26 30. Other Potential Environmental Impacts............................................................................26 31. Summary of Issues............................................................................................................27 i Savona EAW April 3 2013 TABLES 8.1 Permits and Approvals Required. ...................................................................................4 10.1 Estimated Before and After Cover Types.......................................................................8 18.1 Wastewater Production Predicted................................................................................. 15 19.1 Soils Classification........................................................................................................ 17 21.1 Trip Generation Summary............................................................................................21 31.1 Surmnaiy of Issues and Mitigation Measures...............................................................27 EXHIBITS SiteLocation............................................................................................................................... I USGSTopography......................................................................................................................2 ProposedSite Plan......................................................................................................................3 AdjacentLand Use......................................................................................................................4 CoverType Mapping..................................................................................................................5 ZoningMap .............................................................................................................................6 WaterResources Mapping..........................................................................................................7 SoilsMapping ............................................................................................................................8 APPENDICES LieschTest Pit Location Map....................................................................................................A DNR Natural Heritage Database Search....................................................................................B CountyWell Index Well Log..................................................................................................... C State Historic Preservation Office Correspondence ..................................................................D TrafficImpact Study...................................................................................................................E ii Versionn'(8/08rrev A7T p T S M NT K H (EAW) EET Savona Note to preparers:This form and EAW Guidelines are available at the Environmental Quality Board's website at: iivRe%, uidanceDocuments.litni. The Environmental Assessment Worksheet provides information about a project that may have the potential for significant environmental effects.The EAW is prepared by the Responsible Governmental.Unit or its agents to determine whether an Environmental Impact Statement should be prepared.The project proposer must supply any reasonably accessible data for—but should not complete— the final worksheet.The complete question as well as the answer must be included if the EAW is prepared electronically. Note to reviewers:Comments must be submitted to the RGU during the 30-day comment period following notice of the EAW in the EQB Monitor.Comments should address the accuracy and completeness of information,potential impacts that warrant further investigation and the need for an EIS. 1. Project Title: Savona EAW 2. Proposer: Lennar 3. RGU: City of Lake Elmo Contact person: Joe Jablonski Contact person: Kyle Kiatt Title: Development Area Manager Title: Planning Director Address: 16305 36th Ave.N,Ste.600 Address: 3800 Laverne Ave.North Plymouth,MN 55446-4270 Lake Elmo,MN 55042 Phone: (952)249-3014 Phone: (651)747-3911 Fax: NA _ _ Fax: (651)747-3901 E-mail joe jablonkki@Lennar:coiza E mail kklatt@lakeelmo.org 4. Reason for EAW Preparation ©EIS Scoping 0 Mandatory EAW ©Citizen Petition ❑RGU Discretion ❑Proposer Volunteered If EAW or EIS is mandatory give EQB rule category subpart numbers(s) Part 4410.4300 Subp. 19.D_, Residential Development 5. Project Location County: Washington County,Minnesota City: Lake Elmo Twp: T29N R21 W S34 GPS Coordinates: 44.954093;92.913716(Project Center) Tax Parcel Numbers: 34.029.21.41.0004; 34.029.21.42.0001. 34 029 21 34 0001 34.029.21,34,0003. 34.029.21.31.0001 (All tax parcels within overall project site are listed.) Attach copies of each of the following to the EAW: County map showing the general location of the project; See Exhibit 1. U.S. Geological Survey 7.5 minute, 1:24,000 scale map indicating project boundaries(photocopy acceptable); See Exhibit 2. Site plan showing all significant project and natural features. See Exhibit 3. 1 Savona EAW April 3,2013 6. Description a) Provide a prgject summary of 50 words or less to be published in the EQB Monitor. The Savona residential.development is proposed on approximately 112.5 acres of primarily agricultural land in the southern portion of Lake Elmo. The project is proposing 190 single-family lots,and 122 multi-family lots. Twenty-seven acres of open space is also planned,which will include buffers,parks,woods and ponds. b) Give a complete description of the proposed project and related new construction. Attach additional sheets as necessary. Emphasize construction, operation methods, andfeatures that will cause physical manipulation of the environment or will produce wastes. Include modifications to existing equipment or industrial processes and significant demolition, removal, or remodeling gf existing structures. Indicate the timing and duration of construction activities. Lennar is proposing construction of a single and multi-family residential development on approximately 1.12.5 acres of land. The two parcels that constitute the project are referred to as the Dale(west)and Frandsen (east)Properties,and are approximately 72.5 and 40 acres in size, respectively. The proposed project is located in the S '/2 of Section 34,T29N,R21 W,City of Lake Elmo,Washington County,Minnesota(Exhibits 1 &2),and is generally located south of 10"'Street North(CSA14 10)and west of Keats Avenue North(CSAH 19). Project development will convert approximately 112.5 acres of agricultural fields,woodlands,and constructed ponds to streets,homes,lawns,landscaping,parkland, trails,and stormwater ponding. Land use within the site will include construction of up to 190 single-family lots,and 122 multi- family townhome units. Development plans feature 65 to 75-foot wide single-family lots and 28 foot-wide residential streets. The proposed project will have an overall net density of4.0 units per acre. Potential adverse effects on the environment will be mitigated by preserving and creating approximately 27 acres of open space in the form of buffers,parks,woodlands,and ponds. The project proposes extensive landscaping,buffering,and berming along adjacent roadways to offset possible visual impacts. Each residential lot will be served by City of Lake Elmo sanitary sewer and water systems. No onsite sewage systems and no private wells are proposed. Public streets will service the development including the construction of a minor collector roadway to serve the development,directing traffic east to Keats Avenue for convenient access to the 1-94 corridor. The Metropolitan Council recently approved an amendment to the Lake Elmo Comprehensive Land Use Plan. Under the amended plan,the city agreed to provide an additional 6,600 Residential Equivalent Connections(RECs)of regional sewer service by 2030. In a 2005 Memorandum of Understanding(MOU) with the Metropolitan Council,the city agreed to meet or exceed an average residential density of three units per acre in severed areas south of 10"'Street. Sewered development will be limited to the city's Village area(area surrounding the historic Lake Elmo Village)and the area south of 1 Oth Street along Interstate 94. The proposed development of the study area is consistent with the total level of density guided by the MOU and Land Use Plan. The City of Lake Elmo I-94 Corridor Development Staging Plan map(July 2012)indicates that the project area falls within the Stage I area. While a specific time period has not been attached to these stages,the stages are intended to develop in numeric order from Stage I to Stage III, Stage I represents new severed development Iocated west of Keats Avenue that will connect to the Metropolitan Council Environmental Services(MCES)Woodbury,Oakdale,Northdale and East Oakdale(WONE) interceptor. Savona EAW April 3,2013 Construction It is anticipated that the project will be constructed in six phases,with the first phase expected to begin in 2013. Full build-out is anticipated in 2018;however,construction timing will ultimately depend upon market conditions. It is anticipated that construction will entail moving approximately 750,000 cubic yards of soil. Construction dewatering may be conducted on an as-needed and permitted basis to install sanitary sewer,municipal water,and stoma sewer. Best Management Practices will be implemented during and after construction to protect water quality and reduce the potential for soil erosion and sedimentation. c) Explain the project purpose;if the project will be carried out by a governmental unit, explain the need,for the project and identify its beneficiaries. The purpose of the Savona residential development project is to meet the demand for additional residential housing units within the City of Lake Elmo in accordance with the signed 2005 MOU between the City and the Metropolitan Council. Under this MOU,the City of Lake Elmo committed to adding 6,600 new RECs of regional sewer service by the year 2030. The city also committed to a city-wide population of 24,000 by the year 2030. This project will help meet the city's obligations as outlined within the MOU by providing an additional 312 living units along the I-94 corridor. The project will be constructed and implemented by Lennar,a private developer. d) Are future stages of'this development planned or likely to happen?LL7Yes ONo. If yes, briefly describe future stages,relationship to the present project, timeline,and plans for environmental review. There are currently no planned future stages of the Lake Elmo Property residential development project. e) Is the project a subsequent stage of an earlier project? L7 Yes ®No. Ifyes, briefly describe the past development, timeline,and any past environmental review, The Savona residential development project is not a subsequent stage of an earlier development project. 7. Project Magnitude Data Total Project Acreage: 112.5 Maximum Units per Number of Residential Units: Unattached 190 Attached 122 Building N/A Commercial,Industrial,or Institutional Building Area(gross floor space):total square feet N/A Indicate area of specific uses(in square feet): Retail/Office N/A Other Industrial N/A Warehouse N/A Institutional N/A Light Industrial N/A Agricultural N/A Manufacturing N/A Other Commercial(specify) N/A Building Height 1-2 stories;35' maximum. 3 Savona EAW April 3,2013 If over 2 stories,compare to heights of nearby buildings N/A 8. Permits and Approvals Required List all known local,state, and federal permits,approvals,and financial assistance,for the project. liwlude modifications of any existing permits,governmental review of'plans,and all direct and indirect forms of public financial assistance including bond guarantees, Tax Increment Financing,and infrastructure. All o these final decisions are prohibited until all appropriate environmental review,has been completed See Minnesota Rules, Chapter 4410.3100. Table S.I.Permits and Approvals Required Unit of Government Type of Application . Status City of Lake Elmo Concept Plan Approval Completed City of Lake Elmo Preliminary Plat Approval To be applied for City of Lake Elmo Final Plat Approval To be applied for City of Lake Elmo EAW Negative Declaration To be applied for City of Lake Elmo Grading Permit To be applied for City of Lake Elmo Building Permit To be applied for Cityof Lake Elmo Municipal Water Connection Permit To be applied for City of Lake Elmo Sanitary Sewer Connection To be applied for Permit City of Lake Elmo Rezoning To be applied for(if needed) City of Lake Elmo Wetland Delineation Applied for Confirmation City of Lake Elmo Wetland Conservation Act Applied for No-Loss Determination pp Washington County Right-of-Way Permit To be applied for Washington.County Access Permit To be applied for Washington County Obstruction Permit To be applied for(if needed) Washington County Transportation Permit To be applied for(if needed) Metropolitan Council Sanitary Sewer Connection To be applied for Permit Minnesota Department of Water Main Extension To be applied for Health Approval Minnesota DNR Division of Water Appropriation To be applied for(if needed) Waters Permit Minnesota Pollution Control NPDES/SDS To be applied for Agency Minnesota Pollution Control Sanitary Sewer Extension To be applied for Agency Approval U. S. Army Corps of Section 404/Letter of No Applied for Engineers Jurisdiction MN DNR Division of Waters Water Appropriation To be applied for if needed Permit(s) MN Pollution Control NPDES/SDS General Covered under general Agency Permit ennit;submit NOI prior to 4 Savona EA W April 3,201.3 construction. Valley Branch Watershed Watershed Review/Permit To be applied for District South Washington Watershed watershed Review/Permit To be applied for District 9. Land Use Describe current and recent past land use and development on the site and on adjacent lands. Discuss the compatibility of the project with adjacent and nearby land uses. Indicate whether any potential conflicts involve environmental matters. Identify anypotential environmental hazard due topast site uses,such as soil contamination or abandoned storage tanks, or proximity to nearby hazardous liquid or gas pipelines. Existing Land Use within the Project Site Existing land use within,and adjacent to,the project site is depicted in Exhibit 4 and summarized in Section 10 below. A Phase I Environmental Site Assessment(ESA)was conducted on the project area in October 2012 by Liesch Associates,Inc. (Liesch). The report indicates that according to historic aerial photography dating from 1936 to 2008,the Dale Property has been under agricultural production since at least 1936. Recent aerial photography(2008)indicates the Dale Property remains under agricultural use;the Frandsen parcel was converted to a golf practice facility,Mulligan Masters,on or around 2002. The golf business is no longer in operation. No farmsteads or buildings are currently located on the property aside for a small plastic storage shed on the Frandsen parcel. A transmission line extends along the northern project boundary,and Liesch observed a gas pipeline on the Frandsen Parcel. The site currently contains 61.2 acres of cropped field, 1.4 acres of developed area/roads,33.5 acres of golf course driving range,9.4 acres of upland meadow, 1.8 acres of excavated pond,and 5.2 acres of upland woodland(Exhibit 5). Compatibility with Adjacent and Nearby Land Uses The Lake Elmo'Zoning Map is provided on Exhibit 6. The Dale property is currently zoned HD- RR-SRD,which is Rural Residential Sewered Residential Holding District. The Frandsen property is currently zoned HD-A-SRD,which is Agricultural Sewered Residential Holding District. Both parcels are planned and staged for sewered residential development,but will require rezoning to Urban Low Density Residential(LDR)and Urban Medium Density Residential(MDR)prior to project approvals. The properties are located within the I-94 development corridor,which is one of two focused locations within the city for future housing expansion and increased housing density. This will allow existing open space within the rural planning districts of Lake Elmo to be maintained,along with the overall rural flavor of the city. The project is compatible with adjacent and nearby land uses. Surrounding land use(Exhibit 4)is primarily residential development to the north/northwest, gravel mining to the north/northeast, agricultural land and Keats Avenue to the east,the 1-94 corridor to the south,small.businesses to the southwest,and agricultural land and a business park to the west. The proposed project will fit into the I-94 construction corridor as a separate but similar land use to existing land uses in the area. As described in the amended Comprehensive Land Use Plan.,this portion of the city is guided as an "urbanized zone"that will feature higher density residential development and commercial uses. The proposed project is consistent with the land use guidance. Natural buffer strips,located adjacent to 5 Savona EA.W April 3,2013 existing rural development,are proposed along the periphery of the Savona residential development to provide a transition zone between the new project and existing land uses in the area. Environmental Hazards Associated with Past Land Use Prior to 2002,the project site was undeveloped and used for agricultural crop production. In 2002, the Frandsen portion of the property(eastern 40 acres)was converted to a golf practice facility, Mulligan Masters. A.search on the Minnesota Pollution Control Agency's Web site("What's In My Neighborhood?")revealed no known potential sources of soil or groundwater contamination. This database contains properties that have already been investigated and cleaned up through federal and state cleanup programs,as well as those currently enroIIed in MPCA cleanup programs. The database also includes properties that were thought to be contaminated,but after further investigations were determined to be clean. Phase I Environmental Site Assessment A Phase I Environmental Site Assessment completed by Liesch revealed no recognized environmental conditions(RECs)on the properties except for seven observed areas containing evidence of dumping,and surficial debris including: appliances,quart-sized oil containers(empty), metal debris/pieces,rusted drums,plastic containers,crushed PVC pipe,a couch,mattresses, televisions,tires,wood scrap/debris,a chiller unit, glass containers,asphalt piles,soil piles,concrete piles,drain tile,plastic posts,and trash. Liesch's report indicated that "although the drums and containers were empty, and no obvious staining was observed in the vicinity of the containers, there is potential that the original contents of the containers may have impacted the Property subsurface. The potential for subsurface impacts from the appliances, televisions, and drums and containers observed...is considered a REC. " As a result,Liesch recommended a Phase II Environmental Site Assessment to assess the dump areas identified during the Phase I ESA,and indicated that "debris should be managed and disposed of properly according to City, County, and State regulations." In addition to the dump areas,Liesch observed the following items of environmental note: An irrigation well located on the Frandsen Parcel. Liesch recommended that the well be sealed according to the Minnesota Department of Health well code if it is no longer in use. The well is located in a Special Well Construction Area as identified by the MPCA. •A septic system with a drain field is present on the Frandsen Parcel,but is no longer in use. Liesch recommended that the septic system be removed/abandoned according to local code requirements. ® Suspect asbestos-containing material(ACM)was not observed on the Property during the site walk-over. However,suspect ACM may be present among debris observed on the Property. Phase II Environmental Site Assessment A Phase II ESA was completed for the site as recommended during the Phase I process. Based upon the environmental conditions noted,Liesch completed the following scope of services as part of the subsurface Phase II ESA: (1)prepared a health and safety plan and cleared public and private utilities,(2)excavated 17 test pits throughout areas A,C,and D on the Property to assess for buried 6 Savona EAW April 3,2013 debris and potential environmental impacts due to the presence of appliances,televisions,drams,and containers in these areas,(3)screened soil samples for the presence of organic vapors using a photoionization detector(PID)equipped with a 10.6 electron volt(eV) Iamp,(4)collected five soil samples for laboratory analysis of diesel range organics(DRO)(analyzed by silica gel method), volatile organic compounds(VOCs), the eight Resource Conservation and Recovery Act(RCRA) metals,polycyclic