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Home My WebLink About2004 [07] Jul 01 {Book 31} CITY OF ST. JOSEPH . www.cityofstjoseph.com St. Joseph City Council July 1, 2004 7:00 PM 1. Call to Order 2. Approve Agenda Administrator Judy 'Weyrens 3. Consent Agenda a. Bills Payable - Requested Action: Approve check numbers b. Minute - Requested Action: Approve Minutes Mayor c. Change order- Requested Action: Authorize the Mayor to execute Change Order Larry , Hosch No.5 for 2003 Liberty Pointe Improvements, allowing a contract increase of $ 3,900. d. Application for Payment- Requested Action: Authorize the Mayor to execute Pay Councilors Application No.6 for 2003 Northland Plat 7 and authorize payment to R.L. Larson Excavating, Inc in the amount of $1,175.37. AI Rassier e. Application for Payment- Requested Action: Authorize the Mayor to execute Pay Ross Rieke Application No.4 for the 2002 East Baker Street Lift Station and authorize payment to R.L. Larson Excavating, Inc. in the amount of $7,315.09. Gary Utsch f. Application for Payment- Requested Action: Authorize the Mayor to execute Pay Dale 'Wick Application No.1 for 2004 Northland Plat 8 and authorize payment to Molitor Excavating, Inc. in the amount of $173,264.87. g. Application for Payment- Requested Aètion: Authorize the Mayor to execute Pay Application No.8 for the 2003 Liberty Pointe Improvements and authorize payment to R. L. Larson Excavating, Inc. in the amount of $43,617.14. . h. Variance Request - Requested Action: Adopt the findings of the Planning Commission and deny the 44' sign variance request of Stonehouse Properties LLC. i. Gambling Permit - Requested Action: Accept the application for an Exempt Gambling Permit for the St. Joseph \[olunteer Fire Department for a fundraiser to be held on October 14, 2004 at the EI Paso Sports Bar. 4. 7:00 PM - Public Comments to the Agenda 5. 7:05 PM - Rezoning of Birch Street East 6. 7:15 PM - River's Edge, Final AUAR - Westwood Professionals, Matt Vollbrecht 7. 7:30 PM - Foxmore Hollow, Preliminary Plat 8. 7:30 PM - City Engineer Reports a. 16th Avenue SE Improvements - Request authorization to advertise for bids b. Schedule for public Improvement hearings for annexation areas c. Other matters 9. Department Head Reports 10 Mayor Reports 11. Council Reports 12. Administrator Reports a. Orderly Annexation Agreement 13. Adjourn . 2.) Collcgc Avenue North, PO I) ox 668 . Saint, Joseph, Minnesota r6,74 Phone ,2.0,,6"72.01 I'd X Fo"6,,O'42. · St. Joseph City Council July 1, 2004 FOR THE OFFICIAL RECORD PLEASE SIGN YOUR NAME AND ADDRESS NAME ADDRESS 1. /<'é-J ~ ]3 £. ¡1~ /¡ 61- : I :' , , 2. Aú~-, '5-9<'<- ;< 6 £c p; V'( ¿" s;- ./ 3. [f)'LtA) 't{ .~~,I-J )( 0-u.Y-~~ "-' - - 4. 5. 6. 7. 8. · 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. · 21. DRAFT June 17,2004 Page 1 of 5 · Pursuant to due call and notice thereöf, the City Council for the City of St. Joseph met in regular session on Thursday, June 17, 2004 at 7:00 PM in the St. Joseph City Hall. Members Present: Mayor Larry Hosch. Councilors Gary Utsch, AI Rassier, Dale Wick. City Administrator Judy Weyrens. Others Present: City Engineer Joe Bettendorf, Jeff Ledin Approve AQenda: Utsch made a motion to approve the agenda with the following changes: Remove 3(b) Minutes The motion was seconded by Wick and passed unanimously. Consent AQenda: Rassier made a motion to approve consent agenda as follows; seconded by Utsch and passed unanimously. a. Bills Payable - Approve check numbers 34355-34421 Public Comments to the ÄQenda: No one present wished to speak. Fire Report - Six Month Activitv Report: Randy Torborg, St. Joseph Fire Chief, presented the Council with the 6-month fire report. He reported that there was the same number of calls during this 6-month period as there were last year during the same period. The report included medical and fire calls as well as the time, location and cost of each call. He stated that the number of calls in the City has increased, but that is expected as a result of the growth in the City. Hosch questioned how many are volunteers are dispatched when there is an emergency call. Torborg said that it varies depending on the