aromatic hydrocarbons(PAHs),polychlorinated biphenyls(PCBs),and pesticides, (5)observed debris for suspect asbestos containing material(ACM),and(6) prepared a Phase 11 ESA report with conclusions and recommendations. Work performed for the Phase II ESA included observing and field screening recovered soil samples, and collection of soil samples for laboratory analysis from soil test pits. Based upon the findings of the Phase II ESA.,Liesch confirmed that the debris observed on the Property is mainly surficial. The only areas of deeper debris included concrete in test pit TP-I I and asphalt pieces in test pit TP-12 to approximately 4 feet below grade. General municipal waste was observed to 1.5 feet below grade in test pits TP-15 and TP-16 and to 1 foot below grade in test pits TP-4 and TP-7. Liesch test pit locations are shown in Appendix A. In the RCRA metal analysis,arsenic concentrations were detected above the Residential SRV of 9 mg/kg ranging from 9.2 to 19.9 mg/kg. The Liesch Phase 11 report indicates that they suspect these concentrations to be within the range of naturally-occurring concentrations for this area. From a regulatory perspective,the MPCA Voluntary investigation and Cleanup(VIC)Program has not required remedial efforts for arsenic concentrations just above the Residential SRV if the data supports background concentrations. This contention is supported by MPCA Fact Sheet: Best Management Practices for the Off-Site Reuse of Excess Fill from Development Sites dated February 2012,in which the MPCA states that"Naturally occurring concentrations of some metals, such as arsenic,selenium,or copper sometimes exceed the SRV or SLV. Such soils are not considered impacted in the absence of a contaminant source or other field or laboratory indications of contamination." As noted above, the same assertion would be applicable to the selenium concentrations detected on the Property. The detection of DRO at 153 mg/kg in TP-15 (1')indicates the presence of low level petroleum impacts in the vicinity of TP-15. The extent and magnitude of the DRO impacted soil is unknown. Based upon the findings, Liesch recommended the following: Inform the Property owner of the release of DRO as detected on the Property,and prepare a Construction Contingency Plan to detail management of debris and impacted soils during development. Lennar will prepare a Construction Contingency Plan for the site prior to site development to manage known debris and impacted soils within the project area. However,the primary areas where test borings were completed will be largely undisturbed in the final development plan(Appendix A). The northernmost area(Area A)is located within an existing transmission line easement,and will therefore be largely avoided. Areas C is predominantly located within a tree and open space preservation area,and about 50 percent of Area D will be preserved and avoided by the project design. Local Soil and Groundwater Contamination Perfluorocliemical (PFC)-containing wastes were disposed of at two land disposal sites,the 3M- Oakdale Disposal Site in Oakdale and the former Washington County Landfill in Lake Elmo, Minnesota between 1956 and 1974. The Oakdale disposal site is located approximately 3.8 miles northwest of the project area,and the Washington County Landfill is located approximately 3.4 iniles to the north. 7 Savona EAW April 3,2013 PFCs were released from the two facilities resulting in contamination of groundwater and nearby drinking water wells as outlined in a Public Health Assessment prepared by the U.S.Department of Health and Human Services(August 29,2008),and the Agency for Toxic Substance and Disease Registry(ATSDR). The Minnesota Department of Health(MDH)has detected PFCs in several surface waterbodies in the Lake Elmo,Oakdale,and Woodbury area through various sampling studies. Surface water bodies north of the project area that have been found to contain PFCs include: Raleigh Creek,Eagle Point Lake,and Lake Elmo. PFCs are suspected to infiltrate into the groundwater from these water body sources. Sunfish Lake was found to contain perfluorobutanoate (PFBA). Goose Lake,located 0.25-miles north of the project area,was sampled by the MDH in 20 1.0 and was found to contain no PFCs. According to this Public Health Assessment,PFCs have been detected in public and private wells across a wide area of Oakdale and Lake Elmo. In Lake Elmo,approximately 200 homes were connected to municipal water to mitigate exposure to PFCs in the groundwater.Additional homes, approximately 55,have had in home granular activated carbon filter systems installed to mitigate exposure to PFCs in the groundwater.These homes have also been offered bottled drinking water. Groundwater monitoring of PFCs is an ongoing program.The proposed project will mitigate risks to new residents by providing access to municipal drinking water. 10. Cover Types Estimate the acreage of the site with each of the following cover types before and after development. Table 10.1. Estimated Before and After Cover Types Land Cover Before(acres) After(acres) Cropped field 61.2 0.0 Developed/Road 1.4 85.5 Golf Club/Driving Range 33.5 0.0 Upland Meadow 9.4 20.0 Excavated Pond 1.8 0.0 Upland Woodland 5.2 2.0 S tonnwater ponds 0.00 5.00 Totals 112.5 1.12.5 ff Before and After totals are not equal, explain why: Before and after totals are equal. 11. Fish,Wildlife, and Ecologically Sensitive Resources a) Identify fish and wildlife resources and habitats on or near the site and describe how they would be affected by the project. Describe any measures to betaken to minimize or avoid impacts. Fish and wildlife resources on and near the site are directly related to the composition,quality,size, and connectivity of natural communities including woodlands,wetlands,and grasslands. Westwood Professional Services,Inc.used aerial photography to snap the existing cover types(Exhibit 5). Based on this analysis,the site contains four major habitat components: 61.2 acres of cropped field, 9.4 acres of upland meadow, 1.8 acres of excavated pond,and 5.2 acres of upland woodland. These 8 Savona EAW April 3,2013 habitats are used by a variety of animals common to central Minnesota. Wildlife resources that exist throughout the site likely include those species that have adapted to open lands and cropland habitats such as pheasant,meadowlark,field sparrow,cottontail,red fox,and white-tailed deer. The open fields provide seasonal food and cover for these species. Project development is expected to convert approximately100 acres of cropped field,upland meadow,golf course/driving range,upland meadow,excavated pond,and upland woodland. Preservation of approximately 27 acres of upland woodland,upland meadow,and stormwater ponding is expected to mitigate some of the adverse effects on wildlife. Connections between existing meadow/old field and woodlands will be maintained in the development by retaining buffer strips along the property edges,which will allow travel corridors to remain for use by wildlife on the property and from off-site resource areas. Conversion of agricultural fields,woodlands,and meadow/old field to residential development is expected to result in some local decline in wildlife abundance. Populations of species that depend upon cropland,woodland and fields,such as ring-necked pheasants,wild turkey,and meadowlarks, will likely be displaced. Migratory birds are expected to respond to the development by looking for alternative nesting sites upon their return from wintering habitats. Some songbirds that readily adapt to suburban habitats may become more numerous. Non-migratory species with small home ranges such as small mammals will experience more adverse effects. These species will compete with other individuals of the same or other species to claim territories in neighboring habitats or succumb to mortality during project construction. Approximately 24 percent of the 112.5-acre project area will be open space,which is expected to help mitigate adverse effects on wildlife. The project is not expected to result in a regionally significant decline in wildlife abundance or species diversity. Measures to reduce the effects on wildlife include preservation of buffers and adjacent woodland integrated with open space and parkland,and construction of stormwater ponding. These measures are expected to provide additional habitat for wildlife and help mitigate adverse effects on some wildlife. b) Are any state-listed(endangered,threatened,or special concern)species,rare plant communities or other sensitive ecological resources on or near the site? 0Yes ®No If yes,describe the resource and how it would be affected by the project. Describe any measures that will be taken to minimize or avoid adverse impacts. Provide the license agreement number and/or Division of Ecological Resources contact number(#ERDB 20130158),from which the data were obtained and attach the response letterfrom the DNR Division of Ecological Resources. Indicate if any additional survey work has been conducted within the site and describe the results. The Minnesota DNR Natural Heritage Program conducted a database search of the Minnesota Natural Heritage Information System (NHIS)to determine if there are listed plants and animals; native plant communities;wildlife aggregations;geological features;or state rare features that are known to occur within or near the project site. The database search did not identify rare features within an approximate one-mile radius of the proposed project. The DNR Natural Heritage Review response letter is provided in Appendix B. Based on the nature and location of the proposed project,the DNR concluded that it does not believe the project will negatively affect any known occurrences of rare features. Therefore,no additional survey work has been or is scheduled to be conducted on the project area,and no measures to avoid or minimize potential impacts appear warranted. 9 Savona EAW April 3,2013 According to the Natural Communities and Rare Species of Washington County Map(Minnesota County Biological Survey, 1990),the project site does not contain rare plant or animal species or other significant natural features. 12. Physical Impacts on Water Resources Will the project involve the physical or hydrologic alteration—dredging,filling stream diversion,outfall structure,diking,and impoundment—of any surface water such as a lake,pond, wetland,stream or drainage ditch?DYes ®No If yes, identify water resource affected and give the DNR Public Waters Inventory number(s)if the water resources affected are on the PWI:N/A. Describe alternatives considered and proposed mitigation measures to minimize impacts. The project will not involve the physical or hydrologic alteration.of natural surface waters such as lakes,ponds,wetlands,or streams. On September 27,2012,Arrowhead Environmental Consulting,Inc.,(AEC)evaluated the project area for wetlands and other jurisdictional waters. No jurisdictional wetlands or waters were identified within the project boundary. Prior to delineating the site,the United States Geological Survey(USGS)Map(Lake Elmo Quad),the Minnesota Department of Natural Resources(MN DNR)Public Water Inventory Map(PWI),the Washington County Soil Survey Map,and the National Wetland Inventory (NWI)Map were reviewed. Historical images from 1936, 1953, 1957, 1964, 1991,2000,2003, and 2010 were also reviewed. The PWI map indicated no Public Water Wetlands are mapped on the property. The NWI map indicated several wetland basins within the property(PEMCd, PEM 1 C, PSS IC,PFO 1 C,PUBFx)(Exhibit 7);a PEMC wetland was also mapped along the western property line;however,field review indicated it is located off of the property. According to the Washington County Soil Survey map,non-hydric soil is mapped throughout the property. AEC reviewed the entire site and focused on four specific areas. Soil samples were collected in each of these areas and reviewed,but in each case the soils observed at the sample point locations were detennined to be non-hydric,and no hydrology indicators were observed. Consequently,none of the areas examined met jurisdictional wetland criteria. The eastern portion of the review area was converted to a golf course in the early 2000's. Several"ponds"were created throughout the golf course; most of the ponds have rubber liners. AEC reviewed historical aerial photography to determine if the ponds were created in historical wetland areas. Based on the aerial analysis,it appears that none of the ponds were created in historical wetland. AEC submits that the pond areas should not be regulated as jurisdictional wetland as they were created in upland and have artificial bottoms(rubber liners). AEC reviewed an area in the agricultural field(just west of the golf course near the center of the review area,an area that is quite evident on 2010 aerial imagery. This area was a stockpile of coarse material (mostly sand and gravel)and was dominated by pigweed(Amaranthuc)species. The area was determined by AEC not to meet jurisdictional wetland criteria. Due to the timing of late-season field work,findings have not been reviewed in the field by wetland regulatory agencies,and therefore have not been confirmed in writing by the Technical Evaluation Panel(TEP)for the project area,or the U.S. Army Corps of Engineers. The TEP and the U.S.Army Corps of Engineers will be invited to review and comment on the wetland delineation in spring 2013. 10 Savona EAW April 3,2013 13. Water Use Will the project involve installation or abandonment of any water wells,connection to or changes in any public water supply or appropriation of any ground or surface water(including dewatering)? 0Yes O No. If yes, as applicable,give location and purpose of any new wells;public supply affected,changes to be made, and water quantities to be used;the source,duration,quantity and purpose of any appropriations;and unique well numbers and DNR appropriation permit numbers,if known. Identify any existing and new wells on the site map. If there are no wells known on the site, explain methodology used to determine. Abandonment of water wells No new water wells are planned for the project. The Minnesota Geological Survey's(MGS)County Well Index (CWI)indicates there is one registered well within the project site. According to the Phase I Environmental Assessment report,no municipal or private water wells were noted on the Property,except for an irrigation well located on the Frandsen Parcel(former golf practice range). According to Minnesota Department of Health well records for Unique Well No.686580,this irrigation well is 300 feet deep and was installed in 2002 to irrigate the golf course facility (Appendix Q. This well will be abandoned during construction. If any other active or inactive wells are discovered on the property,they will be field-located,abandoned,and sealed in accordance with Minnesota Department of Health regulations prior to site development. Connection to a public water supply system The City of Lake Elmo currently operates two wells,which are permitted under DNR Water Appropriations Permit No.611031. The two wells range in depth from 285 to 808 feet deep,and draw water from the Jordan-Mt. Simon and Prairie Du.Chien-Jordan aquifers(2010 Drinking Water Report). The City's DNR water appropriations permit allows a total system pumping capacity of 260 million gallons per year(MGY). According to DNR Water Appropriation records as of 2010,the city reported pumping 103 MGY (average 282,192 gallons per day). The estimated water demand for the proposed development is 34.3 MGY(94,037 gallons per day)based on the assumption that consumption is approximately 110 percent of wastewater generation(see Item 18). Consequently,there are no water supply issues anticipated as a result of adding the development to the cty's water supply system. According to the city engineer,water may be supplied to the development either through an existing services agreement with the City of Oakdale or via the Lake Elmo municipal water supply system. The current Comprehensive Plan calls for municipal water facilities to be extended from the southeast corner of the Eagle Point Business Park along Hudson Boulevard to service this portion of the city. Dewatering Dewatering will become necessary if surficial groundwater is encountered during utility installation; however,it is unlikely that dewatering will be necessary because the depth to groundwater exceeds the planned depth of sanitary sewer,municipal water,and storm sewer in most areas within the study area. Based on data gathered from Unique Well No. 686580 upon installation in October 2002, static groundwater levels in the area are approximately 120 feet below grade. The quantity and duration of potential construction dewatering is not known at this time,but it is expected that any necessary dewatering for construction will be temporary. If groundwater is encountered during utility installation,it will be discharged to temporary sediment basins located within the project site. 11 Savona EAW April 3,2013 If construction dewatering and pumping from the proposed development exceeds the 10,000-gallon per day or 1,000,000 gallons per year thresholds,a DNR Water Appropriation Permit will be obtained. If it becomes apparent that construction dewatering will not exceed 50 million gallons in total and duration of one year from the start of pumping,the contractor or project proposer will apply to the DNR Division of Waters for coverage under the amended DNR General Permit 97-0005 for temporary water appropriations. It is not anticipated that construction dewatering or pumping from the proposed development will be extensive or continue long enough to impact domestic or municipal wells. 14. Water-Related Land Use Management District Does any part of the project involve a shoreland zoning district, a delineated 100 year flood plain,or a state orfederally designated wild or scenic river land use district?0Yes ONo If yes,identify the district and discuss project compatibilio)with district land use restrictions. The project site is not located within a shoreland zoning district. The site is not within 1,000 feet of a Minnesota DNR Public waterbody or 300 feet of a Minnesota DNR Public Watercourse,which would trigger a shoreland zoning district. According to FEMA Floodplain mapping(2008 Update), the project is located within Flood Panel 27163C0335E;HUC 7010206. The entire project is identified as being outside of either a 100 or 500-year flood zone(Exhibit 7). The site is also not in or adjacent to any state or federally-designated wild or scenic river land use zone. 15. Water Surface Use Will the project change the number or type of watercraft on any water body? ©Yes&No If'yes,indicate the current and projected watercraft usage and discuss any potential overcrowding or conflicts with other uses. The project site does not encompass any surface waters that are used by watercraft. 16. Erosion and Sedimentation Give the acreage to be graded or excavated and the cubic yards of soil to be moved: Acres: Approximately 100 acres of 1 l 2.5 acres will be graded for streets,house pads,and stormwater features. Cubic Yards: Approximately 750,000 cubic yards of soil will be moved. Describe any steep slopes or highly erodible soils and identify them on the site map. Describe any erosion and sedimentation control measures to be used during and after project construction. The Highly Erodible Land(HEL)List for Washington County,Minnesota(USDA NRCS,2006) indicates there is one potentially highly erodible soil that covers approximately 23.7 acres in two areas within the study area(Exhibit 8). Chetek sandy loam(6-1.2 percent slopes)is located in the central portion of the western portion and in the southwest corner of the eastern portion of the property. According to the USDA NRCS SSURGO database for Washington County(Accessed 2013),steep slopes(12 percent or greater)may be associated with the one soil mentioned above. Contour 12 Savona EAW April 3,2013 mapping indicates that the majority of the surface topography is gently undulating. Elevations range from 1,078 feet in the northwestern portion of the site to 950 feet in the eastern portion of the site (Exhibit 2). The western portion of the site drains to the southwest,and the eastern portion drains east-northeast. With the majority of the project area being over 1,000 above mean sea level,the site contains some of the highest elevations in the city. Because the project will involve disturbance of more than one acre of land,application for coverage under the National Pollutant Discharge Elimination System/State Disposal System(NPDES/SDS) General Pen-nit will be submitted to the MPCA prior to initiating earthwork on the site. This pennit is required for discharge of stormwater during construction activity and requires that Best Management Practices(BMPs)be used to control erosion,and that all erosion controls be inspected after each rainfall exceeding 0.5 inches in 24 hours. Erosion control.practices that will be implemented on the site include: 1. Construction of temporary sediment basins in the locations proposed for stonnwater ponding,and development of these basins for permanent use following construction. 2. Silt fence and other erosion control features installed prior to initiation of earthwork and maintained until viable turf or ground cover is established on exposed areas. 3. Periodic street cleaning and installation of a rock construction entrance to reduce tracking of dirt onto public streets. 4. Stabilization of exposed soils,phased with grading,within 7 days for slopes steeper than 3:1, 1.4 days for slopes less than 3:1 but greater that 10:1,and 21 days for slopes flatter than 10:1. 5. Energy dissipation,such as riprap,installed at storm sewer outfalls. 6. Use of cover crops,native seed mixes,sod,and landscaping to stabilize exposed surface soils after final grading. Erosion control plans must be reviewed and accepted by the City of Lake Elmo and applicable watersheds prior to project construction. Because the above BMPs will be implemented during and after construction,potential adverse effects from construction-related sediment and erosion on water quality will be minimized. 17. Water Quality: Surface Water Runoff a) Compare the quantity and quality of site runoff before and a,f?er the project. Describe permanent controls to manage or treat runoff. Describe any stormwater pollution prevention plans. The project must meet the requirements of the city's Stone Water Ordinance. The project also must meet the requirements of the Valley Branch and South Washington Watershed Districts(e.g. infiltration,erosion),where applicable. The city's Stonn Water Ordinance is available on the city's website. Lake Elmo is also a mandatory small MS4(Municipal Separate Storm Sewer System)city,and is required by federal and state law to obtain and implement a NPDES Stormwater permit administered by the MPCA. MS4s are also required to develop and implement a stormmwater pollution prevention plan program(SWPPP),and submit an annual report to the MPCA. 13 Savona EAW April 3,2013 Pre-Development Site Runoff Existing site runoff likely contains pesticides,herbicides,and fertilizer residues due to the presence of agricultural fields and the golf practice area. There is also likely a minor amount of runoff that flows to the site from.Keats Avenue North. However,because the site contains some of the highest elevations in the city,runoff primarily drains away from the site to the southwest and east-northeast. It is expected that a portion of the runoff infiltrates into the site's permeable,silty and sandy soils (see Item 19)and some likely reaches existing onsite stormwater ponds located on the golf course practice area- Post-Development Site Runoff The change in land use will decrease the amount of agricultural chemicals and suspended solids,and increase other components typical of urban runoff. It is expected that the volume of runoff will increase during significant storm events as a result of the increase in impervious surface area. It is anticipated that only extreme conditions such as those occurring in connection with 50-or 100-year storm events will result in measurable increases in runoff volume and associated pollutant transport. The preservation and creation of open space in the form of buffers,parks,woodlands, and ponds will help to mitigate potential adverse effects from the increase in impervious surface. Runoff water quality will be typical of residential.developments,and will likely be slightly degraded due to pollutants deposited on roads,roofs,and other impervious surfaces. Similar to current conditions,sediment,nutrient,and other pollutant removal will occur when much of the stormwater filters through upland vegetation,vegetated drainage swales,stormwater ponds,and other best management practices,including infiltration.Preserved and newly seeded vegetation will provide filter strips to help remove sediment and nutrients before runoff discharges to area wetlands and surface waters,mitigating potential effects on water quality. Potential adverse effects of runoff volume and quality will be further mitigated by the construction of approximately 5.0 acres of stormwater ponds,which will be designed to reduce peak runoff rates and meet all requirements of the City of Lake Elmo,and Valley Branch and South Washington Watershed Districts. The design of ponding areas and the quality of stormwater discharging from the development will meet the requirements of the MPCA General Stormwater Permit for Construction Activity(Minnesota Stormwater Manual,and applicable local regulations. In a storm event,stormwater will be retained in the ponds and discharged at or below existing peak runoff rates. BMPs will be employed during construction to reduce erosion and sediment loading of stormwater runoff. Inspection and maintenance of BMPs during construction will be consistent with NPDES/SDS General Permit requirements,including site inspection after rainfall events,perimeter sediment control maintenance,and sediment removal. b) Identify routes and receiving water bodies for runoff from the site;include major downstream water bodies as well as the immediate receiving waters. Estimate impact runoff on the quality of receiving waters. According to available watershed district mapping,the project site is located within the Valley Branch and South Washington Watershed Districts(Exhibit 6). Surface waters generally flow east- northeast towards Lake Elmo,and southwest towards an unnamed creek which connects Armstrong Lake to Wilmes Lake. Because the site represents one of the highest locations in the city,the site does not receive directed runoff from off-site waterbodies such as Raleigh Creek,Eagle Point Lake, or Lake Elmo,and there are no direct hydrologic connections to these waterbodies from the project site. 14 Savona EAW April 3,2013 The goal of the project will be to maintain peak discharge rates at or below the existing condition. Post-construction drainage will follow similar pathways,with minor differences in drainage routes and increases in the volume of road ditches and swale flows. Post-development stormwater runoff will either travel overland,into stormwater ponds,or through storm sewers prior to discharging to receiving waters. For the following reasons,it is anticipated that site development will have minimal effects on receiving water quality: • Preservation and creation of approximately 27 acres of buffers,parks,woodlands,and ponds (24 percent of the site). • Hydraulic storage within sediment basins will be designed,and BMPs implemented,in accordance with the General NPDES/SDS Permit for Construction Activities to protect water quality and control erosion. 18. Dater Quality: Wastewaters a) Describe sources,composition and quantities of all sanitary,municipal and industrial wastewater,produced or treated at the site. Only normal domestic wastewater production is expected from the project. The types of wastewater produced will be typical of new residential developments. No onsite municipal or industrial wastewater treatment is anticipated or planned. Both the MPCA and the Metropolitan Council Environmental Services(MCES)have compiled and documented extensive data that relates wastewater flow generation to population and land use. Sanitary wastewater production for the proposed development was estimated based on the methods outlined in the Service Availability Charge(SAC)Procedure Manual (MCES,2012). The MCES has established 274 gallons per day(gpd)to be the average daily wastewater production from a typical residential connection. One SAC unit is defined as 274 gallons of wastewater flow volume, which is based on the assumption of 2.74 persons per unit and 100 gallons per capita day(gpcd)of wastewater production. Each single family residence and townhome was assigned one SAC unit. The estimated maximum potential daily wastewater production for the entire development is 85,488 gpd. The following table provides information on wastewater production based on land use. Table 18.1 Wastewater production Predicted .. Proposed Use SAG Rate Units SAC` Units Wastewater gallons/day) Single Family Homes 1/Unit 190 190 52,060 Townhomes 1/Unit 122 122 33,428 Total 312 85,488 15 Savona EAW April 3,2013 b) Describe waste treatment methods orpollution prevention efforts and give estimates of composition after treatment. Identify receiving waters,including major downstream water bodies(identifying any impaired waters),and estimate the discharge impact on the quality of receiving waters. If the project involves on-site sewage systems, discuss the suitability of site conditions for such systems. No on-site sanitary sewage treatment is proposed. c) If wastes will be discharged into a publicly owned treatment facility, identify the facility,describe any pretreatment provisions and discuss the facility s ability to handle the volume and composition of wastes, identifying any improvements necessary. According to the city's approved Comprehensive Plan,the project area is situated within a designated sewer service area(see Future Land Use—Sewer Flan,2012). Current plans call for the proposed development site to be served by municipal sewer extended from the southeast corner of the Eagle Point Business Park along Hudson Boulevard. All wastewater from the proposed project will be discharged to the Woodbury,Oakdale,Northdale,and East Oakdale(WONE)Interceptor. The amended Land Use Plan (2012)forecasts approximately 515 new households connecting to the WONE Interceptor by 2015,and an additional 1,235 households by 2020. From the WONE Interceptor,wastewater from the development would flow to the Metropolitan Wastewater Treatment Plant in St.Paul,Minnesota for treatment; the largest wastewater treatment facility in Minnesota. This facility currently treats approximately 215 million gallons of wastewater each day, and has the capacity to treat up to 250 million gallons per day. The Metropolitan Council projects ample capacity at this plant through 2030. Consequently,no wastewater facility or treatment capacity issues are anticipated(MCES 2007). 19. Geologic Hazards and Soil Conditions Approximate depth(in feet)to groundwater: 0 minimum —150 average Approximate depth(In feet)to bedrock: —50 minimum --125 average a) Describe any of tine following geologic site hazards to ground water and also identify them on the site map: sinkholes,.shallow limestone formations or karst conditions. Describe measures to avoid or minimize environmental problems due to any of these hazards. Groundwater elevations within the vicinity of the site are around 875 feet above sea level based on The Geologic Atlas of Washington County,Minnesota(1990)C-5,Plate 5. Topographic snapping indicates that elevations on the site range from approximately 1,070 above mean sea level in the northwest corner of the site to 980 above mean sea level towards the eastern border of the site. Consequently,the maximum depth to groundwater is estimated at about 195 feet. Because surficial groundwater is sometimes encountered in seasonally wet areas,the minimum depth to groundwater is estimated at 0 feet. The approximate average depth to groundwater was calculated by averaging the topographic elevations on the site(1,025)and subtracting the anticipated depth shown on the Washington County Atlas(875). Depth to bedrock was estimated from the record of Unique Well No. 686580(County Well Index, 2012)(Appendix Q. The well and boring record completed for this new well in October 2002 indicates that Prairie Du Chien bedrock was reached at a depth of 152 feet below grade. The Geologic Atlas of Washington County,Minnesota(1990)C-5,Plate 4 indicates that the distance to bedrock ranges between approximately 50 and 200 feet below grade. 16 Savona FAW April 3,2013 b) Describe the soils on site,giving NRCS(SCS)classffications,if known. Discuss soil texture and potential for groundwater contamination firm wastes or chemicals spread or spilled onto the soils. Discuss any mitigation measures to prevent such contamination. The Geologic Atlas of Washington County,Minnesota(1990)C-5,Plate 1 indicates there are no known sinkholes,exposed bedrock,springs,or seeps on or near the site. If such features are encountered on the site,actions will be taken to mitigate potential effects such as stormwater routing, soil stabilization,and groundwater protection practices. Soil Classification The Soil. Survey Geographic(SSURGO)digital database for Washington.County(USDA NRCS, Accessed 2013)indicates the soils that occur within the project area(Exhibit 8)are classified as summarized in Table 19.1. Soils on the site are predominantly non-hydric silty and sandy loam$. Table 19.1. Soils Classification Map SymbolSoil Classification Hydric' Prime Farm and' 264 Freeon silt loam, 1 to 4 percent slopes Not hydric All areas are Prime Farmland 153B Santiago silt loam,2 to 6 percent slopes Not hydric All areas are Prime Farmland Farmland of 153C Santiago silt loam,6 to 15 percent slopes Not hydric Statewide importance 155C Chetek sandy loam,6 to 12 percent slopes Not hydric Not Listed 155D Chetek sandy loam, 12 to 25 percent slopes Not hydric Not Listed 342B Kingsley sandy loam,2 to 6 percent slopes Not hydric All areas are Prime Farmland 49B Antigo silt loam,2 to 6 percent slopes Not hydric All areas are Prime Farmland 'Based on the NRCS List of Hydric Soils of Minnesota(1995). 2 Based on the USDA/NRCS Prime Fannland of Washington County,.Minnesota(2002). A geoteclnical subsurface investigation has been initiated. Results of the investigation will be published separately. Potential for Groundwater Contamination The Geologic Atlas of Washington.County, Minnesota(1990)pollution sensitivity map indicates that the sensitivity of groundwater to pollution in the project areas is generally moderate. Sensitivity of groundwater systems to pollution is defined as the approximate time it takes from the moment a contaminant infiltrates the land surface until it reaches an aquifer. Although shallow groundwater is 17 Savona EAW April 3,2013 highly susceptible to contamination,moderately permeable soils with finer textures will slow or restrict the movement of water,which extends the time needed for chemicals to break down before reaching the water table. As stated in Item 19,the average depth to groundwater on the site is estimated at.approximately 150 feet below ground surface,providing a significant buffer between the soil surface and the groundwater aquifer. Because development will be typical of residential uses,no unusual wastes or chemicals are anticipated to be spread or spilled that would cause significant groundwater contamination. The proposed project may offer continued groundwater protection by providing adequate stormwater treatment and vegetated infiltration areas such as rain gardens,and buffers to help capture runoff and filter pollutants. The project will adhere to the Valley Branch and South Washington Watershed Districts infiltration. requirements for stonnwater. Because of the site's elevated position in the overall landscape,the propensity for runoff to drain away from rather than towards the site,and the absence of surface water connections to known PFC-contaminated waterbodies(i.e. Raleigh Creek,Eagle Point Lake, and Lake Elmo),the potential for infiltrating contaminated surface waters on the site is low. Special Well and Boring;Construction Area According to the Minnesota Department of Health,2012,a special well and boring construction area is"a mechanism which provides for controls on the drilling or alteration of public and private water supply wells,and monitoring wells in an area where groundwater contamination has,or may,result in risks to the public health. The purpose of a Special Well and Boring Construction Area is to inform the public of potential health risks in areas of groundwater contamination,provide for the construction of safe water supplies,and prevent the spread of contamination due to the improper drilling of wells or borings." Contractors proposing to drill a well or boring in an advisory area must first contact the Minnesota Department of Health,Well Management Section to determine proper procedures for installation. As previously discuss,Perfluorochemical(PFC)-groundwater contamination exists near the project area. While the project is located in a Special Well and Boring Construction Area,installation of new groundwater wells is not planned by the project. Groundwater Protection and Mitigation Measures The Savona residential development will offer a higher level of groundwater protection than exists under current conditions. Chemical applications can be high in agriculturally-dominated landscapes. The conversion of the site to urban uses will ensure greater protection of groundwater by: (1) covering exposed soils with turf and landscape plants to reduce infiltration of nutrients and pesticides;(2)reducing hazardous materials on the property to include only household quantities;(3) providing 27 acres of park,woodland,and open space;(4)providing stormwater treatment systems; (5)abandoning an existing irrigation well; and(b)not drilling any new wells for the project. 18 Savona EAW April 3,2013 20. Solid Wastes, Hazardous Wastes,and Storage Tanks a) Describe types,amounts and compositions ofsolid or hazardous wastes,including solid animal manure, sludge and ash,produced during construction and operation. Identify method and location of disposal. For projects generating municipal solid waste,indicate rf there is a source separation plan;describe how the project will be modified for recycling. If hazardous waste is generated, indicate if there is a hazardous waste minimization plan and routine hazardous waste reduction assessments. Construction activities will generate wastes typical of residential development operations. No solid or hazardous wastes,including solid animal manure,sludge, and ash,will be produced during construction and/or operation. The contractor will dispose of wastes generated at the site in an approved method by using commercial dumpsters and disposing construction wastes at an MPCA- permitted landfill. The contractor will recycle construction waste that can be recycled,when feasible. Following project construction,solid waste generation will be typical of occupied residential developments of this size. It is not anticipated that the proposed project will generate significant amounts of wastes that would be considered hazardous aside from typical household cleaners,paints, lubricants,and fuel storage for small.power equipment. The majority of the solid waste generated will include materials such as paper,organics(food wastes, wood,and rubber products),yard waste, and inert solids. The remaining wastes will likely include plastics,metals,and glass. According to the Metropolitan Solid Waste Management Policy Plan 2010-2030(MPCA,2011),a Minnesota family of five generates approximately six tons of garbage per year,or 1.2 tons per occupant. The following residential solid waste generation rates were based on the conservative figures that the average single-family dwelling consists of 2.9 persons based on 2010 City of Lake Ehno census data. The household occupant number was then multiplied by 1.2 tons per person per year,based on the MPCA estimate for Minnesota families. Using these conservative figures,the proposed development could generate as much as 1,086 tons per year(312 units X 2.9 people/unit X 1.2 tons/person/year)of residential municipal solid waste per year. Residents within the new development will contract individually with waste haulers for solid waste collection and recycling services under the city's open trash and recycling collection system. According to the cities web page,there are currently five licensed waste haulers. Curbside recycling, including paper,plastics,glass,and metals,is available to Lake Elmo residents through their solid waste collector. Participation in the recycling program by future residents of the project area is expected to reduce costs for solid waste trucking and disposal. Waste generated in Washington County is delivered to the Resource Recovery Facility in Newport, Minnesota. The majority of the waste is processed into Refuse Derived Fuel(RDF). This fuel is burned in place of coal at Xcel's power plants in either Red Wing or Mankato,Minnesota. b) Identify any toxic or hazardous materials to be used or present at the site and identf�measures to be used to prevent them from contaminating groundwater. If the use of toxic or hazardous materials will lead to a regulated waste,discharge or emission,discuss any alternatives considered to minimize or eliminate the waste, discharge or emission. Only normal construction and household hazardous wastes are anticipated. Toxic or hazardous material such as fuel for construction equipment and materials used during the normal construction process of residential units(paint,adhesives,stains,acids,bases,herbicides,and pesticides)will 1.9 Savona EAW April 3,2013 likely be used in typical quantities during site preparation and unit construction. Builders and contractors are responsible for proper management and disposal of wastes generated during construction, which is typically handled by using construction dumpsters and the appropriate certified landfills. No known hazardous materials are currently located onsite. Use of toxic or hazardous materials,outside of vehicle fuels,standard household cleaners,and lawn care chemicals, is not anticipated within the project area in conjunction with the proposed residential development. e) Indicate the number,location,size and use of anv above or below ground tanks to store petroleum products or other materials, except water. Describe any emergency response containment plans. As described in Item 9,a.Phase I Environmental Site Assessment:was conducted by Liesch Associates,Inc.in October 2012. No underground storage tanks or aboveground storage tanks were observed on the property,or reported to Liesch. It is currently not anticipated that above or below ground tanks for storage of petroleum or other materials will be located on the project site. However,if above or below ground tanks are proposed on the site,they will be installed according to MPCA regulations,and consideration will be given to spill and leak detection and prevention technologies,as well as double-walled tank construction. 