call. For · example, for a medical call, the first 4 or 5 volunteers to show up to the fire hall will respond to the scene, while others responding will wait at the fire hall until they are cleared. However, if there is a structure fire, all those who respõnd are dispatched to the scene. -~ Torborg also reported that the four (4) new firefighters are very excited to have joined the department and they have started the training process. There are two parts to training, medical and fire. Candidates have two years to complete the training. The plan is for them to complete the medical part in September and October of this year and to complete the fire part between October and the end of the year. He stated that there are a few volunteers who are eligible for retirement; however, none of them have given notice yet. According to Torborg, the size of the department should remain at 30. Utsch made a motion to accept the 6-month fire report as presented by Torborg. The motion was seconded by Wick and passed unanimously. CITY ENGINEER REPORTS Public HearinQ - 16th Avenue SE and WobeQon Park Improvements: Mayor Hosch opened the public hearing and stated the purpose of the hearing is to consider the extension of utility services to certain properties on 16th Avenue SE and to complete aparking lot facility at the Wobegon Welcoming Center. City Engineer Joe Bettendorf presented the Council with the feasibility report regarding the improvements. The project is being requested by two property owners with failing septic systems. In order for the project to be financially feasible the project has been extended to provide services for an outlot in Pond View Ridge that can be split and sold as individual lots. The Wobegon Trail project is needed to provide a parking area for the Wobegon Welcoming Center. Mayor Hosch opened the Public Hearing with no one present wishing to speak. · Utsch made a motion to close the Public Hearing. The motion was seconded by Rassier and passed unanimously. DRAFT June 17,2004 Page 2 of 5 Utsch questioned whether or not the properties along 16th Avenue have been annexed. Weyrens stated · that both the City and Township have executed the Annexation agreement which has since been forwarded to Minnesota Planning. Wick made a motion to accept Resolution 2004-20 ordering improvement and preparation of plans for the 16th Avenue SE and Wobegon Park Improvements. The motion was seconded by Rassier and passed unanimously. Award of Bid - Callawav Street: Bettendorf presented the Council with the following bid results for the Callaway Street Improvements: Larson Excavating $ 213,439.69 Molitor Excavating 215,413.92 Randy Kremer Excavating 231,295.55 Engineers Estimate 218,295.55 Bettendorf stated that he has reviewed the bids and requests the Council award the Callaway Street Improvement contract to the lowest bidder, Larson Excavating. Rassier made a motion to accept the low bid of Larson Excavating in the amount of $ 213,439.69 and authorize the Mayor and Administrator to execute the contract for the 2004 Callaway Street Improvements. The motion was seconded by Wick and passed unanimously. Utsch questioned whether or not the bid just accepted includes repair work to Cedar Court and if so what work will be completed. Bettendorf stated that Larson Excavating will repair Cedar Court and a small portion on Pond View Lane. It is uncertain what caused these two road sections to fail, but it is likely that · the problems are a combination of poor soils and utility companies disturbing the right-of-way. It appears as the road has shifted and it can be repaired with milling the cul-de-sac, re-shaping the area and then paving the area. Field Street: Bettendorf presented the Council with the final request for proposal form (RFP) for the Field Street Transportation Study. Before the RFP can be released, the form must be approved by the State Aid Engineer. Bettendorf will be adding boiler-plate provisions (State and Federal language ) to the request before it is distributed. Disadvantaged businesses are going to be asked to evaluate alternatives for the corridor as part of the process. The approved budget for this project is $159,000 