21. Traffic Parking spaces added: 0 Existing spaces(if project involves expansion): 0 Estimated total average daily traffic generated: 2,518 Estimated maximum peak hour traffic generated and time of 253 trips occurrence: (Peak hour approximately 4:30 to 5:30 PM) Indicate source of trip generation rates used in the estimates. Trip Generation,9th Edition If the peak hour traffic generated exceeds 250 vehicles or the total daily trips exceeds 2,500,a traffic impact study must be prepared as part of the EAW. Using the format and procedures described in the Minnesota Department of Transportation's Traffic Impact Study Guidance (available at: littp://www.dot.state.mn.us/accessnianagement/pdf/manualchapters/chapter5.pd1)or a similar local guidance, provide an estimate of the impact on traffic congestion on affected roads and describe any traffic improvements necessary. The analysis must discuss the project's impact on the regional transportation system. A traffic study was completed for the proposed project in.April 2013. The traffic study examined the potential traffic-related impacts of the proposed project on the adjacent roadway system and key intersections near the site. A copy of the traffic study is included in Appendix E,and summarized below. Trip Generation The trip generation for the proposed project was determined based on the standard trip generation rates contained in Trip Generation,9th Edition(Institute of Transportation Engineers,2012). The trip generation estimates for the proposed project are shown in Table 21.1. 20 Savona EAW April 3,2013 Table 21.1. Trip Generation Summary A.M. Peak Hour P.M. Peak flour Land Use Development Daily Trips (Approx. (Approx. Units (Trip Ends) 7:15—8.15 A.M,) 4:30—5:30 P.M.) In Out Total in Out Total Single- Family 190 DUs 1,810 36 107 143 120 70 190 Residential Multi-Family Residential 122 DUs 708 9 45 54 42 21 6-1 Totals 312 DUs 2,518 45 152 197 1.62 91 1 253 As shown in Table 21.2,the proposed project is expected to generate a total of 2,518 trips on a daily basis, 197 trips during the a.m.peak hour(with 45 inbound and 152 outbound),and 253 trips during the p.m.peak hour(with 162 inbound and 91 outbound). The values listed under the"Daily"column represent total trip ends. A trip end is one movement to or from a location. For example,a resident leaving home in the morning to drive to work produces one morning trip end from the house. The return trip home in the afternoon produces a second trip end to that house. Access and Trip Assignment Access for the proposed project will be provided via a newly constructed collector roadway(5th Street North)which will then intersect with Keats Avenue(CSAH 19). The newly constructed roadway was originally identified in the City of hake Elmo's Comprehensive Transportation Plan. The Transportation Plan suggested a new east-west roadway between IOth Street(CSAH 10)and the I-94 frontage road be added to the transportation system. This new roadway alignment has been incorporated into the site plans of the proposed project and represents the southern boundary of the single-family residential development. "Designated as a minor collector, this route would allow local traffic to access the north-south county roads. Rather than a straight shot between points, this roadway would likely curve between new developments to provide access."According to the City's Transportation Plan,this new east-west roadway is expected to handle approximately 5,000 vpd by the year 2030 between Keats Avenue and Inwood Avenue to the west. Once extended through to Inwood Avenue,some traffic flowing east to Keats Avenue would likely be re-directed west to Inwood Avenue for access to the 1-94 corridor. This new cast-west roadway will also likely reduce the traffic volumes along 1 Oth Street to levels where capacity improvements will not likely be needed by the year 2030. The trips generated by the proposed project were distributed to the adjacent roadway system using the following directional distribution: • 15 percent to/from the north via Keats Avenue(CSAH 19) ® 10 percent to/from the south via Keats Avenue(CSAH 19) • 20 percent to/from the east via.I-94 • 40 percent to/from the west via I-94 ® 15 percent to/from the west via Hudson Boulevard 21 Savona EAW April 3,2013 Existing Conditions An operations analysis was conducted for the a.m. and p.m.peak hours at the following key intersections in order to determine how traffic conditions currently operate in the study area: • Keats Avenue(CSAH 19)at loth Street(CSAH 10) • Keats Avenue(CSAH 19)at Hudson Boulevard • Keats Avenue(CSAH 19)at 1-94 West Ramps • Keats Avenue(CSAH 19)at 1-94 East Ramps • Inwood Avenue(CSAH 13)at Hudson Boulevard The Keats Avenue(CSAH 19)intersections with the 1-94 West and East Ramps are signalized,as well as the Inwood Avenue(CSAH 13)intersection with Hudson Boulevard. The Keats Avenue intersection with 1 Oth Street(CSAH 10)is all-way stop controlled,and the Keats Avenue (CSAH 19)intersection with Hudson Boulevard is side-street stop controlled. The existing conditions analysis revealed that all five(5)of the key intersections currently operate at acceptable level of service(LOS)C or better during the a.m.and p.m.peak hour with existing geometries and traffic control. Future Conditions It is anticipated that the proposed project will be fully built-out by the year 2018. Therefore,an operations analysis was also completed for the year 2018 in order to determine the traffic-related impacts of the proposed development on the adjacent roadway system. Two future year development scenarios were analyzed: year 2018 no-build,and year 2018 build. The year 2018 no- build conditions assume that the proposed project is not built; however,background traffic growth in the study area is assumed to grow at a 1.7 percent annual growth rate. The year 2019 no-build conditions is used as a future year base from which the year 2018 build traffic volumes were developed. The year 2018 build conditions assume that the proposed project is fully build-out. In addition to the five(5)key intersections analyzed as part of the existing conditions analysis,the proposed east-west roadway(5th Street)intersection with Keats Avenue(CSAH 19)was also analyzed as part of the year 2018 build conditions operations analysis. The year 2018 no-build conditions analysis revealed that all of the five(5)key intersections continue to operate at acceptable LOS C or better during the a.m.and p.m.peak hours,with existing geometries and traffic control. The analysis results for the year 2018 build-out conditions revealed that even with the addition of the traffic generated by the proposed development,the five(5)key study intersections as well as the Keats Avenue(CSAH 19)intersection with the proposed 5th Street will operate at an.acceptable LOS C or better during the a.m.and p.m.peak hours,with existing geometries and traffic control. Conclusions While the proposed development will increase traffic volumes on adjacent roadways,the increase will not have an adverse impact on traffic operations since the adjacent roadways have enough reserve capacity to accommodate the site-related traffic. Therefore,with the exception of the proposed east-west collector roadway(5th Street)that will serve as the primary access to the proposed development,no additional improvements are needed to the existing roadway system to accommodate the proposed project. 22 Savona EAW April 3,2013 22. Vehicle-Related Air Emissions Estimate the effect of the project's trcrff e generation on air quality, including carbon monoxide levels. Discuss the effect of tragic improvements or other mitigation measures an air quality impacts. Increased traffic will generate a relatively small corresponding increase in carbon monoxide levels and other vehicle-related air emissions. The project is expected to have a negligible impact on air quality. Consequently,baseline air quality monitoring,or predictive air quality modeling,has not been scheduled at this time,and no measures to mitigate air quality impacts have been considered. 23. Stationary Source Air Emissions Describe the type,sources,quantities and compositions of any emissions from stationary,sources of air emissions suchh as boilers,exhaust stacks or fugitive dust sources. Include any hazardous air pollutants (consult EA Guidelines.for a listing)and any greenhouse gases(such as carbon dioxide,methane, nitrous oxide)and ozone-depleting chemicals(chloro-fluorocarbons, hydrofluorocarbons,per fluorocarbons or sulfur hexafluoride). Also describe any proposed pollution prevention techniques and proposed air pollution control devices. Describe the impacts on air quality. Because development of heavy industrial facilities is not proposed on this site,no stationary source air emissions are anticipated as a result of this project. 24. Odors,Noise and bust Will the project generate odors, noise or dust during construction or during operation?®Yes ONo If yes,describe sources,characteristics,duration,quantities or intensity and any proposed measures to mitigate adverse impacts. Also identify locations of nearby sensitive receptors and estimate impacts on them. Discuss potential impacts on human health or quality of life. (Note:fugitive dust generated by operations may be discussed at item 23 instead of here.) Project development will not generate odors,noise or dust in excess of levels emitted during typical construction practices of suburban developments. Any odors,noise,or dust produced during construction will meet the requirements of the MPCA and applicable local regulations. Odors The project will not generate significant odors during construction or operation. The emission of odor by any use shall be in compliance with City Code Section 96.03,4(a). Noise The project will be constructed in accordance with the city's established noise ordinance as outlined in City Code Sections 130.45 to 130.47. It is anticipated that noise levels will temporarily increase locally during project construction,but are expected to return to normal levels following project completion. Noise levels on and adjacent to the site will vary considerably during construction depending on the pieces of construction equipment being operated simultaneously,the percent of time in operation,and the distance from the equipment to the receptors. The nearest receptors to the proposed project are several single-family residences located to the north along Julep Avenue North, and commercial businesses to the south and west along both Eagle Point and Hudson Boulevards. In accordance with Section 130.47 of the City Code,construction equipment will not be operated between the hours of 6:00 pm and 7:00 am on weekdays,and during any hours on Saturdays, Sundays,and state and federal holidays. 23 Savona EAW April 3,2013 Dust The construction process is expected to generate some dust,but it is not anticipated that fugitive dust will be generated in objectionable quantities. Consideration will be given to suppression of airborne dust by application of water if significant fugitive dust generation occurs during site grading and equipment operation. In general,incidental dust emissions generated during site construction will be consistent with City Code Section 96.03,4(a). 25. Nearby Resources Are any of the following resources on or in proximity to the site? Ifyes,describe the resource and identify any project-related impacts on the resource. Describe any measures to minimize or avoid adverse impacts. Archaeological,historical or architectural resources? OYes ©No The Minnesota State Historic Preservation Office(SHPO)conducted a search of the Minnesota Archaeological Inventory and Historic Structure Inventory for the project area(Appendix D). Based on their review,no previously-recorded archaeological sites or historic structures were identified in the database for the project area. Consequently,no further review of archaeological,historical or architectural resources is considered warranted at this time. Prime or unique farmlands or land within an agricultural preserve? ©Yes i7No According to the Natural Resources Conservation Service(NRCS), four of the eight soil types found on the site are classified as prime farmland(Table 19.1). These soils comprise 73.0 acres or approximately 65 percent of the site area. Prime farmlands consist of land that has the best combination of physical and chemical characteristics for producing food,feed,forage,and oilseed crops. According to the NRCS,prime farmlands have"an adequate and dependable water supply from precipitation,a favorable temperature and growing season,acceptable acidity or alkalinity,acceptable salt and sodium content and few or no rocks." This does not mean all soils listed as prime farmland produce exceptionally high crop yields. No farmland preservation measures have been considered. Because the site is guided for development,no clear alternatives to conversion.of prune farmland are readily identifiable. .Designated parks,recreation areas or trails? OYes ©No There are currently no designated parks,recreation areas,or trails within the project boundaries. Lake Elmo Regional Park Reseive is located less than a mile north of the proposed project site. Stonegate Park,located approximately 1,000 feet northwest of the project area,contains a playground and athletic fields. Scenic views and vistas?OYes O✓No There are no scenic views or vistas located on or near the property. Other unique resources? OYes ONo 24 Savona EAW April 3,2013 26. Visual Impacts Will the project create adverse visual impacts during construction or operation? Such as glare from intense lights,lights visible in wilderness areas and large visible plumes from cooling towers or exhaust stacks? L7 Yes HNo. If yes, explain. The project will not create adverse visual impacts. The proposed residential land use is consistent with other established uses in the area,and therefore will not create a significant change in visual aesthetics. Measures to soften visual transitions include providing buffers between existing homes and gravel mining operations to the north,preservation of tree cover where possible,and providing beans,buffers and landscaping adjacent to proposed collector streets and other adjacent land uses. 27. Compatibility with Plans and Land Use Regulations Is the project subject to an adopted local comprehensive plan, land use plan or regulation,or other applicable land use,water,or resource management plan of a local,regional,state or federal agency? Oyes Cl No. If yes,describe the plan,discuss its compatibility with the project and explain how any conflicts will be resolved. If no, explain. The project is subject to the City of Lake Elmo's Comprehensive Plan and Zoning Ordinance. As described in the recently amended Land Use Plan,the city plans to grow its population by increasing the total number of households from 2,779 to 3,519 by 2015. In accordance with a Memorandum of Understanding with the Metropolitan Council,the city has committed to providing 6,600 additional Residential Equivalent Connections(RECs)by 2030. This will be partially achieved by increasing residential density within the I-94 corridor. The Comprehensive Plan includes a land use and staging plan map that guides future community growth and improvement. The City of Lake Elmo zoning snap designates the Dale property as HD-RR-SRD,which is a Rural Residential/Sewered Residential Holding District. The Frandsen property is currently zoned HD-A-SRD,which is an Agricultural/ Sewered Residential Holding District. Both are consistent with the proposed use,although re-zoning the properties to the appropriate LDR and MDR zoning will be required prior to development. The Lake Elmo I-94 Development Staging Plan map(2012)designates the project area as being within Stage I(new sewered development located west of Keats Avenue that will connect to the MCES WONE interceptor). Consequently, the proposed project is consistent with the goals and plans of both the City of Lake Elmo and the Metropolitan Council for this area. 28. Impact on Infrastructure and Public Services Will new or expanded utilities,roads,other infrastructure orpublic services be required to serve the project? B Yes UNo. If yes,describe the new or additional infrastructure or services needed. (Note:any infrastructure that is a connected action with respect to the project must be assessed in the EAW;see EA Guidelines for details.) Public and private infrastructure improvements will need to be constructed in association with this development. These include but are not limited to: roadways,trails, stormwater systems,electrical lines,telephone lines,and continued improvements and upgrades to the sanitary sewer and water supply systems. The Comprehensive Plan calls for municipal sewer and water facilities to be extended from the southeast comer of the Eagle Point Business Park along Hudson.Boulevard to service this portion of the city and proposed new residential development. The project will also require construction of a collector roadway along the southern portion of the property boundary that 25 Savona EAW April 3,2013 would intersect with Keats Avenue North to the east for proper site access and traffic control. This collector road will eventually be extended west as those properties develop as guided. Impacts related to public improvements directly associated with the proposed development project are discussed throughout this document. 29. Cumulative Impacts .Minnesota Rule part 4410.1700,subpart 7, item B requires that the RGU consider the "cumulative potential effects of related or anticipated,future prq jects"when determining the need for an environmental impact statement. Identify any past,present or reasonably,foreseeable future projects that may interact with the project described in this EAW in such a way as to cause cumulative potential effects. (Such future projects would be those that are actually planned or,for which a basis of expectation has been laid.) Describe the nature of the cumulative potential effects and summarize any other available information relevant to determining whether there ispotential_forsignificant environmental effects due to these cumulative effects (gr discuss each cumulative potential effect under apvrovriate item(s)elsewhere on this fbrm). The changes in regional land use in the Lake Ehno area from open space and agricultural land to more urbanized uses is expected to have a cumulative impact on the area. Cumulative effects of this and future projects on natural resources and infrastructure are expected to be roughly proportional to the impacts discussed in this EAW,or somewhat greater if future projects are developed at a higher density. The City of Lake Elmo has planned for future growth and development in this particular area as part of its Amended Comprehensive Land Use Plan(2012),utility plans,stormwater management plans,and administration of zoning ordinances. These efforts will ensure that the cumulative impacts of future growth and development to the environment,and to the city's service capacity,are anticipated and mitigated. The project proposer does not currently own or have options on adjacent lands. Consequently,the precise timing and nature of future development in the project vicinity is unknown. However,land adjacent to the project site is eventually expected to develop,per the city's Land Use Plan, thereby converting existing open space and agricultural lands to residential and commercial uses. The City of Lake Elmo's Amended Comprehensive Land Use Plan(2012)anticipates and guides the intensity of development within the city and directs necessary infrastructure improvements to support the planned development. Parcels to the south,west,and northeast of the proposed project area are currently undeveloped and zoned HD-A-SRD or HD-RR-SRD. In keeping with the city's Comprehensive Plan,and the M.OU with the Metropolitan Council,these parcels are expected to develop in the future to mediumdensity residential and/or commercial uses. Undeveloped parcels immediately surrounding the proposed development site contain similar land uses and land features as the project site. Existing land cover on these properties is primarily agricultural,with grasslands,wooded tree lines,and small wetlands interspersed. The proposed project will not result in conversion of jurisdictional wetland to upland, but will result in minor tree removal and conversion of agricultural lands to non-agricultural uses. Consequently,cumulative impacts to natural resources are anticipated to be minimal,and have been purposefully concentrated in this portion of the city to preserve an agricultural core to the north of 10"'Street(CSAH 10). 26 Savona EAW April 3,2013 Development of surrounding parcels will also result in cumulative impacts to city infrastructure such as roads,sewer,and water. These cumulative impacts have been thoughtfully contemplated and addressed in the city's Comprehensive,Transportation,Wastewater,and Water Plans. As the surrounding properties develop,they will be evaluated under the Minnesota Environmental Policy Act(MEPA)rules,and will adhere to guidelines presented in the city's approved zoning and comprehensive plans for the area. Mitigation.for anticipated minor cumulative impacts in the area will include providing approximately 27 acres of open space(24 percent of the site),providing buffers from surrounding developments, protecting woodlands to the extent practicable,pretreating stormwater and controlling stormwater rates,providing adequate municipal facilities such as potable water and wastewater treatment,and addressing future traffic issues. These provisions will help minimize potential cumulative effects of past developments and future developments within the region. 30. Other Potential Environmental Impacts If the project may cause any adverse environmental impacts not addressed by items I to 28. identrfy and discuss them here, along with any proposed mitigation. No other adverse environmental impacts are anticipated as a result of this project. Potential environmental impacts have been addressed in Items I through 29. 31. Summary of Issues Do Vgt complete this section ifthe EA is being done for EIS scopingi instgad address relevant issues in the draft Scoping Decision document,which must accompany the EAW. List any impacts and issues identified above that may require further investigation before the project is begun. Discuss any alternatives or mitigative measures that have been or may be considered.for these impacts and issues, including those that have been or may be ordered as permit conditions, Table 31.1. Summary of Issues and Mitigation Measures -------------} Item Title Mitigation Measures l 8 Permits and Approvals Apply for and receive all applicable pen-nits prior to project Required constiuction. Abandon existing septic system on Frandsen parcel according 9 Land Use to local code requirements. Prepare a Construction Contingency Plan to detail management of debris and impacted soils during development. Fish,Wildlife,and preservation and creation of approximately 27 acres of open l l Ecologically Sensitive space,stormwater ponding,woodland,and buffers. Resources Sealing and abandonment of one irrigation well on the 13 Water Use Frandsen parcel; compliance with DNR Water Appropriation Permit requirements; connection to the municipal water supply system. 27 Savona EAW April 3,2013 Table 31.1. Summary of Issues and Mitigation Measures Item Title Mitigation Measures Minimize the potential for erosion by BMP implementation; 16 Erosion and Sedimentation compliance with the city's Erosion and Sediment Control Ordinance and NPDES/SDS General Permit requirements; preparation of a SWPP plan. Water Quality: Surface Creation of stormwater ponds and BMP's to manage 17 stonnwater runoff and adhere to the city's Storm Water Water Runoff Ordinance and watershed rules. 21 Traffic Detailed traffic recommendations are provided within the conclusions portion of Section 21 of this document. RGU CERTIFICATION The Environmental Quality Board will only accent SIGNED Environmental Assessment Worksheets for public notice in the EQB Monitor. I hereby certify that: • The information contained in this document is accurate and complete to the best of my knowledge. • The EAW describes the complete project;there are no other projects,stages or components other than those described in this document,which are related to the project as connected actions or phased actions,as defined at Minnesota Rules,parts 4410.0200,subparts 9b and 60,respectively. • Copies of this EAW are being sent to the entire EQB distribution list. Signature Date Title: Kyle Klatt,Planning Director,City of Lake Elmo Environmental Assessment Worksheet was prepared by the staff of the Environmental Quality Board.at the Minnesota Department of Administration,Office of Geographic and Demographic Analysis. For additional information,worksheets or for EAW Guidelines,contact:Environmental Quality Board,658 Cedar St.,St.Paul,MN 55155,651-201-2492,or http://www.egb.state.mn.us 28 Exhibits 1 - 8 Savona EAW Washington County, Minnesota This page is intentionally blank _ fl'1 J r ® W � O � . LIJ I r N r ..- Ait -a . I W NOR N' Cl1 '. .. u i CD r ] . . •~— +' u— CD m my"WWI m two Jj 'tun( 7n F F"i w 'z JED ial .�M AT MEMO— pY F g vrs�ri;; p,;BM:gi ffekY4lk') .,,wn.'i1 f.Jftjlfa y i ed �,a,.,�,'.rtrstt r;p w 3 a N En p`ryry{�yy�( 4— 1 r14. ; LLI LLJ J x LIJ PM Yvv .ova' S u ' t x It x ` ✓ Y yoIt v E t r cz 70 • N �` � � '�,, � ti.,t •,-. 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CD t c S c°� �n 8 ` E tL Appendix A Liesch t Pit Location Savona EAW Washington County, Minnesota This page is intentionally blank j TP'2 F 1 P-3 J 4 � 5 �� 1'P-7 TP•b f TY-10 1 IT 9 Q, i x 2- y.�lS ,VS fr `� i A Lew I I M TP-11 1 � CF 3 c Test Pit 1 � TP-lS Miscellaneous Debris Observe Property Boun dary .0 Source:MS Virtual Earth Cl 75 150 Feet Projection:NAD�;3 LITM 7_one 15N Lake Elmo,M Nov 12 Figure Y @ g_ : 'gent Pit Locations H eolo gi dro sts - Engineers � Environmental Scientists 1 � EV€inl-eea o[is Lies An�eEas � �lliEe�rauke� = Phoenax' I� —_ _- -- --- - - -- - -- --- Appendix B DNR Natural Heritage Database Search Savona EAW Washington County, Minnesota This page is intentionally blank mi Division of Ecological and Water Resources,Box 25 500;LpifayeU Road St. "ail, 5511515-4025 t.�P� OF Phone:(651)259-5109 E-mail:lisajoyal@state.mn.us December 19,2012 Correspondence#ERDB 20130158 Mr.David Weetinan Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie,MN 55344 RE:Natural Heritage Review of the proposed Lake Elmo Property; T29N R21W Section 34;Washington County Dear Mr.Weetman, As requested,the above project has been reviewed for potential effects to known occurrences of rare features. A search of the Minnesota Natural Heritage Information System did identify rare features within an approximate one-mile radius of the proposed project, but these records did not include any federally listed species and were either historical or not of concern given the project details that were provided with the data request form. As such,I do not believe the proposed project will adversely affect any known occurrences ofrare features. The Natural Heritage Information System(NHIS),a collection of databases that contains information about Minnesota's rare natural features, is maintained by the Division of Ecological and Water Resources, Department ofNatural Resources. The NHIS is continually updated as new information becomes available,and is the most complete source of data on Minnesota's rare or otherwise significant species, native plant communities,and other natural features. However,the NHIS is not an exhaustive inventory and thus does not represent all of the occurrences of rare features within the state. Therefore,ecologically significant features for which we have no records may exist within.the project area. For environmental review purposes,the results of this Natural Heritage Review are valid for one year; the results are only valid for the project location(noted above)and project description provided on the NHIS Data Request Form. Please contact me if project details change or if an updated review is needed. Please note that locations of the gray wolf(Canis lupus),state-listed as special concern,and the Canada lynx (Lynx canadensis), federally-listed as threatened, are not currently tracked in the NHIS. As such, the Natural Heritage Review does not address these species. Furtherinore,the Natural Heritage Review does not constitute review or approval by the Department of Natural Resources as a whole. Instead, it identifies issues regarding known occurrences of rare features and potential effects to these rare features.Additional rare features for which we have no data may be present in the project area, or there may be other natural resource concerns associated with the proposed project. For these concerns,please contact your DNR Regional Envirom-nental Assessment Ecologist(contact information available at b=..L/www.dnr.s1.ate.JT1D, /ecQ/ e jz/gw re ioncontacts.htni.1). Please be aware that additional site _� eL_vig assessments or review may be required. Thank you for consulting us on this matter,and for your interest in preserving Minnesota's rare natural resources. An invoice will be mailed to you under separate cover. Sincerely, Samantha Bump NHIS Review Technician Appendix C County Well Index Well Log Savona EAW Washington County, Minnesota This page is intentionally blank ` Well Log Report- 00686580 Page I ©f l I. iJ3 1 Minnesota unique Well No. MINNESOTA DEPARTMENT OF HEALTH County Washington WELL AND BORING Entry Date 11r131N1o2 686580 Quad Lake Elmo Update Date 0511312010 Quad l0 102B RECORD Received Date Minnesota Statutes Cha ter 1031 j Well Name M.M.GOLF ONE Well Depth Depth Completed Date Well Completed Township Range Dir5ection Subsectlons Elevation 961 ft. 300 ft. 1011012002 7.5 minute 300 R. 29 21 lh' 34 DACDAC Elevation Method topographic map Drilling Method Non specified Rotary (+1-6 feet) Well Address 400 KEATS AV Drilling Fluid Well Hydrofractured? ® Yes d No LAKE ELMO rAN'S5042 Otiter From Ft. to Ft. Use Irri ation Geological Material Color Hardness From To Casing Type Steel(blacker love carbon) Joint Welded Drive Shos? SANDIGRAVEL BROWN MEDIUM 0 152 LIME YELLOW SOFT 152 300 Yes ® No AbovelBetow ft Casing Diameter Weight Hole Diameter i 20 in.to 15 ft. 78:6 lbs.lft. 20 in.to 20 fL 10 in.to 152 ft. 40.48 lbs.Kt: 15 in.to 152 ft. OU2 bole from 152 it to 300 ft. Screen NO Make Type Diameter Slot/Gauze Leragtia Set Between I I � Static Water Level �... I 120 ft, from Land surface Date Measured 10103/2002 PUMPING LEVEL(below land surface) 150 ft, after 6 hrs,pumping 300 .. m. e Well Head Completion Pilless adapter manufacturer Mode[ El Casing Protection ® 12 in,ri3ovegrade 11 At-grade(Environmental Wells and Bodngs ONLY) { WELL INSPECTION BY 1,40H FOUND ONLY 15 FT.OF 20 IN,CASING IN TtlE WELL. Grouling Information Well Grouted? ® Yes F No Grout Material- Ncat Cement from 0 to 152 ft. 5 yrcJs. Lacated by: Minnesota Department of Method: D[ itizalon(Screen)-Map Health (1:24,000) Unique NumberVeriflcatiew N/A Input Date: 103003 _ System: UTU-Nad93,Zone 15,Metm %: 507375 Y: 4977762 Nearest Known Source of Contamination _feet _direction ,type VJcll disinfected upon completion? E Yes J No Pump El Not installed Date Installed 101101,200 Manuiacturer's name BERKELEY Model number 7-T120.15 3 HP15 Volts Lengthof drop Pie 189 ft Ca of 250 . .m Tyne Submersible Material Abandoned Wolis Does property have any not In use and not sealed wel(s)? d Yes ® No m Variance Was a variance granted from the MDH for this well? Yes R No First Bedrock Prairie Du Chien Group Well Contractor Certification Aquifer Prairie Du Chien Group ftlmmes-BauerDriNi,�g 19738 MILLER,U Last Strat Praire Du Chien Group Depth to Bedrock 152 fL license Business Name Lic.Or Reg.No. Marne of Driller _T Coup Well Index Online Repot Printed 1 112 712 0 1 2 mb-tml. file://\\fleni 1projeete1201.2 1 1 blldocs\EnNir\EA ackgro lid\ Iel1 Log Report 2/26/2013 Appendix D State Historic Preservation Office Correspondence Savona EAW Washington County, Minnesota This page is intentionally blank r David Weetmmn I From: Bean Sather Sent: Wednesday, November 28,2012 3:02 PM To: David Weetman Subject: FW-. Property Search From:Thomas Cirtadr[rnailto.thomas.cinadl�a mt.h�.or Sent: Wednesday, November 28, 2012 2:18 Phi { To: Dean Sather ! Subject: Re: property Search i THIS E MAIL IS NOT A PR J.E CT CLEARANCE. This message simply reports the results of the cultural resources I database search you requested. The database arch produce results for only previously known archaeological sites and historic properties. lease read the note below carefully, No archaeological sites or historic structures were identified in a search of the lklinnesota Archaeological Inventory and Historic Structures Inventory for the search area requested. ! The result of this database search provides a listing of recorded archaeological sites and historic architectural properties that are I included in the current SHPf"1 databases.Because the majority of archaeological sites in the state and many historic architectural properties have not been recorded,important sites or structures may exist within the search area and may be affected by development projccts within that area.Additional research,including field survey,may be necessary to adequately assess the area's potential to contain historic properties. If you require a comprehensive assessmentt of a project's potential to impact archaeological sites or historic architectural properties, i you may need to Dire a qualified archaeologist and/or historian.If you treed assistance with a project review,please contact belly Gragg-Johnson in Review and Compliance C 651-259-3455 or by email at kelly UaggJghnson—@nMhs,ora, The Minnesota SHPO Survey Manuals and Database Metadata and Contractor Lists can be found at httD:/Iwvnv.mnhs.ore/sbyo/saarvev/i nventor•ies.btm I f s i Toni Una& t �I . ................. ................ ..................... . . .......... ------- .......................... Survey and Information Management Coordinator Minnesota State Historic Preservation Office Minnesota Historical Society 345 Kellogg Blvd.West St. Paul, MN 55102 651-259-3453 On Wed, Nov 21, 2012 at 10:32 AM, Dean Sather<Pegn.Satherwe�stwood�sxa wrote: Mr. Cinadr, I am requesting a Cultural Resource Database search for the following property located in Washington County: Township 29 North Range 21 West Section 34 Please let me know if you have any questions or concerns regarding this request. Thank you, Dean T. Sather,MA,RPA Archaeologist/Principal investigator Licensure MN#11-007 Westwood Professional Services Serving clients across the Nation DntEcT 952-906-7488 2 Appendix E Traffic Impact Study Savona EAW Washington County, Minnesota This page is intentionally blatik Traff ic Impact Study to be inserted when finalized. 7599 Anagram DHve Eden Prairie,MN 55344 PHONE 952-937-5150 FAX 952.937-5822 Westwood TOLL FREE 888-937-5150 DRAFT www.westwoodps.com MEMORANDUM Date: April 9, 2013 Re: Savona: Traffic Study Lake Elmo, Minnesota File 20121161.00 To: Joe Jablonski, Land Development Manager, Lennar From: John M. Hagen, P.E.,PTOE, Senior Transportation Engineer Cindie Flaig, Traffic Specialist Executive Summary As part of the on-going Environmental Assessment Worksheet(EAW) for the proposed Savona development, the City of Lake Elmo requested that a traffic study be completed in order to determine the traffic-related impacts associated with the proposed Savona residential development located in the northwest quadrant of the Keats Avenue(CSAH 19) intersection with Hudson Boulevard in Lake Elmo, Minnesota. The proposed development will consist of 190 single-family and 122 multi-family lots. The study results are summarized in the following paragraphs,with detailed information provided in the body of the memorandum. Existing Conditions: Results of the traffic operations analysis indicate that all of the key intersections are currently operating at an acceptable LOS C or better during the a.rn. and p.m. peak hours, with the existing traffic control and geornetric layouts. A review of the vehicular queues revealed that vehicles in the southbound through lanes currently back up past the existing left- and right-turn lanes approximately 2 percent of the p.m. peak hour. However, the existing lagging left-turn signal phase helps to minimize the negative operational impacts of this occasional blockage of the southbound turn lanes. Proposed Development. It is anticipated that the proposed Savona residential development will be fully build-out by the year 2018. The proposed development will consist of 190 single-family and 122 multi-family lots. Access to the proposed development will be via a new east-west minor collector located between 10th Street(CSAH 10) and Hudson Boulevard. This new east- west collector roadway was initially identified in the City of Lake Elmo's Transportation Plan. As part of this project, the east-west collector roadway will be constructed from Keats Avenue (CSAH 19)to the western edge of the proposed Savona residential development(or approximately 3/4-mile west of Keats Avenue). Ultimately, the east-west collector roadway will Land and Energy i)Fvrt_opmF. i CONsu 'TANrs April 9, 2013 Page 2 be extended to connect to Inwood Avenue(CSAH 13). However,the completion of this future connection will be dependent on the development of the adjacent properties. The proposed Savona development will generate an estimated 2,518 trips on an average weekday, 197 trips during the a.m. peak hour(with 45 inbound and 152 outbound trips), and 253 trips during the p.m.peak hour(with 162 inbound and 91 outbound trips). A comparison of the proposed development with the assumed land uses in the City of Lake Elmo's transportation plan revealed that the proposed Savona residential development appears to be consistent with the land use assumptions included in the Lake Elmo Comprehensive Plan. Future Year 2018 No Build Conditions. The year 2018 no-build analysis revealed that all intersections are expected to continue to operate at acceptable LOS C or better during the peak hours under the year 2018 no-build conditions with existing geometrics and signal timing. Not surprisingly, the review of the vehicular queues revealed the same minor queuing issues reported during the existing conditions on the southbound approach of Inwood Avenue(CSAH 1.3) at the Inwood Avenue(CSAH 13) intersection with Hudson Boulevard during the p.m. peak hour will continue under the year 2018 no-build. Under year 2018 no-build conditions, the vehicular queues from the southbound through movement will back up past the existing left- and right-turn lanes approximately 6 percent of the p.m. peak hour(versus 2 percent under existing conditions). However, once again the existing lagging left-turn signal phase helps to minimize the negative operational impacts of this occasional blockage of the southbound turn lanes. The increase in the background traffic from the existing conditions and the year 2018 no-build conditions result in another potential queuing issue in the future during the p.m. peak hour. The review of the vehicular queues also revealed that vehicles in the heavy eastbound to southbound movement from 1-94 to CSAH 19 spill-out beyond the long eastbound dual right-turn lane approximately 1 percent of the p.m. peak hour. The existing traffic signal timing at the Keats Avenue(CSAH 19)intersection with the South 1-94 Ramps should