of which $56,763 is the responsibility of the City. Wick questioned Bettendorf as to the proposed timeline for the project. Bettendorf stated that he anticipates the project to begin fall of 2004 with completion in early 2005. Rassier requested that throughout the process, each group identified in the RFT, be informed bi-monthly as to the status of the project. Hosch questioned how long the bidding would remain open. Bettendorf stated that it would remain open for 30days because of the federal funding. Rassier stated that even though his term expires in 2005, he would like to be involved with the project. Rassier made a motion to accept the final draft of the Request for Proposals for the Field Street Corridor. The motion was seconded by Utsch and passed unanimously. CR 121 Update: Rassier questioned Bettendorf as to the status of the CR 121 sidewalk. Rassier stated that he has been contacted by a resident who is concerned about the cracks, pop-outs, etc. Bettendorf stated that the City should see resolution on this matter shortly. Proposed Water Filtration Plant: Jeff Ledin of SEH presented the Council with the proposed plans for the Water Filtration Plant. He stated that he has been working on issues with the City's water plant needs over the past months. Part of the process includes a review of the current and future water usage and · demands. Ledin presented the Council with the following facts concerning the water system: DRAFT June 17,2004 Page 3 of 5 . ~ Average daily water usage is 450,000 gallons/day with the maximum daily usage about 2 Y2 times the average daily usage. ~ Water supply and water treatment are sized by the maximum daily usage. ~ To project the usage for the next 10-20 years, data from the past 7 years is used. Using math as a tool, it is clear that the average daily usage will more than double in those next few years. For design purposes, the average daily usage is going to be projected at 1.1 million gallons/day with a peaking factor at 2.5 million gallons/day. The current water filtration plant was updated in 1995 and was projected for 1 million gallons/day. Rassier made a motion to take a 5-minute recess; seconded by Wick and passed unanimously. The meeting was reconvened at 7:40 PM. Ledin stated that the current household average for water usage is 250 gallons/day. To prepare for future development, it is necessary to look at the different areas where water usage may increase. For example, if St. Wendel adds 400 new homes, the City would need to prepare for 230,000 gallons/day. With the new Arcon Development with 1,000 units, that would add up to 600,000 gallons/day. Those two areas would add an extra 1,000,000 gallons/day. It is important to try to size for the future. According to Ledin, it is easier to size over a 20-year window and then build appropriately. The City will need to make decisions that we may not if we knew the future. Hosch questioned what would happen if we would project for more than 2.5 million gallons/day. He stated that the last expansion was only 9 years ago and he doesn't want to see the City having to expand again in 9 years. Ledin stated that it can be difficult to determine the needs for greater than 10 years as the housing market is dependent upon the economy. They City could grow faster than projected creating a . need expand sooner than 9 years. The new facility has an expected life of 20 years, however, if planned correctly the facility could be a lifetime project. Ledin presented the Council with three alternatives for a new filtration plant. They are as follows: Alternate A 1.5 million gallons per day treatment capacity Design features: Single garage space, one chemical room, one office and lab, and the generator is stored outside. Future expansion: none Projected cost: $ 2,900.000 Alternate B 1.5 million gallons per day treatment capacity Design features: Double garage space, chemical rooms are separated into four, conference room, men and women's facility, lockers, reception area, generator stored inside Future expansion: ability to add 3 million gallons per day Projected cost: $ 6,320,000 Alternate C Same as alternate B, but the future expansion is