be monitored and may need to be adjusted in the future in order to minimize the likelihood of the vehicular queues of this heavy eastbound to southbound movement from spilling beyond the existing dual right-turn lanes and blocking access to the eastbound shared left-turn/through lane during the p.m.peak hour. Future Year 2018 Full Build-out Conditions: The analysis results for year 2018 frill build-out conditions indicate that all of the key intersections will continue to operate at an acceptable LOS C or better during the a.m. and p.m. peak hours, with the existing traffic control and geometric layouts. Similar to the no-build conditions, a review of the year 2018 full build-out conditions vehicular queues revealed that the same minor queuing issues reported on the southbound approach of Inwood Avenue(CSAH 13) at the Inwood Avenue (CSAH 13) intersection with Hudson Boulevard; and the eastbound approach of the 1-94 South Ramps at the Keats Avenue (CSAH 19) intersection during the p.m. peak hour. Under year 2018 build conditions, the vehicular queues from the southbound through movement at the Inwood Avenue(CSAH 13) April 9, 2013 Page 3 intersection with Hudson Boulevard will back up past the existing left- and right-turn lanes approximately 8 percent of the p.m. peak hour(versus 6 percent under no-build conditions); and the eastbound right-turning vehicles from I-94 to southbound CSAH 19 will continue to spill-out beyond the existing eastbound dual right-turn lane approximately 1 percent of the p.m. peak hour. The existing lagging left-turn signal phase at the Inwood Avenue(CSAH 13) intersection with Hudson Boulevard will continue to help minimize the negative operational impacts of this occasional blockage of the southbound turn lanes. The existing traffic signal timing at the Keats Avenue(CSAH 19)intersection with the South I-94 Ramps should be monitored and may need to be adjusted in the future in order to minimize the likelihood of the vehicular queues of this heavy eastbound to southbound movement from spilling beyond the existing dual right-turn lanes and blocking access to the eastbound shared left-turn/through lane during the p.m. peak hour. This potential signal timing adjustment would be needed with or without the proposed Savona development. Secondary Access to Inwood Avenue(CSAH 13)or Hudson Boulevard. The proposed Savona residential development will construct a portion of 5th Street from Keats Avenue(CSAH 19)to the western limits of their site. As the remaining available land north of I-94 between Keats Avenue(CSAH 19) and Inwood Avenue(CSAH 13 develops, a secondary access may be needed to either Inwood Avenue(CSAH 1.3)to the west or Hudson Boulevard to the south, in order to relieve pressure on the proposed Keats Avenue(CSAH 19) intersection with 5th Street. Based on the results of the traffic operations analysis, the intersection of Keats Avenue(CSAH 19) and 5th Street can accommodate 100 percent(or the full build-out)of the ultimate 796 dwelling; units assumed by the City's comprehensive plan to be directly served by the proposed east-west collector(5th Street)before a secondary access is needed to relieve pressure on the intersection. Con clusions/Recontmendations: The existing roadway system and traffic control will be able to accommodate the proposed Savona residential development, assuming the construction of the proposed 5th Street from Keats Avenue(CSAH 19)to the western limits of the project to provide access in/out of the site. April 9,2013 Page 4 Existing Conditions The proposed development is located in the northwest quadrant of the Keats Avenue(CSAH 19) intersection with Hudson Boulevard in Lake Elmo, Minnesota (see Figure 1: Project Location). Keats Avenue(CSAH 19), in the vicinity of the proposed development, is a divided four-lane roadway with an existing speed limit of 55 mph north of Hudson Boulevard and 50 mph south of Hudson Boulevard. Hudson Boulevard is a two-lane undivided roadway, and serves as north frontage road to 1-94. The existing speed limit along Hudson Boulevard is 50 mph. Inwood Avenue(CSAH 13),to the west of the proposed development, is a divided four-lane roadway with an existing speed limit of 45 mph north in the vicinity of Hudson Boulevard. An operations analysis was conducted for the a.m. and p.m. peak hours at the following key intersections in order to determine how traffic conditions currently operates in the study area: ® Keats Avenue(CSAH 19) at I Oth Street(CSAH 10) Keats Avenue(CSAH 19) at Hudson Boulevard ® Keats Avenue(CSAH 19) at North 1-94 Ramps ® Keats Avenue(CSAH 19)at South 1-94 Ramps Inwood Avenue(CSAH 13) at Hudson Boulevard All key intersections were analyzed using Synchro/SimTrat c software. The existing signal timing(provided by the Washington County)was used in the analysis. Existing peak hour turning movement counts were collected by Westwood Professional Services in March 2013 at the Keats Avenue(CSAH 19) intersections with 1 Oth Street(CSAH 10),Hudson Boulevard, and the North I-94 Ramps. Washington County staff provided year 2010 counts at the Keats Avenue (CSAH 19) intersection with the South 1-94 Ramps and the Inwood Avenue (CSAH 13) intersection with Hudson Boulevard. Since there have been no major changes in this area and relatively stagnant economic conditions since the year 2010 traffic counts were taken by the County, the year 2010 traffic volumes were deemed to be a reasonable reflection of existing conditions at these two intersections Current geometries and peak hour traffic volumes at the key intersections are shown in Figure 2. Copies of the raw turning movement count data at each of the key intersections are provided in Appendix A. Using the roadway geometric and traffic volume data described above as input,traffic operational analysis was performed per the standards set out in the 2010 Highway Capacity Manual,published by the Transportation Research Board. Synchro/SimTraffic 7 was used to complete the analysis. m s 71 Ll w aj ,h mask C Q nil rn �� f r f r x \ � M T �,ntl �1l� n ,-' 2, , P WPM who u Am AllJI PRO Is j F s 1 t N N N � lip 4 C cc swill YQ f� N Y rt e�-I W 9�1i. N N N ry ate. O Yn eMt ^ rn ti 41 Lb (£IT) Z®SOZ (b8Z) y �-- £ ST) bSTT(b89 a 9ZT MOT) �,�►y �. .' any ne9A any s3eaN (9 T (8LE}} OOT (ZT. Z � (991 99T move v rn LA r^ rn 4"s ip � 00 t � } �R s to d C 1 to E E 3 Z "t4 trr m .-. � ❑. W tw in 6W +_ :w m 90T (ObZ) 90NT(ST8) any s;ea)j M� ,^a (6£ S N (NS5 99Z "'q ~ ST (bE) � Ln-1 OLT (S9) 9£i 59) ; N=N (TT) Z +aAV SIMI vi (6(91 HT r-4 Ln H iiRl 3 0 0 M > d'ChO�I .•� 4 w S '^re^n E m.�ccAn Z8T OTT ' ® u E Pmw - 19S �8LIJ t5 4-41 9LT 8ZT m xCL ; 0 C z any poomu (8£) OZ tv a swp (TSLl ZOb � (6E 55 .; t�DN� � r r r a r O J C y P{ to April 9, 2013 Page 7 Two fundamental outputs from the operations analysis are typically used to characterize traffic flow. The first is Level of Service (LOS), a letter grade ranging from"A"(.free flow)to"F" (demand exceeds capacity). Generally,LOS D represents the threshold for acceptable overall intersection operating conditions during a peak hour in the Twin Cities metro area. An average of five SimTraffic simulation runs is reported in the tables in the following sections within the body of this report. Level of service results from SirnTrafflc are reported in the Appendix. The second important output to consider from the operations analysis is queuing. A queue is a line of vehicles waiting to pass through an intersection. While an intersection may be reported as operating at an acceptable level of service, queues from the intersection extending to upstream intersections or driveways could create a potential safety issue. The 95th percentile queue is typically considered the standard for design purposes. The micro simulation component of the model, SimTraffic, is best suited for reviewing vehicular queues between closely-spaced intersections. Any 95th percentile queues that extend to an upstream intersection/driveway are reported in the text below as well as in the detailed results tables presented in the Appendix B. Results of the Synchro/SimTraffic analysis shown in Table 1 indicate that all of the key intersections are currently operating at an acceptable LOS C or better during the a.m. and p.m. peak hours, with the existing traffic control and geometric layouts. Table 1 Existing Peak Hour Capacity Analysis Level of Service Results Intersection Level of Service Intersection Control A.M. Pear PAI. Peak. Keats Avenue(CSAH 19) at All-Way Stop A l B A;' P loth Street(CSAH 10) Keats Avenue(CSAH 19)at Keats Ave. —Free Flow A/B A/ C Hudson Boulevard Hudson Blvd.---Stop Keats Avenue (CSAH 19)at Traffic Signal B C North 1-94 Ramps Keats Avenue(CSAH 19) at Traffic Signal B B South 1-94 Ramps Inwood Avenue(CSAH 13) at Traffic Signal B C Hudson Boulevard (')For signalized intersections,the letter reported represents the LOS for the entire intersection. For unsignalized intersections, the first letter reported is the LOS of the entire intersection,while the second letter(in italics)is the LOS of the worst operating approach. A review of the vehicular queues revealed some existing minor queuing issues on the southbound approach of Inwood Avenue(CSAH 13) at the Inwood Avenue(CSAH 13) intersection with Hudson Boulevard during the p.m. peak hour. The vehicular queues from the southbound through movement currently backs up past the existing left- and right-turn lanes April 9,2013 Page 8 approximately 2 percent of the p.m.peak hour. However, the existing lagging left-turn signal phase helps to minimize the negative operational impacts of this occasional blockage of the southbound turn lanes. The LOS results for the year 2018 full build-out conditions are provided in Appendix B. Proposed Development and Site Access The proposed Savona residential development is located in the northwest quadrant of the Keats Avenue(CSAH 19) intersection with Hudson Boulevard in Lake Elmo, Minnesota. Based on the conceptual site plan dated April 1, 2013 (shown in Figure 3), the proposed development will consist of 190 single-family and 122 multi-family lots. It is anticipated that proposed development will be fully built-out by the year 2018. As shown in.Figure 3, the conceptual site plan indicates that access to the proposed development will be via a new east-west minor collector located between IOth Street(CSAH 10)and Hudson Boulevard. This new east-west collector roadway(hereafter referred to as 5th Street)was initially identified in the City of Lake Elmo's Year 2030 Comprehensive Transportation Plan. As part of this project, Sth Street will be constructed as a two-lane divided roadway with turn lanes provided at major intersections, from Keats Avenue(CSAH 19)to the western edge of the proposed Savona residential development(or approximately 3/4-mile west of Keats Avenue). Ultimately, Sth Street will be extended to connect to Inwood Avenue(CSAH 13). However,the completion of this future connection will be dependent on the development of the adjacent properties. Figure 4 illustrates the future minor collector roadway identified in the City of Lake Elmo's Year 2030 Comprehensive Transportation Plan and the portion of the roadway(5th Street)that will be constructed as part of the proposed Savona development. Comparison of Proposed Development to Lake Elmo Comprehensive Plan In order to detennine if the proposed development is consistent with the land use assumptions included in the City of Lake Elmo's Comprehensive Transportation Plan, a land use comparison was completed. The proposed development is located within the transportation analysis zone (TAZ) 1229C. As shown in Table 2, TAZ 1229C is anticipated to have 796 households by the year 2030, according to the Lake Elmo 2030 Comprehensive Transportation Plan. Table 2 Assumed Development with TAZ 1229C Year 2030 bake Elmo Comprehensive Transportation Plata Lake Elmo Households TAZ 2000 2030 1229C 2 796 S01JFCC: Th<:City of Lake Elmo 2030 Comprehensive Transportation Plan. ny M _ 0 o aD GS N � � ri Q N b Ql� O w! .. x 3 SON sam s f WIN fl4 a N a $ Nor _ C �.JW✓= C � N It �, .: ggp yx O 1- RV s .# W $x In 441 I eT Nm an ➢ ! "S I � � I Vt n `n iq1 1n r �cmi C rx its Of Ell I, C s F J of 4 UA oil lob J ., 0 dMR I ........ ! e z ln cu o x E 0 4 ut a k= V O z � F n {� V9 3 es _................_� _ ..._.......... ! __ _ ....... ?� U C3 1 ✓ 301 k r , \- J. x y .. 1( 4 ' e i 4 i c r _ 1. ` Cl i ...r_ ..... ! ....... ._. .. .. ...._ .. ........ ' c _...............................� 5 , ... .«J P e u+ � O 'as'+c ............'. ila s0. O_ n oac ` C :r7 - wIs Apri19, 2013 Page 11 The Savona residential development is proposing 312 new households to TAZ 1229C. This represents less than 40 percent of the assumed number of households in TAZ by the year 2030. This means that more than 60 percent of the assumed 796 households is still available for the remaining land in TAZ 1229C that is guided for residential land uses. Figure 4 shows the proposed land uses in and around TAZ 1229C. As shown in Figure 5, the proposed development accounts for more than half of the land area within TAZ 1229C that is guided residential. Therefore,the proposed Savona residential development appears to be consistent with the land use assumptions included in the Lake Elmo Comprehensive Plan. Traffic Forecasts Since the fall build-out of the proposed development is assumed by the year 2018, future traffic volumes were developed for the year 2018. Year 2030 average daily traffic volumes on area roadways (based on the City of Lake Elmo and Washington County Transportation Plans) will also be presented for informational purposes. Year 2018—No-Build Traffic Volumes The year 2018 no-build scenario assumes that the Savona site does not develop. Existing traffic volumes were increased at a rate of 1.7 percent per year in order to account for background traffic growth in the area. This growth rate was based on the current traffic volume projection factors for Washington County published by MnDOT. Year 2018—Full Build-Out Traffic Volumes The year 2018 full build-out scenario assumes that the proposed Savona residential development is fully built-out. Future year 2018 full build-out volumes were developed by adding the development-related traffic from the Savona development to the Year 2018 no-build traffic volumes. Year 2030—Traffic Volumes Washington County staff requested that forecast year 2030 traffic volumes on area roadways (based on City/County comprehensive plans)be included in the traffic study for informational purposes. Forecast year 2030 volumes were taken from the City of Lake Elmo's Year 2030 Comprehensive Transportation Plan and Washington County's 2030 Comprehensive: A Policy Guide to 2030— Transportation. Ch \\ 1 INS .all! WISH e f tj ------------ f •' 'T 7 li � v S S O ff i uk fipo a. 3 F r • '.� � q m N Y1 M mv tl A". Val o N �,.� "` r-' '�`� -•e 4��^1`a'v-� of Apri19, 2013 Page 13 Trip Generation Trip generation estimates for the a.m and p.m.peak periods and on a daily basis were calculated for the proposed Savona residential development. The trip generation estimates were developed based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. The trip generation estimates for the proposed development are shown in Table 3. Table 3 Trip Generation Estimate: Savona Residential Development Average AM Peak Hour PM Peak flour Land Use Size Weekday- s In Out Total In Out Total Single-Family Residential 190 DUs 1,810 36 107 143 120 70 190 Multi-Family Residential 122 DUs 708 9 45 54 51 4$ 99 Net New Trips 2,518 45 152 197 162 91 253 (I)The trip generation estimates were based on the 2012 ITE Trip Generation Manual,9th Edition. As shown in Table 3, the proposed Savona residential development would generate approximately 2,518 trips on an average weekday, 197 trips during the a.m. peak hour(with 45 inbound and 152 outbound trips), and 253 trips during the p.m.peak hour(with 162 inbound.and 91 outbound trips). The trips generated by the proposed development were assigned to the adjacent roadway system using the directional distribution shown in.Figure 6. The directional distribution shown in Figure 6 was based on existing population, traffic patterns, and adjacent roadways system The resultant year 2018 no-build and traffic volumes are shown in Figures 7 and 8,respectively. The forecast year 2030 traffic volumes on area roadways(based on the City of Lake Elmo and Washington County Transportation Plans) are shown in Figure 9. 6L Ln k Cl LU --he N c k s h -c a L g, any a} cn OYCOI ` •> cc r f � R \ O V O M ._. i S� en �-I n Ln z o a Z��_ Ln Ln Q 14 O rm c _ LnN.l OS SZt) Ir, < z4_SZZ (OT£) o ram. SEt OTT) 44� �09ZT 54L any s;ea)l any S;eaN �OT) S (Otb) OTT ST) 4 (SL 08T IS S o�Ln 0 Mz !Z w 00 0 40 ff � � O ra ra � .n SZbt{09Z)068 � � I o any sjeaN V1Net (4b OT (Sb9� 06Z O LOAN OZ (L£) L�o�O �— SS (0£Z) 04T OL) ., L`nc1��Lm (4t) 4 any s7.eak (SOT) SOZ _"®' 4 _ Lno A ° N cli� _ � r �s Ln 16 LO Ln M`a'2 Ln Ln Ln Ow _OOZ (0ZS}} i —OT9 JOSS } �, (Ob OZ any poomul a' Pei o s (OZ8 ON? (Sb 09 Ln CD CD _ a, esl EP6 y H a� -'u�� tea" 05Zt54L � - 09 ptl� and Siea�i 5 r � 05L OZt1 55ti --p antl ¢a}3 ��l�1 at Z (5 5 5 'nrxn 5 taszl �os4t 5o61 or,-, (09 t06�1 0 C (559 50£ tSZ scm� n arc s antl s�ea� (5(OZ osz o4 cts td7 � ate.. ry cx3 8 & o 16 a Mc CC 1 06t 04t � CA. (54) 5z Obb ..�-0, t0tss4� 09 ,fl o x q 1 , 1 M 0 cya i M C! a LL u •s '' _ A, A � � z Ar ON 19ro 41 C� a u , R " x K � � c o0Vf 4 d C C 0 E •. f$ {..'° O is J4 n yy aiir E Otte TPOb yy� r,%I? 2013 Page 18 Future Conditions To determine how well the existing roadway system would accommodate the future traffic volumes, an a.m. and p.m. peak hour operations analysis was conducted for the year 2018 no- build and full build-out conditions. Year 2018 No-Build Conditions As shown in Table 4, all intersections are expected to continue to operate at acceptable LOS C or better during the peak hours under the year 2018 no-build conditions with existing geometries and signal timing. Table 4 Year 2018 No-Build Pear 11€ ur Capacity Analysis Level of Service Results Intersection Level of Service " Intersection Control A.M. Peak P.M. Peak- Keats Avenue(CSAH 19) at All-Way Stop A/B A/B IOth Street(CSAH 10) _ Keats Avenue(CSAH 19) at Keats Ave.—Free Flow A/B A/ C Hudson Boulevard Hudson Blvd. —Stop Keats Avenue(CSAH 19)at Traffic Signal C C: North I-94 Ramps Keats Avenue(CSAH 19)at Traffic Signal B C South I-94 Ramps Inwood Avenue(CSAH 13) at Traffic Signal B. 0 Hudson Boulevard (')For signalized intersections,the letter reported represents the LOS for the entire intersection. For unsignalized intersections, the first letter reported is the LOS of the entire intersection,while the second letter(in italics)is the LOS of the worst operating approach. Not surprisingly, the review of the vehicular queues revealed that the same minor queuing issues reported during the existing conditions on the southbound approach of Inwood Avenue(CSAH 13) at the Inwood Avenue(CSAH 13) intersection with Hudson Boulevard during the p.m. peak hour will continue under the year 2018 no-build. Under year 2018 no-build conditions, the vehicular queues from the southbound through movement will back up past the existing left- and right-turn lanes approximately 6 percent of the p.m. peak hour(versus 2 percent under existing conditions). However, once again the existing lagging left-turn signal phase helps to minimize the negative operational impacts of this occasional blockage of the southbound turn lanes. The increase in the background traffic from the existing conditions and the year 2018 no-build conditions result in another potential queuing issue in the future. The review of the vehicular queues also revealed that vehicles on the eastbound dual right-turn lane of the South 1-94 Ramp Apri19,2013 Page 19 approach to the Keats Avenue(CSAH 19) intersection will extend approximately 590 feet back from the intersection. This is primarily due to the high number of existing(1,220) and future year 2018 (1,330) eastbound right-turning vehicles from 1-94 to southbound CSAH 19 during the p.m. peak hour. However, since the existing eastbound dual right-turn lane currently has 540 feet of storage provided, the vehicular queues will only spill-out beyond the eastbound dual right-turn lane approximately 1 percent of the p.m. peak hour. The existing traffic signal timing at the Keats Avenue(CSAH 19) intersection with the South 1-94 Ramps should be monitored and may need to be adjusted in the future in order to minimize the likelihood of the vehicular queues of this heavy eastbound to southbound movement from spilling beyond the existing dual right- turn lanes and blocking access to the eastbound shared left-tum/through lane during the p.m. peak hour. The LOS results for the year 2018 no-build conditions are provided in Appendix C. Year 2018 Full Build-Out Conditions A year 2018 full build-out analysis was conducted in order to determine how the existing roadway system can accommodate the proposed development-related traffic volumes. It should be noted that the year 2018 full build-out scenario assumes the existing roadway system and intersection traffic control at the key study intersections with the exception of the new intersection of Keats Avenue(CSAH 19)with 5th Street. For the purposes of the year 2018 full build-out analysis, the following lane configuration and traffic control assumptions where included at the Keats Avenue(CSAH 19) intersection with. 5th Street: Assumptions for the Keats Avenue (CSAH 19)/5th Street Intersection: • Northbound Keats Avenue(CSAH 1.9)Approach: o Free-flow o 'Three(3)approach lanes(consisting of 1 —left-turn lane&2 —through lanes) • Southbound Keats Avenue(CSAH 19)Approach: o Free-flow a Three (3)approach lanes(consisting of 2—through lanes & 1 —right-turn lane) • Eastbound 5th Street Approach: a Stop-Controlled o Two(2)approach lanes(consisting of 1 — left:-turn.lane& 1 —right-turn.lane) The results of the year 2018 full build-out analysis are shown in Table 5. As shown in Table 5, all intersections are expected to continue to operate at acceptable LOS C or better during the peak hours under the year 2018 full build-out conditions with the existing geometrics and signal timing, and the proposed 5th Street. April 9, 2013 Page 20 Table 5 Year 2018 Pull Build-Out Peak Hour Capacity-Analysis Level of Service Results Intersection Le-:cl of Service fl} Intersection Control A.M. Peak P.-NI. Leah. Keats Avenue (CSAH 19) at All-Way Stop A/B A /13 1Oth Street (CSAH 10) Keats Avenue(CSAH 19)at Keats Ave.—tree Flow A/A A/A 5th Street 5th Street--Stop Keats Avenue(CSAH 19) at Keats Ave.—Free Flow A/B A/C I Judson Boulevard Hudson Blvd.—Stop Keats Avenue(CSAH 19) at Traffic Signal C C I-94 Norlla Ramps Keats Avenue (CSAH 19)at Traffic Signal C C 1-94 South Ramps Inwood Avenue(CSAH 13) at Traffic Signal B C Hudson Boulevard (')For signalized intersections,the letter reported represents the LOS for the entire intersection. For unsignalized intersections, the first letter reported is the LOS of the entire intersection,while the second letter(in italics)is the LOS of the worst operating approach. Similar to the no-build conditions, a review of the year 2018 full build-out conditions vehicular queues revealed that the same minor queuing issues reported on the southbound approach of Inwood Avenue(CSAH 13) at the Inwood Avenue(CSAH 13) intersection with Hudson Boulevard, and the eastbound approach of the I-94 South Ramps at the Keats Avenue (CSAH 19) intersection during the p.m. peak hour. Under year 2018 no-build conditions, the vehicular queues from the southbound through movement at the Inwood Avenue(CSAH 13) intersection with Hudson Boulevard will back up past the existing left- and right-turn lanes approximately 8 percent of the p.m.peak hour(versus 6 percent under no-build conditions); and the eastbound right-turning vehicles from I-94 to southbound CSAH 19 will continue to spill-out beyond the existing eastbound dual right-turn lane approximately I percent of the p.m. peak hour. As previously mentioned, the existing lagging left-turn signal phase at the Inwood Avenue (CSAH 13) intersection with Hudson Boulevard helps to minimize the negative operational impacts of this occasional blockage of the southbound turn lanes. The existing traffic signal timing at the Keats Avenue(CSAH 19) intersection with the South I-94 Ramps should continue to be monitored and adjusted as needed in order to minimize the likelihood.of the vehicular queues of this heavy eastbound to southbound movement from spilling beyond the existing dual right-turn lanes and blocking access to the eastbound shared left-turn/through lane during the p.m. peak hour. The LOS results for the year 2018 full build-out conditions are provided in Appendix D. April 9, 2013 Page 21 Secondary Access to Inwood Avenue (CSAH 13) or Hudson boulevard As mentioned previously, the proposed Savona residential development will construct a portion of 5th Street from Keats Avenue(CSAH 19)to the western limits of their site. As the remaining available land north of 1-94 between Keats Avenue(CSAH 19) and Inwood Avenue(CSAH 13 develops, a secondary access may be needed to either Inwood Avenue(CSAH 13)to the west or Hudson Boulevard to the south, in order to relieve pressure on the proposed Keats Avenue (CSAH 19) intersection with 5th Street. Consistent with the City's transportation plan,the Inwood Avenue(CSAH 13) connection will ultimately be completed as the remaining land to the west develops. Therefore,this additional analysis will focus on identifying when a secondary access to 5th Street via Hudson Boulevard may be needed based on the future traffic operations at the Keats Avenue(CSAH 19) intersection with 5th Street. The following methodology was utilized to estimate when a secondary access to 5th Street via Hudson Boulevard may be needed based on the future traffic operations at the Keats Avenue (CSAH 19) intersection with 5th Street. The forecast year 2018 full build-out traffic volumes were used as a base. The traffic volumes in/out of 5th Street were increased in 10 percent increments until the traffic operations at the Keats Avenue(CSAH 19) intersection with 5th Street falls below acceptable LOS D. The resultant increase in traffic will then be documented, and an equivalent build-out percentage of the available land within TAA 1229C be identified. Based on the results of this iterative analysis,the Keats Avenue(CSAH 19) intersection with 5th Street can accommodate approximately 200 percent additional traffic to/from 5th Street than the year 2018 full build-out traffic volumes before the traffic operations of the eastbound left- turn from 5th Street to northbound Keats Avenue(CSAH 19)breakdowns during the p.m. peak hour and delays for this movement become unacceptable. This 200 percent additional traffic during the p.m. peak period corresponds to approximately 500 additional single-family homes build-out of the available land in TAZ 1229C. Since the City of Lake El no's transportation plan assumed 796 households in TAZ 1229C by the year 2030, and the proposed Savona development accounts for 312 of the assumed 796 dwelling units, a total of 484 households remain in the TAZ's allotment before it exceeds the development level assumed in the comprehensive plan. These 484 dwelling units are approximately equal to the equivalent number of additional single- family homes that will generate enough traffic to either trigger the need for a secondary access to 5th Street,or require improvements to the Keats Avenue(CSAH 19) intersection with 5th Street. Therefore, the intersection of Keats Avenue(CSAH 19) and 5th Street can accommodate 100 percent(or the full build-out)of the assumed 796 dwelling units in TAZ 1229C before a secondary access is needed to relieve pressure on the intersection. It should be noted that this analysis looked exclusively at traffic operations as a trigger for the future need of a potential secondary access to serve the development along 5th Street. Other items such as fire, life,and public safety issues will also need to be considered when considering the timing/need for a secondary access. Apri19,2013 Page 22 Conclusions and Recommendations Based on our review of the proposed Savona residential development, we offer the following conclusions and recommendations for your consideration: • All of the key intersections are currently operating at an acceptable LOS C or better during the a.m. and p.m. peak hours, with the existing traffic control and geometric layouts. • The proposed Savona residential development will consist of 190 single-family and 122 multi-family lots. It is anticipated that the proposed Savona residential development will be fully build-out by the year 2018. • The proposed Savona development will generate an estimated 2,518 trips on an average weekday, 197 trips during the a.m. peak hour(with 45 inbound and 152 outbound trips), and 253 trips during the p.m. peak hour(with 162 inbound and 91 outbound trips). • Under year 2018 no-build conditions, all of the key intersections will continue to operate at an acceptable LOS C or better during the a.m. and p.m. peak hours, with the existing traffic control and geometric layouts. • Under year 201.8 full build-out conditions, all of the key intersections will continue to operate at an acceptable LOS C or better during the a.m. and p.m. peak hours, with the existing traffic control and geometric Iayouts. • A review of the vehicular queues revealed some minor queuing issues reported on the southbound approach of Inwood Avenue(CSAH 13) at the Inwood Avenue(CSAH 13) intersection with Hudson Boulevard; and the eastbound approach of the I-94 South Ramps at the Keats Avenue(CSAH 19)intersection during the p.m. peak hour under the existing, year 2018 no-build, and the year 2018 build conditions. The vehicular queues from the southbound through movement at the Inwood Avenue(CSAH 13) intersection with Hudson Boulevard will back up past the existing left- and right-turn lanes approximately 2 to 8 percent of the p.m.peak hour(depending on the analysis year); and the eastbound right-turning vehicles from I-94 to southbound CSAH 19 will continue to spill-out beyond the existing eastbound dual right-turn lane approximately 1 percent of the p.m. peak hour under year 2018 no-build and build conditions. The existing lagging left-turn signal phase at the Inwood Avenue(CSAH 13) intersection with Hudson Boulevard helps to minimize the negative operational impacts of the occasional blockage of the southbound turn lanes. The existing traffic signal timing at the Keats Avenue(CSAH 19) intersection with the South 1-94 Ramps should be monitored and may need to be adjusted in the future in order to minimize the likelihood of the vehicular queues of this heavy eastbound to southbound movement from spilling beyond the existing dual right-turn lanes and blocking access to the eastbound shared left- turn/through lane during the p.m. peak hour. This potential signal timing adjustment would be needed with or without the proposed Savona development. April 9, 2013 Page 23 • Based on the results of the traffic operations analysis, the intersection of Keats Avenue (CSAH 19) and 5th Street can accommodate 100 percent(or the full build-out)of the ultimate 796 dwelling units assumed by the City's comprehensive plan to be directly served by the proposed east-west collector(5th Street)before a secondary access is needed to relieve pressure on the intersection. Therefore,the existing roadway system and traffic control will be able to accommodate the proposed Savona residential development, assuming the construction of the proposed 5th Street from Keats Avenue(CSAH 19)to the western limits of the project to provide access in/out of the site. Attachments: Appendices A—D(Traffic Counts and Detailed Operations Analysis) cc: Kyle Klatt, Lake Elmo Planning Director Jack Griffin, Lake Elmo City Engineer .Toe Gustafson, Washington County Transportation Engineer P.i201211611docslTrafficlReporADR,IFT Savona TIS 4-0.9-2011doar Appendix A Peak Hour Turning Movement Volumes Westwood Professional Services, 7699 Anagram Drive Eden Prairie, MN 55344 File Name : 3 Site Code : 00003001 Start Date : 3/27/2013 Page No : 1 _......._ _ Groups Printed-Unshifted-Bank 1 CSAH 19 10th Street N. CSAH 19 10th Street N. _.•_• Southbound Westbound __ Northbound.._._ { Eastbound I LStart Time Left Thru Right;Peds nuF•ra,i i Left Tttru _i ht Peds n Taw i Left' Thru Ri ht i Peds? n rowT r Left Thru Right Peds I ncn.TaU: Itll_T0t21 06:30 0 0 0 0 01 19 27 0 0 46 15 0 8 0 23 0 12 5 0 17 86 ._06:45! 0 ._...._fl- - 0 -0.�.._._1.3 36 --�--........0 _ 49 I 24 0. ?--0-- 26 0.� _.. .9 -0 15 90_. Total 0 0 0 0 0 1 32 63 0 0 95 39 0 10 0 49 0 18 14 0 32 176 07:00! 0 0 0 0 01 18 39 0 0 57 28 1 5 0 341 1 11 5 0 17 108 07:15 0 1 0 0 1 ' 27 63 0 0 901 31 0 11 0 42 I 0 21 6 0 27 160 07:30 0 0 0 0 0 . 17 55 0 0 72; 30 1 20 0 51 1 16 11 0 28 l 151 _ 07:45 _0 _•__0 1 0 1 1 _21 58 1 • -0 80 33 2-__10 0 45 1•___,-21 1_5 0�37 163- Total 1 0 1 1 0 21 83 215 1 0 299 122 44 46 0 172 3 69 37 0 1091 582 08:00 1 0 1 0 2 19 28 0 0 471 26 0 4 0 30 1 12 17 0 30 109 08:15 0 0 1 0 1 17 49 3 0 69I 20 0 9 0 29 1 16 12 0 29 128 ° *BREAK*** Total i 1 0 2 0 3 36 77 3 0 116 1 46 0 13 _0 59 2 28 29 0 59 237 ***BREAK"* irazo 1 1 0 1 0 2 19 21 0 0 40 i 2 2 1 0 5 10 23 1 0 34 24 3 22 0 49! 1 36 25 0 621 153 16:15 24 5 18 0 47� 1 43 38 0 82 j 168 16:30 2 1 1 0 4 14 37 0 0 511 31 1 34 0 66 4 53 52 1 1101 231 16:45, _ 0 _ 4 0 • 0 4 r 20 27-__0 0 47�- 26 3 24 1_ 54 2 60 41 0_._.-.,.._.,,103 208 Total 5 7 3 0 15 63 108 1 0 172 i 105 12 98 1 216, 8 192 156 1 3571 760 17:00 2 3 0 0 5 15 27 0 0 42 15 5 24 0 44` 1 68 41 0 110' 201 17:15 2 4 0 1 7 18 28 1 0 47. 24 5 27 0 56 I 2 58 49 0 109 219 17:30 2 2 2 0 61 12 33 1 0 461 22 4 35 0 61 ' 1 61 35 0 97 210 17:45 2 __--2 4 0- S 11•_••_••.19 1 -_ 0 31 29 1 14 0 __ 44 3 56 27_,_••,•,_,_,0 86 169 Total 1 8 11 6 1 26 56 107 3 0 1664 90 15 100 0 2051 7 243 152 0 402 799 Grand Total I 14 19 12 1 461 270 570 8 0 848 402 31 267 1 701 i 20 550 388 1 9511 2554 Apprch /o i 30.4 41.3 26.1 2.2 31.8 67.2 0.9 0 57.3 4.4 38.1 0.1 1 2.1 57.4 40.5 0.1 J Total%- 0.5 07 -0.5 0 1.8 10.6 22.3_ 0.3 033.2 15.7_ 1.2 10.50 27.4 r 0,8_,.21.5 15.2 0 37.5 _ Unshifted 14 19 12 1 46 3-270 570 8 0 848, 402 31 267 1 701 = 20 550 388 1 5 T2554 %Unshifted 100 100 100 100 100 100 100 100 0_ 1o0 i 100 .1.00_._. 100 100 100 100 100 100 100 10:0]-_-100 Bank 1 0 0 0 0 0 0 0 0 0 0 %Bank 11 0 0 0 0 0! 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 01 0 Westwood Professional 7699 Anagram Drive Eden Prairie, MN 55344 File Name : 3 Site Code : 00003001 Start Date : 3/27/2013 Page No : 2 CSAH 19 10th Street N. 1 CSAH 19 10ttt Street N. Imo-•. _ . I SouthboundT—,,.•,_.... Westbound 1 �.Northbound —�...._ Eastbound.__..__._.__.-I ' Start Time! Left That I Ri ht Peds I App,row Left Thru Right Peds, Acu.Tote —Le Thru Rip ht_ Peds,- n�p_raie�I_Left Thru Right Peds f�,p,�Ini i.rota Peak Hour Analysis From 06:30 to 11:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 07.15 1 0 1 0 0 1 I 27 63 0 0 90 31 0 11 0 42 0 21 6 0 271 160 07:30 0 0 0 0 01 17 55 0 0 72 ; 30 1 20 0 51 1 16 11 0 281 151 07:45�1 0 0 1 0 1 21 58 1 0 80 1 33 2 10 0 45 1 21 15 0 37 163 08:001 1 0_,_•_„ 1 _- 0 2i ._1.9_ 28 Q 0 47 26 0 4 0 30 I 1 12 17 0 30 __109 Total Volume 1 1 2 0 4 _ I.. �. I 84 204 1 0 2891 120 3 45 Q 168 r 3 70 49 0 122; 583 %A .Total 25 25_ 50 0 1 29.1 70.6 0.3 0 '_71.4 1.8 26.8 0 2.5 57.4_ 40.2—.—.0 PHF_[ .250 .250 530 ,WO 500 I .778 .810 .250 Ooq ,803. .909 .375 563 .000 .824.__750„_,,,,,_:833 .721 .000 .824„„�,_, AH 19 Out In Total � E- _�11 I 21 11 T�4J j Right T1bv Left Peds 1 � *J j! L► J• II i i I Peak Flour Data Z I3 North y As � IF-► NNI 3 F eak Hour Begins at 07:- I�ir o Unshifted �` ��� z �� I�.II �.-.- — Bank 1 IJ o_ I � 1 eft u�RI ht Peds f 1 3� 45 I Q II 1 ! L4i _ 168J 3D2 j I Out In Total ProfessionalWestwood , I 7699 Anagram Drive Eden Prairie, MN 55344 File fume : 3 Site Code : 00003001 Start date : 3/27/2013 Page No : 3 CSAH 19 10th Street N. CSAH 19 10th Street N. Southbound _ Westbound.. L, Northbound I Eastbound —_,,,,,,,,,_ : Start Time i Left Thr Rig, Ped�q .Left r g Pe� ! Left hr i Ri ht+ peds 1 �hr, u ht 1 s I ...�.._.;.__ u ; ht I_. s 1t 9P.roar Left Right Pads App.ro+ai tM.Total I Peak Hour Analysis From 12:00 to 17:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16:30 j 31 1 34 0 661 4 53 52 1 110' 231 I 2 1 1 0 41 14 37 0 0 51 16:45 1 0 4 0 0 4 i 20 27 0 0 471 26 3 24 1 541 2 60 41 0 1031 208 17:00 l 2 3 0 0 5 j 15 27 0 0 421 15 5 24 0 44 i 1 68 41 0 110' 201 „- 17.15 2— 4 0 _ 1 71 18 28 1_ 0 47 1 24 5 27 0_ 56 I_ 2 58 1 49,__ 0_ 109 219_ Total volume' 6 12 1 1 20 67 119 1 0 187 96 14 109 1 220 9 239 183 1 4321 859_._.........-- PHF - 83.6 0.5 0 i 43.6 6.4 49.5 0.5 —� 2,1 55.3 42.4 0.2�— _/o A17 .Total, 30 60 5 5 35.8 _ p=50 .750 .25D 250 714 .838 _804—.250 .000 .917 f .774 .700 .801 .250 .833 i .563 .879 .880 .250, .982; .930 MAP 9 Out In Total 2020 i 441 I 11.,—.12 _ 61 1, Ri ht Thru !_e€t Pads 1 i Peak Hour Data T o� i� North „ Peak Hour Begins at 18:303 mr y I Unshifted v L..6ank 1 m m01.1 l aJ r � I I a.. r Left Thru giq Peds 4a2- Out In Total 1 Westwood Professional Services, 7699 Anagram Drive Eden Prairie, MN 55344 File Name : 1 Site Code : 00001001 Start ®ate : 3/21/2013 Page No : 1 _ Groups Printed-Unshifted_-_Bank 3 Keats Ave.N. N.Frontage Rd. �- Keats Ave.N. N.Frontage Rd. Southbound _ Westbound Northbound Eastbound �-- �� —�� I Str1,_. Time Left�Thru Eight Peds Ayp.Toe Left Thru Right Peds Toni s Left I Thru Ri ht;Feds _App.Tmaa Left Thru Right Peds Apo.T.t.1 ,n.To'al :30 fl 16 3 0 19 i� 24 2 0 0� 28�19� 2Q 3 0 42 0 0 2 0 21 89 -_06:45`, 0_-- 23 2 0 25 21 7 1 0 29' 28 26 4 0 58 i 0- 0-----_2--._......0 _...—..21 114... Total 0 39 5 0 44; 45 9 1 0 55 47 46 7 0 1001 0 0 4 0 --4T 203 07:00 1 0 30 1 0 31 28 19 0 0 47 23 46 3 0 72 1; 0 2 3 0 51 155 07:15 i 0 26 2 0 28, 39 8 2 1 50, 29 30 3 0 62` 1 0 2 0 31 143 07:30I 0 33 6 0 39 31 7 1 0 391 44 54 3 0 101 0 2 4 0 6 1 185 07:45 2 45 7 0 54. 25 13 2 0_ 40• 40 40 6 0 86 0 1...._.. 20 31 183 Total 2 134 16 0 152 1 123 47 5 1 176 C 136 170 15 0 321 1 5 11 0 _17 1 666 08:00 1 2 22 3 0 27' 28 7 1 0 36 36 25 3 0 641 0 0 4 0 4 131 08:151 0 40 4 0 44 26 11 0 0 37 28 38 4 0 701 1 0 2 0 31 154 ***BREAK Total 1 2 62 7 0 71 1 54 18 1 0 73 - 64 63 7 0 134 1 0 6 0 7� 285 ***BREAK*** 16:00 j 1 42 2 0 451 12 9 0 0 21 19 59 10 0 881 5 11 28 0 441 198 16:15- 2 48 2 0 521 10 1 0 0 11 13 55 6 0 74! 4 17 31 0 521 189 16:30 0 43 1 0 441 10 6 0 0 161 14 55 1 0 701 7 13 44 0 641 194 16:45 3 65 4 0 721 13 2 0 0 15 1__ 13 _-_57 9 0 79_€ 3 _ 17 _ 44 0 64,1_-_230 Total 6 198 9 --0......-2131, 4455 18 0 - 0 631 59 226 26 0 311 E uu 19 58 147 0 2241 8111 17:00 1 1 50 1 0 5211 10 2 2 0 141 17 42 9 0 681 7 22 48 0 77 i 211 17:15 5 80 0 0 85' 5 8 1 0 14 16 54 10 0 80! 4 20 43 0 67! 246 17:30! 2 57 1 0 60 i 10 4 0 0 14 19 55 6 0 80 1 31 27 0 591 213 _ 17:45',_,.._,2 70 1 0 731 11 8,,,__._„ 0 -- 0 19 15, 58 10 _0 83 — 3 12 29 0 44 l_ 219_ Total! 10 257 3 0 270 36 22 3 0 61 , 67 209 35 0 311 1 15 85 147 0 247' 889 Grand Total 1 20 690 40 0 750 303 114 10 1 4281 373 714 90 0 11771 36 148 315 0 4991 2854 Appreh%IJ 2.7 92 5.3 0 70.8 26.6 2.3 0.2 ' 31.7 60.7 7.6 0 7.2 29.7 63.1 0 _ Total% 0.7 _24.2 _1.4 -.---0 26.3 10.6 4 0.4 0 15 13.1 25_ 3.2 - 0 41.21 1.3 6.2„_ 11.,—__0 17.5 Unshifted 20 690 40 0 7 0 303 114 14 1 428 373 714 90 0 1177 36 148 315 0 94 2854 Unshifted 1 100 100_ 100_ 0 100 _100 100 100 1-00 100 100 100 100 0 100 1 100 100 100 0 100 .._„-100. Bank 0 0 0 0 0� � 0 0 0 0 0I'I 0 d 0 0 0 0 0 0 0 0i 0 %Bank 1 1 0 0 0 0 0� 0 0 0 0 0! 0 0 0 0 0, 0 0 0 0 0; 0 Westwood 7699 Anagram Drive Eden Prairie, MN 55344 File Name : 1 Site Code : 00001001 Start ®ate : 3/21/2013 Page No : 2 Keats Ave.N. I N.Frontage Rd. Keats Ave.N. T N.Frontage Rd. _Southbound __-_-•� r Westbound Northbound Eastbound Start Time Left Thru RI ht_;.Peds I �— ���-�_._.__ _ � Aaa.Tax( Left Thru I Right PedSLAaa.T„a;; Left 1 Thru ;Right _Peds; App. Leh I,Thru rRI ht Peds ApR•Yoel i nc.Tota Peak Hour Analysis From 06:30 to 11:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 07:00 0 30 1 0 31 28 19 0 0 47 23 46 3 0 721 0 2 3 0 5 1 155 07:15 0 26 2 0 28.1 39 8 2 1 50 29 30 3 0 621 1 0 2 0 3 143 07:30 0 33 6 0 39': 31 7 1 0 39 44 54 3 0 101 0 2 4 0 6 185 _ 07:45_I 2 45 __—7 0 ...-,•___54: 25 13__ 2 0 40 40 40 6 086 0 _ 1 2 0 3 183 Total Volume 2 134 16 0 152 123123 47 5 1 176 136 170 15 0 321 1l! 1 5 11 0 17 666 °k A p.Total 1.3 88.2 10.5 0_ 6i 9.9 26.7 2.8 0.6 42.4 53 4.7 0 ! 5.9 29.4 64.7 0 _ -- _. .250 .744-_571 .000 . 07 4 .788 ,_.6€8 .625 .250 .880 1 .773_.787 .625_ .000 .7951 .250 .625 .688 _000 _.708 .900 Keats Ave.N. art In Total 152 L328] 16 1341 21 _p Rie,ht Thru Left Peds ®J y `i {;{ I I I Peak Pour Data oil A frf N IL01` North Peak Hour Begins at 07,001. t3 u a rm s i S Unshttted ; N 3 Q Z ! 41. i Bank 1 i l� LJ ii y L! i 3 ! ~ F# Left Thru Right Peds + 136 170 __ 11:::T] I p 2a F_� 589 Out In Total I 1<aaSG Air> N i Westwood Professional Services, 7699 Anagram Drive Eden Prairie, MN 55344 File dame : 1 Site Code : 00001001 Start Date : 3/21/2013 Page No : 3 Keats Ave.N. N.Frontage Rd. ; Keats Ave.N. N.Frontage Rd. uihbaund Westbound Northbound Ea o nd Tlir RigPed - --r Thr- —Ped Thr r - ` 9; Thr ....I Start Time; Left ��.,n. Left j I „,,..� I Left Right' Peds' APP.T,av Left Right Peds Apr.T.w` int-Tolai` ' u�........._.ht s u 1 ht i - s -i�U t— __ .