constructed Projected cost: $ 8,000,000 Bettendorf stated that the Council does not need to make a decision at this meeting. Rather, review the information and determine what size of facility is needed. Rassier questioned whether the costs presented at this meeting include land costs or if they are just the facility. Bettendorf clarified that the costs presented do not include land. The City has been working with a developer to secure land, but that has yet to be completed. Rassier stated it is his opinion that the City should build the larger of the facilities with the anticipated growth. Bettendorf reminded the Council that in addition to constructing the -- water treatment plant, the City will need to begin planning for a second water storage facility. DRAFT June 17, 2004 Page 4 of 5 MAYOR REPORTS · EDA: Hosch stated that the EDA met yesterday and that there was a unanimous vote requesting the City Council to start discussions with St. Joseph Township to expand the Orderly Annexation area to include all the property to Interstate 94. It is the position of the EDA that property abutting CR 2 and the proposed bypass is a viable option for commercial expansion. Hosch also requested the Council pursue executing an Orderly Annexation Agreement between the City of St. Joseph and St. Wendel Township. Local Government Aid: Hosch reported that the City has a potential of losing a significant amount of Local Government Aid, The potential loss of revenue is a result of the Legislature failing to come to consensus at the end of the 2004 Session. COUNCIL REPORTS RASSIER - Rassier stated that he too has concerns regarding the proposed loss of revenue in 2005. The City was able to recover the loss in 2004 due to the considerable growth St. Joseph is experiencing, However, if the growth does not continue, the loss may result in a reduction of services. WICK - None UTSCH - None ADMINISTRATOR REPORTS Memorandum of Understandinq with St. Joseph Township: Weyrens reported that previously the City meet jointly with St. Joseph Township to discuss the process of platting in the Orderly Annexation area, It was the consensus of those present that the existing Memorandum of Understanding was unclear and did not require a developer to contact the City prior to platting. Therefore, it was agreed to amend the · Memorandum of Understanding. Weyrens presented the Council with the amended Memorandum of Understanding, which now requires a developer platting property in the Orderly Annexation area to notify the City. The City will then forward any comments orconcerns to Stearns County Environmental Services. The Memorandum also provides an opportunity for the Joint Planning Committee to meet. Rassier made a motion authorizing the Mayor to execute the Memorandum of Understanding between the City and Township of St. Joseph. The motion was seconded by Utsch and passed unanimously. Ordinance 54.18 - Park Dedication: Weyrens presented the Council with the final Park Dedication Ordinance. The Ordinance before them is the result of the discussions at the previous Council meeting. The Ordinance has been numbered sequentially and the notice has been published. Utsch stated that he has concerns regarding the new dedication fee and questioned whether the per lot fee is the total fee paid by the Developer. Weyrens stated that in addition to the per lot fee, the developer is required to connect the development to the Trail system in St. Joseph. This connection can be via trail, sidewalk or street. Wick made a motion to accept the amendment to Ordinance 54.18 - Park Dedication. The motion was seconded by Utsch. DÎscussÎon: Rassier and Utsch both stated their concern for the developers paying more per lot and also more in connection fees. Hosch stated that when they plan to develop in the City, they should be prepared to connect to the trail system within the City. Utsch said that the requirement to connect to the trail system is not there are no trails in the Northland Addition, so therefore the cost of connecting to the trails should be included in their Park Dedication Fee. Hosch and Wick feel that these fees are very reasonable. Hosch stated that there were Public