�.... ° �_.. Peak Hour Analysis From 12:00 to 17:45-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:45 16:45 1 3 65 4 0 72 f 13 2 0 0 15 13 57 9 0 79 j 3 17 44 0 641 230 17:00` 1 50 1 0 52' 10 2 2 0 14! 17 42 9 0 68+ 7 22 48 0 77 211 17:30 2 57 1 0 0-0,- 10 4 -_ 0 _ 0 14 19,-, 55_..._ 6 _._ 0 80� 1 31 27 0 59 I 246 17:15 5 80 0 0 -86 i 5 8 1 0 14 16 54 10 0 80 i 4 20 43 0 67 —g 0- 15 Apt otsi 4.1 93.7_,_, 375 0 0 269 —.7381 00 .375_.0 0 50 2 9012 50 .000 959 .536 .726 844 .000 _867, PHF _-_550 .788 791 _ _ .915 eats Ave.N. Out In TOW E& L 269 C49,I 6 252......._.. �..� Ri?ht Thru Left Peds Peak Hour Data AA I-•- J--I t...' C f 10 I �d 2.. North i I N! V = r 1 o V (Peak Hour Begins at 1645l10 I 5 ' ,ul 70 UnshiftedC � i Q Z °o Bank 1 ! FNCL — I ' I Thru RI ht Peds �4.5�-2 I 3 7 ' 7591 Out In Total Westwoodr I Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 File Name : 2 Site Code : 00002001 Start Date : 3121/2013 Page No : 1 _Grauas Printed-Unshifted-Bank.1 __ Keats Ave.N. i f-94 WB Off-Ramp Keats Ave. N. 1-94 WB On-Ramp _ Southbound _•�,�,----_TWestbound _� Northbound �.__ Eastbound Start Time Left R hi PedS ra�.i _Left i Thru Ri ht Ped .Tom Leif Thna,j Right_;P s Ate.Tow _Left,,,f„Thru Ri ht Peds; A rani nt.T°ta1 06:30 0 8 33 0 41 20 0 10 0 30 244 31 0 0 275 0 fl 0 0 01 346 06-45„!_•.•_• 0 16 32_.� 0--__-_48; 38 0...- 20 _- 0 _ 58 i_225_ 41_ 0 0 ..... 266 _-- 0-- 0 .- 0 ..........0...._._. 0_1 372_ Total 0 24 65 0 89 58 0 30 0 88 j 469 72 0 0 541 I, 0 0 0 0 0 718 07.001 0 11 48 0 591 27 0 19 0 46 284 45 0 0 3291 0 0 0 0 01 434 07:15 0 19 50 0 69; 35 0 22 0 57 305 44 0 0 349I 0 0 0 0 01 475 07:30 0 25 41 0 661 44 0 32 0 76 284 68 0 0 352 I 0 0 0 0 0, 494 07:45, 0 37 37__•_•••• 0 74 42 _0 34 0 76 277 59 0 0__•_••336L 0 0 0 0 _ 01 486 Totals 0 92 176 0 268 j 148 0 107 0 255 1150 216 0 0 13661 0 0 0 0 Ot1889 08:00 I 0 19 37 0 561 50 1 25 1 77 l 288 38 0 0 3261 0 0 o 0 0; 459 08:15 f 0 31 38 0 691 31 0 17 0 48 243 52 0 0 2951 0 0 0 0 01 412 ***_BREAK*** Total —0 50 75 0-125_ _81 1 42 1 1251 531 90 0 0 621 0 0 0 0 d 8_71 «««BREAK*** 16:00 0 55 16 0 71 1 43 1 3 0 47 148 87 0 0 2351 0 0 0 0 01 353 16:15 0 76 20 0 961 69 0 5 0 74 1125 69 0 0 194, 0 0 0 0 01 364 16:30 0 77 21 0 98 I 73 1 12 0 86 158 60 0 0 2181 0 0 0 0 0' 402 16:45 _0,__ 99- 17 0 _181,174 0 3 0 77 131 75----- 0 -- 0 206 0— 0 0 0 0...�_... 399._. Total 0 307 74 0 3811 259 2 23 0 284 562 291 0 0 8531 0 0 0 0 01 1518 17:00 1 0 91 23 0 114 I 74 0 5 1 go' 168 61 0 0 229 i 0 0 0 0 0 423 17:15 0 114 12 0 126 f 75 1 4 0 80` 179 74 0 0 25311 0 0 0 0 0 1459 i 17:30 0 77 12 0 891 46 0 8 0 54 163 78 1 0 2421 0 0 0 0 0 % 385 17:45! 0 90 20 0 110, 58 1_ 8___ 0 67 174_—71_--_ 0 __ 0 245 _0 0 0 0 �-,0. 422 Total 1 0 372 67 0 439; 253 2 25 1 281 684 284 1 0 9691 0 0 0 0 0 1689 Grand Total I 0 845 457 0 13021 799 5 227 2 10331 3396 953 1 0 4350 I 0 0 0 0 0 ! 6685 Ap rdhoral /o i 0 12.6 35.1 0 95 77.3 0.1 _-_4 0 0 15.5_•50.8 14.3 0 0 65.1 ! 0 0 0 0 Total /0 0 12.6 6.8 0 19.5 12 0__ 0__ 0 0 fl l %UBank 1 0—100 100 0 100 10o_-• 1 o 1 o 10o 1001 10o 10o„__•,10o•_.,•„. 0 100 0 0 0 0 0 6685 ns i ed 0 845 457 0 1302 1 799 5 227 2 1033 1 3396 953 1 0 4350 --- ` 0 0-_ 0-0 0 : 100_ 0 %Bank1 - 0 0 0 0 0 0 0 0 0 0� 0 0 0 0 0 0 0 0 0 0 , 0 Westwood Professional Services, I 7699 Anagram Drive Eden Prairie, MN 55344 Fife Name : 2 Site Code : 00002001 Start Date : 3/21/2013 Page No : 2 On-Ram _.� Keats sou,t_t_boon_ d �_..� 9 und!P .Tom,;_Left; Th uN4R�haund Pedsk._�e ray: -Lett_! Thr4uEas bou p R A Tope {nt.rota: i Start Time:. Left Thru Right I Pads, �„p.*,� Left T ru Ri y� Peak Hour Analysis From 06:30 to 11:45.Peak 1 of 1 Peak Hour for Entire intersection Begins at 07:15 07:15 1 0 19 50 0 69 I 35 0 22 0 571 305 44 0 0 3491 D 0 0 0 0 475 07:30 1 0 25 41 0 661 44 0 32 0 76 1 284 68 0 0 352 i 0 0 0 0 0 494 07.45 0 37 37 0 741 42 0 34 0 76�! 277 59 0 0 336 0 0 0 0 0, 486 08:00 4 i 9 37•_ 0 56 50 . . 1 25 1_ 77 288 38.............0 0_ 326 0 0 0 0 __• 0• 459 -....... _. ........_. ..-_- Total volume i 0 100 165 0 2651 171 1 113 1 286 1154 209 0 0 1363 0 0 0 0 0 1914 %App.Total I 0 37.7_62.3 0 59.8 0.3 39.5 0.3 84.7 15.3 0 0 _ 0 0 0 D_ _ PHF 1_.000 .676 .825•_. .895 —.855 .250 .831 .250 • 929 I .946 .788 .000 .000 .968 .000 ,,000 .000 .000 .000 _969out _ IK is Ave.N, j f IIII 3221 '-1 Total 587 E IHi65 70�_rM_,p] Right Thru Left Peds � I Peak Hour Data T ' North I a Peak Hour Begins at 07:15 �o r-; Unshifted � �� m Bank 3 OI E� n am i E t r+ 11541 s ( L 136L34� g out In Total Westwood Professional Services, 7699 Anagram Drive Eden Prairie, MN 55344 File Name : 2 Site Code : 00002001 Start Date : 3/21/2013 Page No : 3 -- - .___....... _.....-._.—, ......._-------- Keats Ave.N. 1-94 WB Off-Ramp Keats Ave-N. 1-94 WB On-Ramp SO thbound _ Westbound._„ _ Northbound Eastbound i Thr RigPed Thr Rig Peds Thr Thr Start Time Left � I �,�N Left' 1 A..,,,, Left 'Right'Peds A,,T.wF Left Right Peds App.Tw'' rnt.rotaf! I u'--hf_ s i ] u, ht s _ —1......-- !� ._.._�.--= —1...._._.__.1_ -_�_� Peak Hour Analysis From 12:00 to 17:45-Peak 1 of 1 Peak Hour€or Entire Intersection Begins at 17:00 17:00 0 91 23 0 1141 74 0 5 1 80 1168 61 0 0 229) 0 0 0 0 0 423 17:15 I 0 114 12 0 126 75 1 4 0 80! 179 74 0 0 253 1 0 0 0 0 0 I 459 17:30, 0 77 12 0 89, 46 0 8 0 54 1163 78 1 0 2421 0 0 0 0 0 385 17:45 1 0_ 90 20 0„._ 1101 58 1 8 _ 0 67,.,1-__174 71 _0 0 245 0 0 0 0 0 422 ---- �—_......_...._- - Total volume j 0 372 67 0 4391 253 2 25 1 2811 684 284 1 0 969 i 0 0 0 0 0 1689 "/o AAp•Total 1 „0 84.7 15.3,0 90 0.7 8.9 0.4 70.6 29.3 0.1 0 0 0 0 0 PHF 000„„ .816 728 000 _.871 .843 500 .781 .250 878 .955 .910„w.,.250 .000 _.958_j 000- .000_ .000_ .000 .000 .920 Keats Ave.N. Out,,,,, in Tot�I� j 309� i 433 1 748, I 67 372 0—'-[-[ Right Thru Left Peds L4I Peak Hater Data Mon, _ E North Peak Hour 0�� � � Begins at 17:OOE LN o I � Unshifted r... Hank 1 3 Left Thru Ri -, Peds Out In Total Appendix B Traffic Operations Analysis Summary—Existing Conditions Operational Analysis Results Lake Elmo Traffic Study Existing Conditions (AM Peal) Node Intersection Eastbound We oWncl. N.64 :bouri 1. Southbound Overall 7 1-94 South Ramps&CSAH 19(Signalized--Cycle Length:120) Lanes Volume 56 12 616 1,305 1fl6 5 266 Phasing Perm Perm Prot _ SimTraffic Delay 52.3 14.1 10.5 2.4 93.6 4.1 SimTraffic LOS D B B A ::: A B Storage/*Link Dist. *1,478 5401 *837 400 - 460 SimTraffic 95th Queue 110 108 321 25 Queue Block Time(%) 8 1-94 North Ramps&CSAH 19(Signalized--Cycle Length:120) Lanes �- I <T FF TT TTJT Volume 171 1 1131 1,154 2081 1001 166 _ Phasing _ Perm Perm Prot jPerm SimTraffic Delay 48.1 19.1 7.0 16.6 6.0 34.41 24.0 SimTraffic LOS D B A B A C C B Storage/*Link Dist. 470 *1,374 470 485 *768 *581 _300 SimTraffic 95th Queue 121 W 121 46 271 59 71 _147 Queue Block Time(%) 39 Hudson Blvd.&CSAH 19(Unsignalized) Lanes _ <T> <+> F TT E- TT Volume 1.1 51 11 1221 471 5 136 170 15 2 133 16 Sign Control Stop Stop Free Free SimTraffic Delay 11.0 14.3 2.9 1.3 0.9 2.6 1.1 0.1 SimTraffic LOS B B A A A A A A A Storage/*Link Dist. 1 *2,650 mm*2,879 300 1 300 300 *823 300 SimTraffic 95th Queue 21 83 44� 31 3 Queue Block Time(%) �- 42 10th Street N.&CSAH 19(All-way stop) Lanes <T <,l, F ,l, -_... F T> _ Volume 3 70 5S 95 204 1 126 3 47 1 1 2 Sign Control Stop _ Stop Stop Stop SimTraffic Delay 9.7 4.8 12.3 7.0 4.3 9.5 1.5 5.2 _ 9.9 SimTraffic LOS A A B A A A A A A A Storage/*Link Dist. *2,670 300 *2,159 300 300 *3,518 *3,518 300 *2,139 SimTraffic 95th Queue 39 40 72 8 451 121 281 13 Queue Block Time(%) Westwood Professional Services Page 1 of 1 4/4/2013 Operational Analysis Results Lake Elmo Traffic Study Existing 2013 AM Peak Node Intersection Eastbound` w1 it.bound Northbound. SouthbouN Overall 1 4th St&Inwood Ave t#13(Signalized--Cycle Length:110) Lanes F I T <-E- T a EF TT E- TT Volume 13 28 101 57 _144 30 176 561 182 201 402 55 Phasing Prot Perm Prot Perm Prot Perm Prot Perm SimTraffic Delay 59.3 43A 5.2 52.0 39.2 9.9 30.0 5.1 2.5 63.2. 15.9 8.5 SimTrafflc LOS E D A D D A C A A L: B A B Storage/*Link Dist. 1 215 *1,451 *1,451 250 *1,2581 2501 200 *5741 300 200 *1,381 200 SlmTraffic 95th Queue 381 54 56 53 ]54 29 110 85 23 57 145 39 Queue Block 1-ime(% Westwood Professional Services Page 1 of 1 4/4/2013 Operational Analysis Results Lake Elmo Property Traffic Study Existing Conditions (PM Peak) Node Intersections Eastbound Westbound Northbound South bound Overall 7 1-94 South Ramps&CSAH 19(Signalized--Cycle Length:150) Lanes <T TT E- TT Volume 1531 16 1,220 815 240 39 592 Phasing Perm Perm Prot SimTraffic Delay 71.6 26.4 10.2 4.2 119.0 6.3 SimTraffic LOS _ C B A r" A B Storage/*link Dist. *1,479 540 *837 400 460 *768 SimTraffic 95th Queue 247 355 2711 88 11 Queue Block Time(%) 8 1-94 North Ramps&CSAH 19(Signalized--Cycle Length.,150) Lanes F 7_<I, Volume 253 2 25 684 284 3781 68_. Phasing _ Perm Perm Prot Perm SimTraffic Delay 58.0 84.9 6.3 10.8 8.6 45.8 13.1 SimTraffic LOS A B A D B C Storage/*Link Dist. 470 *1,374 470 485 *768 *599 300 SimTraffic_95th Queue — 167 167 28 167 92 203^ 62 Queue_Block Time(%) 39 Hudson Blvd.&CSAH 19 nsignalized) Lanes <T> <T> F TT F TT Vofume 151 901 160 371 161 3 65 210 34 11 2491 6 Slgn_Control Stop _ Stop Free Free SimTraffic Delay 15.6 11.1 4.1 3.0 2.0 1.0 1.11 0.1 SimTraffic LOS C B A A A A A A A Storage/*Link Dist. *2,603 *2,882 300 300 300 *812 300 Sim7raffic 95th Queue 107 38 43 10 8 3 3 Queue Block Time(%) 4T _ 43 10th Street N.&CSAH 19(All-way stop) Lanes <T 4 <T 4 F T � <-- T> Volume 91 239 186 68 119 1 100 151 113 6 121 1 Sign Control Stop Stop Stop Stop SimTraffic Delay 13.7 7.0 10.6 3.4 5.9 10.8 4.7 6.1 8.2 SimTraffic LOS _ B A B A A B _A A A_ — A Storage Link Dist. *2,627 30D *2,215 300 300 *3,549 *3,549 3001 *2,130 SimTraffic 95th Queue 65 S7 49 3 56 25 57119 26 Queue Block Time(%) Westwood Professional Services Page 1 of 1 4/4/2013 Operational Analysis Results Lake Elmo Traffic Study Existing 2013 PM Peak Node IrorseCtipq Eastbound. 1Ne i66iind N.o6h..W"d.: Southliifurid,, O:ireiall'. 1 4th St&Inwood Ave#13(Signalized--Cycle Length:1401 s Lane _.._... _ _ T -> volume 60 85 359 197 49i 54 12S 77$ 110 36 751 39 __......_ — .__. Phasing Prot Perm Prot Perm Prot 'Perm Prot Perm SimTrafrlc Delay 57.31 - 57.8 23.3 65.9 60.9 14.3 44.9 9.3 4.3 82.4 19.0 8.4 ....... �..__.._ _ SimTraffic l05 C E: ? E B D i A A I.::..I B A C Stora e/*link Dist. 215 *1,451 *1,451 250 *1,258, 250 20DI *574 300 200i *1,381 200 _— _. _.. SimTraffic 95th Queue _..1031 12Si 258 - 141._--------.92 46 109 1351 26 108 252 69 Queue Block Time(%) i 2 Westwood Professional Services Page 1 of 1 4/8/2013 Traffic Operations Analysis Summary—Year 2018 No-Build Conditions Operational Analysis Results Lake Elmo Traffic Study Future Year 2018(AM Peak): No-Build Node Intersection Eastboend, We Northbound 5outhb0i�nd overall 7 1.94 South Ramps&CSAH 19(Signalized--Cycle Length:120) Lanes Volume 611 131 671 ! I42411 116 51 290' Phasing I Perm Perm Prot I SimTraffic Delay 58.3 16.9 1 14.9 2.6 95.6� 4.2 SimTraffic LOS B B I A A B ......... . Storage/*Link Dist. *1,478 540 i *8371 400 4601 *7681 SimTraffic 95th Queue 123 130 457- Queue Block Time 8 1-94 North Ramps&CSAH 19(Signalized--Cycle LenFh-:120) - _ ---- ............. _._ _.........- ---._.......--......... _- ._. Lanes � -�...........<T.---, � FE l_....��_. �.__T�....................�........----------- Volume 186� 1 123 1,258 227 109 181 Phasing Perm Perm Prot Perm SimTraffic Delay 48.2, 54.2 7.2 19.0 _7.5 34.3 24.1 SimTraffic LOS D D I A B _^A _ C C C Storage/*Link Dist. 470 *1,374 470 - 485 *768 *581 300 SirnTQueurefic 8lo95th(kTmeu(q} 131 131 45 302 77 711 157 39 Hudson Blvd.&CSAH 19 nsignalized) Lanes ...........___ <T> <'['> - volume 1 .51 12 1331 511 5 148 1851 16 2 145 17 Sign Control Stop _ - Stop_ Free 'Free _ SimTraffic Delay 9.6 14.8 3.1 1.7 1.0 0.1 1.1 0.1 SimTraffic LOS A - B _ A A I A A A A A Storage/*lank Dist. *2,650 *2,879 300�- 300 300 300 SimTraffic 95th Queue 20 93 46 Queue Block Time(%) ! 42 10th Street N.&CSAH 19(All-way stop) Lanes <T .._. <T 4 F `I"-r �c > Volume 3F 76.....--60 104 222 1 137 3 51 1 11 2 Sign Control Stop Stop Stop Stop SimTraffic Delay 9.9 4.7 13.0 7.5 5.2 8.8 1.7 3.7 8.1 SimTraffic LOS A� A _ B j A A A A A A A Storage/*Link Dist. 1 *2,670 300 *2,15 39 _�- 300 *3,518 *3,518 300 *2,139 Sim7raffic 95th Queue 42 42 74 5 51j 11 30 7 13 Queue Block Time Westwood Professional Services Page 1 of 1 4/5/2013 Operational Analysis Results Lake Elmo Traffic Study Future Year 2018 (AM Peak): No-Build Nade' intersect an Eastbound UUesttioun 1, Norfhbowna Southbound Overall 1 4th St&Inwood Ave#13{Signalized--Cycle Length:110) Lanes F mm T 4 FF T 4 FF TT Volume _ 13 28 101 57_ 144 30 _176 5611 182 20 402 55 Phasing Prot Perm Prot Perm Prot —Perm Prot Perm SimTraffic Delay 61.0 46.3 5.1 52.5 42k 13.2 29.6 5.8 3.3 50.7 17.2 8.8 5im3raffic LOS D A D D 8 C A A D 8 A 8 ............. ._ Storage/*Link Dist. 215 *1,451 *1,451_ 250 *1,2581 2501 200 *5741 3001 200 *1,381 200 SimTraffic 95th Queue 45 52 57 59 176 34 110 103 231 51 160 42 Queue Block Time(%) Westwood Professional Services Page 1 of 1 4/5/2013 Operational Analysis Results Lake Elmo Property Traffic Study Future Year 2018 (PM Peak): No-Build Node Ihitersection EastboLridI Westbound. Northbound. Southbound Overall 7 1-94 South Ramps&CSAH 19(Signalized--Cycle Length.150) Lanes �` _ 44 j T`P. .__4 Volume 167. 17 1,330 _ 888--- ; 262 43' 645 PhasingPerin Perm Prot SimTraffic Delay 73.6 s 47.3 11.0 4.6 118.1 6.71 .. ....� -- * _.._... SimTraffic LOS ? D B A ;. A C Storage/*Link Dist. *1,479 540 837, 400 460 768 -,r. SimTraffic 95th Queue 661 323' 93 23 Queue Block Time(%) 1 8 1-94 North Ramps&CSAH 19(Signalized--Cycle Length: _ �..........._._..._._ ..-----r -TT .�_.....— ......... ........ ...... Lanes Volume j —I--- -..._... 2761 2 27 746 310 4121 74 Phasing Perm Perm Prot Perm SimTraffic Delay 60.2 55.3 6.4 11.3 9.1 49.2 18.0 SimTraffic LOS A B A D — B C .......... _ - Storage/*Link Dist. s 470 *1374 470 485 *768 *588 300 SimTraffic 95th Queue 176 1761 29 184 1D6 230 i 70 Queue Block Time(96) ' �- 39 Hudson Blvd.&CSAH 19 nsignalized) Lanes _ �<T> _ <T> �T Volume 16i 98 174 40 17 3 71 229'- 37 12 271; 7 Sign Control _ Stop Stop Free Free _ SimTraffic Delay 17.3 11,6 4.9 3.1 1.8 0.9 1.4 - - SimTraffic LOS C B A Storage/*Link Dist. _ *2,603 *2,882 300 300 300 300 SimTraffic 95th Queue 113 48— _ 4S 8 10' _ Queue Block Time(%} 43 10th Street M.&CSAH 19(All-way stop) Lanes <T <T E T f T>-_-- Volume 10j 261, 20374� 130 1 i _._. 16, 123 7f 13 1 Sign Control Stop Stop — Stop Stop — SimTraffic Delay 14.8 7.6 11.4 , 5.8 6.7 10.4 6.2 6.7 8.3 SimTraffic LOS B A B A A B A A A A Storage/*Link Dist,` *2,627 300 12,215 300 300 -3,549; *3,549 300� *2,130 SimTraffic 95th Queue 78 57 S8 _ 9 61 2.6__ 70 21 27 —_ Queue Block Time(%) — Westwood Professional Services Page 1 of 1 4/5/2013 Operational Analysis Results Lake Elmo Traffic Study Future Year 2018 (PM Peak): No-Build Node intersection Eastbound We;itliound. Northbound 5outh4ounc! Overall 1 4th St&Inwood Ave#13(Signalized—Cycle Length:140) Lanes F T 4 FF I T 4 E-E- TT 4 volume 65 93 391 215 53 59 136 848 120 39 819 43 Phasing Prot _ Perm Prot Perm Prot Perm Prot Perm SimTraffic Delay 57.3 54.0 30.4 64.0i 566.2 15.1 44.8 11.9 4.8 71.5 24.6 8.7 SimTraffic LOS D C E E B D B A E C A C Storage/*Unk Dist._ 215 *1,451 *1451 2501 *1 258 250 200 *5741 3001 200 *1,381 200 SimTraffic 95th Queue 120' 130 350 156i 86 47 118 �16 35 120 322 67 Queue Block Time(%) 6 Westwood Professional Services Page 1 of 1 4/5/2013 Traffic Operations Analysis Summary— Year 2018 Build Conditions Operational Analysis Results Lake Elmo Traffic Study Future Year 2018 (AM Peak): Build Node. IntersectionI Eastbound. We04004 Nor(htsound Southho.nd Overall 7 1-94 South Ramps&CSAH 19(Signalized--Cycle Length:120) _ Lanes <'f--[�� ? _F T 4 _-F._' Volume 791 13= 671 - 1,428 116 35,- 305 Phasing Perm _ . �I Perm IProt SimTrafc Delay 27.3 3.1 86.2 4.4 SimTraffic LOS -- -- C A F:. A C Storage/*Link Dist. *1,478 540 *837, 400 460 *768) SimTraffic 95th Queue 148 i 121 v+=.i 78 12 -- Queue Block Time(9%) 1• _....-. 8 1-94 North Ramps&CSAH 19(Signalized-Cycle Length: _ Lanes —........ Volume 186 1 131 12581T 2491154 242 -- __ - - _ Phasing Perm Perm Prot 1 Perm ... ....... SimTraffic Delay 48.6 46.4 7.4 36.0 27.0 SimTraffic LOS D D A B .._._A _ D C C Storage/*Link Dist. _ 470 *1,374 470 485 *768- *581- 300 SimTraffic 95th Queue 122 1221 48 2941 98 95' 191 Queue Block Time % 34 5th Street&CSAH 19(Unsignalized) Lanes -_ ....r _.__� _ � - -- F i � E- f TT � TT 4 Volume 23 129 38' 191 1 164 7 Sign Control Stop _ Free _Free SimTraffic Deiay - 8.5 l� 3.0 0.4 1.5 1.0 - - - - - SimTraffic LOS A A q A q q A Storage/*Link Dist. 300 *1,829 - 300 i 300 SimTraffic 95th Queue 35 43 27 __......_� Queue Block Time(9/.) - 39 Hudson Blvd.&CSAH 19(Unsignalized) Lanes TT -� Volume 8 - -- 1 12 133 51 5 148 216 16 2 251 40 .......-_..... __- ------ - - ------.. ._..........._-- r= _- - -_ ____] ----_----- Sign --- Control -- Stop Stop ; Free Free SimTraffic Delay 15.0 - 23.0 4.8 1.8 0.7 -- SimTraffic LOS B C A A A A A 1 A A Storage/*Link Dist. *2,650 *2,879 300 300 300 *818' 300 SimTraffic 95th Queue 27 148 63 3 3 8 Queue Block Time 42 10th Street N.&CSAH 19(Ai!-way stop) _ _._._.._..�_ ___.-_,.. -- Lanes <T -� <T � � _ T 4 _ E-�_ —_T' Volume 3 76 65 106, 222 1 152 3 59 1r 1i 2 Sign Control Stop StopStop Stop SimTraffic Delay 9.6 4.7 12.9 ! 9.5 5.4 8.4i 1.6 5.3 6.6 SimTraffic LOS A A B [-A A A A A A A Storage/*Link Dist. *2,670 300 *2,159 300 300 *3 512 *3,512 3001 *2139_ SimTraffic 95th Queue - 38 43 77 7 - 55, 11� 27 6 12 Queue Block Time(%) �� Westwood Professional Services Page 1 of 1 4/4/2013 Operational Analysis Results Lake Elmo Traffic Study future Year 2018 (AM Peak): Build Node Intersection Eastbound Westbound 4orthbound Southbound Overall. 1 4th St&Inwood Ave#i13(Signalized--Cycle Length:110) Lanes T 4 Volume 14 32 110 771 162 36 192 611 203 23 438 60 Phasing Prot Perm Prot Perm Prot Perm Prot Perm SimTraffrc Delay 54.7 49.6 6.0 49.8 39.7 10.9 30.2 5.7 2.8 56.8 18.0 8.8 SimTraffic LOS D D A D D B C A A B A B Storage/*Link Dist. 1 215 *1,451 *1,451 250 *1,258 2501 200 *5741 300 200 *1,381 200 SimTraffrc 95th Queue 1 411 60 61 62 165 351 109 101 23 66 159 41 Queue Block Time{96) Westwood Professional Services Page 1 of 1. 4/5/2013 Operational Analysis Results Lake Elmo Property Traffic Study Future Year 2018 (PM Peak): Build Node, intersection Eastbou-4 I Westbound Northbound Southbound Overall 7 1-94 South Ramps&CSAH 19(Signalized--Cycle Length:150) Lanes Volume - 2321 17 1,330 904 262 61 654 Phasing Perm Perm Prot SimTraffic Delay 81.7 44.4 11.9 4.7 118.4 7.0 .................. SimTraffic LOS '..;. D __. B A f`:: A C Sto_r_age/*Link Dist. 1 *1,479 540 *837 400 460 *768 SimTraffic 95th Queue 742 528 381 122 22 Queue Block Time(%) 1 8 1-94 North Ramps&CSAH 19(Signalized--Cycle Length:150) Lanes <T 4 4 Volume 276 2 60 745 391 439 - 109 Phasing Perm Perm Prot_ Perm SimTraffic Delay 60.1 56.0 7.5 10.4 10.7 51.5 18.2 SimTraffic LOS F_ E A B B D B C Storage/*Link Dist. 470 *1,374 4701 485 *768 *588 300 SimTraffic 95th Queue _ 186 186 42 173- 161 248 87 Queue Block Time(%) 34 5th Street&CSAH 19(Unsignalized) Lanes <_ 3 1 T Volume 14 77 1138 248 2901 24 Sign Control Stop Free Free SimTraffic Delay 12.4 2.7 _ 3.9 0.8 1.61 1.0 SimTraffic LOS B A A A A A A Storage/*Link Dist. 1 300 *1,815 300 300 SimTraffic 95th Queue 301 34 631 5 Queue Block Time(%) 39 Hudson Blvd.&CSAH 19(Unsignalized) Lanes <T> Volume 401 981 174 401 171 3 71 343 37 12 334 21 Sign Control Stop Stop Free Free SimTraffic Delay_ 21.1 12.8 5.3 3.4 2.0 3.8 1.6 0.3 SimTraffic LOS C _B A A A A_ A A A_ Storage/*Link Dist. *2,603 *2,882 300 *588 3001 �300 1 300 - SimTraffic 95th Queue 145 38 44 3 9 16 3 Queue Block Time(% 43 10th Street N.&CSAH 19(Ali-way stop) Lanes <T <T --) < t 4 <- T> Volume 10 261 219 821 130 1 118 16 129 7 13 1 Sign Control Stop _ Stop Stop _ Stop SlmTraffic Delay 15.1 7.9 11.4 5.2 1 6.4 8.8 5.1 6.3 8.1 SimTraffic LOS C A B A A A A A A A Storage/*Link Dist. *2,627 1 300 *2,215 300 300 *3,542 *3,542 300 *2,130 SimTraffic 95th Queue 77 64 62 4 58 25 60 201 24 Queue Block Time(%) I _- Westwood Professional Services Page 1 of 1 4/4/2013 Operational Analysis Results Lake Elmo Traffic Study Future Year 2018(PM Peak): Build Node'.Intersection, Eastbound Westlioiii�d.. Wirth botind:. Southbound. Oven)! 1 4th St_&Inwood Ave#13(Signalized--Circle Length:140) Lanes F '(`v FF T FF ..-T�4 E TT _ Volume 65i 98 391 224 561 61 136 848 136 42 819. 43 Phasing Prot IPerm Prot Perm Prot Perm Prot Perm SimTraffic Delay 54.21 50.6 28.3 67.5 _62.0 16.4 41.7 13.3 5.9 74.8 2.5.6 9.2 SimTraffic LOS D D C B D 8 A C A C _. — =— Storage/*Link Dist. 215 *1,451 *1,451 250 *1,258 250 200 *574 300 200 *1,381 200 SimTraffic 95th Queue 110. 136 311 165 99 49 112 179 47 100 321 34 Queue Block Time(%) 8 Westwood Professional Services Page 1 of 1 4/8/2013