Hearings held in regards to this fee and no one attended or voiced their opinions. Wick also stated that the CMBA was aware that the City was amending the · Ordinance and they did not attend the meeting to raise objection. DRAFT June 17, 2004 Page 5 of 5 . Weyrens suggested that maybe developers get partial credit on the trail connection fees. Utsch agreed with Weyrens. She proposed wording it so that developers would receive 50% credit for connection fees, but not to exceed a specified amount. Utsch stated that the Council should look at each development on a case-by-case basis and determine the amoUl"It of credit that they would receive. Rassier stated that he would hate to see the Parkland Dedication Fee increase and not be able to use any of those funds to fix existing parks. Hosch stated that he believes that the new fees will help to control development. Wick agreed to amend the motion to allow the Council discretion in determining if a credit will be provided to a developer for connection of the trail system. The motion was passed unanimously. Adjourn: Utsch made a motion to adjourn at 8:45 PM; seconded by Wick and passed unanimously. Judy Weyrens Administrator . . · I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION DATE: July 1. 2004 Engineering Joseph R. Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2003 Liberty Pointe Improvements Change Order No.5 PREVIOUS ACTION None · RECOMMENDED COUNCIL ACTION 1. Authorize the final completion date to be changed. 2. Approve for payment. FISCAL IMP ACT $3,900 COMMENTS/RECOMMENDATIONS 1. Alleviate wear course from major construction traffic throughout the summer. 2. .During construction of the Liberty Pointe Improvements, additional grading material was required on site. It was more cost effective to excavate the granular material on site than to truck granular material from an off site location. This material was excavated out of the primary storm water detention pond on site, and as a result, lowered the finished elevation of the pond. To prevent future washing of the pond around the inlet apron, the storm sewer was lowered to bring storm water in at the pond bottom. · X:\SIs~oe\common\D39 Req Council ActÌon\0306 co5-062804.doc DOCUMENT 00640 CHANGE ORDER NO.5 OWNER City of St. Joseph DATE June 11,2004 . CONTRACTOR R. L. Larson Excavating, Inc. ENGINEER SEH Contract A-STJOE 0306 OWNER's No. N/A Project 2003 Liberty Pointe Improvements, St. Joseph, MN You are directed to make the following changes in the Contract Documents: Description: 1. Change Final Completion date from June 30,2004 to September 16,2004. . The Change Order is subject to the following tenns and conditions: All work with the exception of the final wear course, must be finished on or before the substantial completion date as stated in the construction documents. 2. Adjust inlet apron to the stonn pond. UNIT ITEM .. DESCRIPTION UNIT COST QUANTITY AMOUNT 92 STORM POND APRON LS $3,900.00 1.00 $3,900.00 TOTAL ADD $3,900.00 . Reason for Change Order: 1. Alleviate wear course from major construction traffic throughout the summer. 2. During construction of the Liberty Pointe Improvements, additional grading material was required on site. It was more cost effective to excavate the granular material on site than to truck granular material from an off site location. This material was excavated out of the primary stonn water detention pond on site, and as a result, lowered the finished elevation of the pond. To prevent future washing of the pond around the inlet apron, the stonn sewer was lowered to bring stonn water in at the pond bottom. Attachments: N/A CHANGE IN CONTRACT TIMES CHANGE IN Substantial Ready for FinaI ITEM CONTRACT PRICE Completion Payment Original Contract Price: $895,020.99 10/17/03 06/25/04 Net increase (decrease) from previous Change $249,147.80 No Change No Change Order No.1 to 4: Contract price prior to the Change Order: $1,144,168.79 10/17/03 06/30/04 Net increase (decreaso) of this Change Order: $3,900.00 No Change 09/16/04 Contract price with all approved Change Orders: $1,148,068.79 10/17/03 09/16/04 . RECOMMENDED: APPROVED: ACCEPTED: SEH City of St. Joseph R. L. Larson Excavating, Inc. PO Box 1717 PO Box 668 2255 12th Street SE . St. Cloud, MN 56302-1717 St. Joseph, MN 56374-0668 St. Cloud, MN 56304 By: ~~ By: By: Title: Title: P ~ect Engmeer TItle: Date: 06/11/04 Date: Date: X:\Slstjoe\030600Ispecs\CO#5,doc . - . . I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION DATE: June 28~ 2004 Engineering Joseph R Bettendorf. PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2003 Northland Plat 7 Application for Payment No.6 PREVIOUS ACTION None . RECOMMENDED BOARD ACTION Approve for payment. - FISCAL IMPACT $1,175.37 COMMENTSIRECOMMENDATIONS - .~ .~ SEH · June 25,2004 RE: St. Joseph, Minnesota 2003 Northland Plat 7 SEH No. A-STJOE 0310 14 Honorable Mayor and City Council c/o Ms. Judy Weyrens City Administrator City of St. Joseph P.O. Box 668 St. Joseph, MN 56374-0668 Dear Mayor and Members of the City Council: Enclosed please find Application for Payment No.6 for this project. We reviewed this application and it appears to be in order. Sign all copies and return to SEH. We will obtain the Contractor's signature and forward you an executed copy. · If you have any questions, please feel free to call us. Sincerely, ~ ({3~ 8h R. BettendOlf, PE . 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I AttaChmentt90r No I REQUEST FOR COUNCIL ACTION DATE: June 28~ 2004 Engineering Joseph R Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2002 East Baker Street Life Station Application for Payment No.4 PREVIOUS ACTION None . RECOMMENDED BOARD ACTION Approve for payment. FISCAL IMPACT $7,315.09 COMMENTS/RECOMMENDATIONS . J¿ .~ SEH · June 25,2004 RE: St. Joseph, Minnesota 2002 East Baker Street Lift Station SEH No. A-STJOE 0211 14 Honorable Mayor and City Council c/o Ms. Judy Weyrens City Administrator City of St. Joseph P.O. Box 668 St. Joseph, MN 56374-0668 Dear Mayor and Members of the City Council: Enclosed please find Application for Payment No.4 for this project. We reviewed this application and it appears to be in order. Sign all copies and return to SEH. We will obtain the Contractor's signature and forward you an executed copy. If you have any questions, please feel free to call us. · Sincerely, ~§:~ Ity Engineer Jmw Enclosures X:\S\5ljoe\021100\spcçs\CQ,Q payap 4,doc · Short Elliott Hendrickson Inc., 1200 25th Avenue South, PO, Box 1717, SI, Cloud, MN 56302-1717 SEH is an equal opportunity employer I www.sehinc.com I 320,229.4300 I 800.572,0617 ¡ 320,229.4301 fax N'<t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CC ~8 0 0 0 0 0 LO 0 0 0 0 N 0 0 0 0 0 0 0 tíi ~~ 0 0 Il'5 ..¿. 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N I- ~U)a: '~ t-~_~ a:NU) U)C"U) 0c"U) Z :ä: I- 0 Z I/) 1.1.1 '1.1.1 :E ,0 ~ ,... co C" Ó N c: z co 0 0 ~ ã5 c: ~ 0 u.. 1.1.1 a: w Z Ó 0 I/) 0 0 0 :æ a: 0 z Z I- 0 0 . ~ ¡- u >- W 1.1.1 W W uc:< e: t: w I- :æ > u .< ø I- :æ 0 wwC: ...J ...J ~ ;:j ~Zl- :!: :E < Z < 0 c: C" 03:Z '1.1.1 ':¡æ I- < I- m u a.. a.. a: 0 ¡- :I 0 ::I: 0 :I 1.1.1 a.. < a..ou - I/) I- U l- I/) a: < · I Attachment: ~r No I REQUEST FOR COUNCIL ACTION DATE: June 28~ 2004 Engineering Joseph R Bettendorf, PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2004 Northland Plat 8 Application for Payment No. 1 PREVIOUS ACTION None · RECOMMENDED BOARD ACTION Approve for payment. FISCAL IMPACT $173,264.87 COMMENTS/RECOMMENDATIONS · Î¿t --Z -F--A" SEH · June 25, 2004 RE: St. Joseph, Minnesota 2004 Northland Plat 8 SEH No. A-STJOE 0403 14 Honorable Mayor and City Council c/o Ms. Judy Weyrens City Administrator City of St. Joseph P.O. Box 668 St. Joseph, MN 56374-0668 Dear Mayor and Members of the City Council: Enclosed please find Application for Payment No. 1 for this project. We reviewed this application and it appears to be in order. Sign all copies and return to SEH. We will obtain the Contractor's signature and forward you an executed copy. If you have any questions, please feel free to call us. · Sincerely, \ P<3~ Jose I h R. Bettendorf, PE Ity Engineer JillW Ene1ðStlreS X:\S\5ljoe\040300lspec'\CO-O payap ¡,doc · Short Elliott Hendrickson Inc., 1200 25th Avenue South, P,O, Box 1717. St. Cloud. MN 56302-1717 SEH is an equal opportunity employer i www.sehinc.com I 320,229.4300 I 800.572,0617 I 320,229.4301 fax œ::œ::I "'""'" It) 0 0 0 0 0 I"- 0 0 0 0 0 0 WOW 00 ~ 0 0 0 C"! 0 N 0 0 0 0 C? C? ""'0 .~oo CON N 0 0 0 N 0 r--: 0 0 0 0 (') 0 .,... ..... "'" æ æ .,... I"- æ CO æ æ æ æ <!) æ CO e;;¡.,... .,... æ. æ. 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X (J) ~ ~Of- U c-5i31!(I):::Joo f-OW O-J 000 ct f-"" ::::¡ CJ) :::J .~ - <l> E ::::¡ 0 t: co 0 >- co ..., ~ CQ¡....:O W 1! §"O:ê ~ <l> 1! O~<{ iEo¡....: t:o¡"": e:: <{(/)2 a f- ~.8 $: g' -5 f- 2NS (/)O-(/) OO-(J) o 9 e:: a u. 00 w W % . e:: CJ) a a 000 :E e:: a % ¡:: % t >-w 0 w w a <t t <t e::t: w f- :E ~ U we::e:: <t~ t.?-J t: :E 0 ::::¡ ""~f- :E:Ect %ct :E 0 e:: - ~ 0>%0 w:Ef- ctf- 00 U ~ ~ e::> f-::>O:l:O ::> w ~ ct ~ou - (/)f- Uf- CJ) e:: ct - · I Attaclunent~)or No I REQUEST FOR COUNCIL ACTION DATE: June 28. 2004 Engineering Joseph R Bettendorf. PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 2003 Liberty Pointe Improvements Application for Payment No.8 PREVIOUS ACTION None · RECOMMENDED BOARD ACTION Approve for payment. FISCAL IMPACT $43,617.14 COMMENTS/RECOMMENDATIONS · ~ .~ SEH · June 25, 2004 RE: St. Joseph, Minnesota 2003 Liberty Pointe Improvements SEH No. A-STJOE 0306 14 Honorable Mayor and City Council c/o Ms. Judy Weyrens City Administrator City of St. Joseph P.O. Box 668 St. Joseph, MN 56374-0668 Dear Mayor and Members of the City Council: Enclosed please find Application for Payment No.8 for this project. We reviewed this application and it appears to be in order. Sign all copies and return to SEH. We will obtain the Contractor's signature and forward you an executed copy. · If you have any questions, please feel free to call us. Sincerely, ~~ G\h R. Bettendorf, PE City Engineer Jmw Enclosures X:\S\stjoe\030600\specslAPL-O payop 8.doc · Short Elliott Hendrickson Inc., 1200 25th Avenue South, fO, Box 1717, St, Cloud, MN 56302-1717 SEH is an equal opportunity employer I www.sehinc.com i 320,229.4300 I 800.572,0617 I 320,229.4301 fax D:::D::J: C')"<t ..- 0 0 C') 0 0 0 LO 0 0 0 LO 0 WOW 00 -"0 0 0 0 ~ 0 0 0 I'- 0 I'- 0 "<t 0 zl-en NN c:i IÓ c:i N c:i c:i " ..,f ..- c<5 r-: r-: ..,f en to ó'7 C') N ó'7 ó'7 ¿;; I'- C') C') ã.. ó'7 ¿;; ó'7 ó'7 ó'7 0 ~ ü W I- Z Õ (L >- 0 0 0 0 0 0 0 0 0 0 0 CO 0 I- ~ 0 C'! 0 0 0 CO 0 LO 0 0 ~ 0 a::: ..- c:i ..- r--: c:i c:i " Ñ ..- C') ::::> 0 ..- ..- 0 0 ..- 0 a::: N :x: I- 0 0 0 C') 0 0 0 0 0 0 0 0 0 C 0 0 0 ~ 0 0 0 0 0 0 0 0 0 W c:i c:i c:i N c:i c:i "<i c:i c:i c:i c:i c:i c:i :x: ó'7 ó'7 ó'7 CO ó'7 ó'7 N ó'7 ó'7 ó'7 ó'7 ó'7 ó'7 en to "<t ::ï Ò ¿;; ó:: c.. ¿;; ú.i:e 0 !;(O LL. a::: cg 0 I-<C I- zx: U Wa::: ~ :eO I- tl:Is: z a::: a::: 0 C)O U <CLL. 0 LO 0 C') 0 0 0 0 0 0 0 0 0 N 0 ~ 0 0 0 ~ 0 LO 0 0 0 c:i cD c:i N " Ñ c<5 ó'7 Ñ cD ct5 r-: r-: - ó'7 C') N C') ó'7 ..- ..- C') "<t "<t ¿;; ó'7 ¿;; ó'7 ó'7 ó'7 ó'7 ó'7 ó'7 . ..- 0 LO 0 0) 0 0 0 LO 0 LO LO LO 0 OC? 0 ..- '<I: ~ 0 C'! 0 "<t C') C') ~ c:i ..- c:i ..- N ..- IÓ ¿;; " co Zü W cî en 0 D::: zx > ü ° Ó -w <t: W D::: LL Z tO~z ø Q. ü :::> ø :5 0 Z .....I I- ~L:ë 0 Z en ü ã: <t: Z OQ.en iñ :::> Q. ã: w wwa::: II) ° W ø <t: W :E Oen<t: Z Z W :::> en ã: S I- ~ ..O...J D::: ~ <t: <t: 1-" . 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O>Z 1-««««« I- m U c.. ~ ~>O O~~~~~ 0 ::J W 0.. « o..OU I-UUUUU I- CJJ tt: « · I Attaclunent: Yes or No I REQUEST FOR COUNCIL ACTION Consent 3 (h) DATE: July 1, 2004 Administration ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Variance Request - Accept the recommendation of the Planning Commission and deny the 44' variance request of Stonehouse Properties LLC. PREVIOUS ACTION The Planning Commission conducted a public hearing on June 7, 2004 (see attached minutes) and tabled action until June 21,2004. The matter was tabled to gather additional information. Stonehouse Properties LLC submitted a revised drawing indicating that they no longer needed a variance. Since a · formal withdraw was not received, the Planning Commission denied the variance request. RECOMMENDED COUNCIL ACTION Adopt the findings of the Planning Commission FISCAL IMPACT COMMENTS/RECOMMENDATIONS · RESOLUTION OF FINDINGS . A RESOLUTION OF THE ST. JOSEPH PLANNING COMMISSION, ST. JOSEPH, MINNESOTA, RECOMMENDING DENIAL OF A SIGN VARIANCE REQUEST WHEREAS, the St. Joseph Planning Commission conducted a public hearing on June 7, 2004 to consider a 44' variance request on the maximum size of a business sign. The request for variance was submitted by Stonehouse LLC. The purpose of the sign was to construct a business sign for the Stonehouse Tavern and Eatery located at 2010 County Road 75; and WHEREAS, all required public notices regarding the public hearing were posted and sent; and WHEREAS, the St. Joseph Planning Commission duly opened the public hearing and accepted testimony on the application. After all those wishing to be heard testified, the hearing was closed and the Planning Commission discussed the request; and WHEREAS, the St. Joseph Planning Commission tabled action on the variance request to June 21, 2004 to gather additional information from the City Attorney and property owner; and WHEREAS, the St. Joseph Planning Commission reconvened on June 21, 2004 . and reconsidered the variance request of Stonehouse Properties LLC to construct a sign 44% larger than that allowed by the St. Joseph Code of Ordinances. NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF ST. JOSEPH, MINNESOTA, that it adopts the following findings of fact relative to the variance request: Finding A: Property owner withdrawal. Finding: The property owner submitted a faxed re-design of the sign, whereby it was noted that the sign has been re-designed to meet the requirements of the St. Joseph Code of Ordinances. Finding B: Variance Findings. Finding: The Planning Commission could not identify any findings to grant the variance request as a hardship was not present and the granting of the variance would have granted rights denied to other property owners in the same Zoning District. BE IT RESOVED BY THE PLANNING COMMISSION OF THE CITY OF ST. JOSEPH, MINNESOTA, that the variance request of Stonehouse Properties is hereby denied. e ADOPTED this 21 sl day of June, 2004. . BY: CITY OF ST. JOSEPH Gary Utsch, Planning Commission Chair ATTEST: Judy Weyrens, Administrator . . Pursuant to due call and notice thereof, the Planning Commission for the City of St. Joseph met in regular session on Monday, June 21, 2004 at 7:00 PM in the St. Joseph City Hall. . Members Present: Chair (Council Liaison) Gary Utsch. Commissioners: Bob Loso, Marge Lesnick, Jim Graeve, Mike Deutz, Sister Kathleen Kalinowski. Administrator Judy Weyrens. Others Present: Kay Lemke, Ellen Wahlstrom, Andrew Berger, Janel Weisen, Tim Borresch, Jim Fredricks Variance Request - Stone House Tavern: Utsch stated that the Planning Commission tabled action on the variance request of Stonehouse Properties LLC to construct a sign 44% larger than the maximum allowed. The matter was tabled to allow the petitioner to provide information as to why the variance should be granted and to receive an opinion from the City Attorney as to how the size of a sign is measured. Weyrens presented the Commission with an opinion from the City Attorney whereby he indicates that the size of a sign is measured by the surface the letters are mounted, Weyrens further reported that the property owner, Stonehouse LLC has withdrawn their request for variance as they were able to redesign the sign. Since the City did not receive a formal withdraw of the request, Weyrens requested the Commission recommend the Council deny the request. Graeve made a motion to recommend the City Council adopt the following findings, denying the variance request of Stonehouse LLC (see exhibit "S"). The motion was seconded by Deutz and passed unanimously. . . Pursuant to due call and notice thereof, the Planning Commission for the City of St. Joseph met in regular '_ session on Monday, June 7, 2004 at 7:00 PM in the St. Joseph City Hall. Members Present: Chair (Council Liaison) Gary Utsch. Commissioners: Bob Loso, Marge Lesnick, Jim Graeve, Mike Deutz, Kurt Schneider, Sister Kathleen Kalinowski. Administrator Judy Weyrens. Others Present: Bill Nelson, Paul Petrek, Mike Gohman, Jim Krebsbach Approve Aqenda: Loso made a motion to approve the agenda; seconded by Lesnick and passed unanimously. Approve Minutes: Loso made a motion to approve the minutes; seconded by Deutz and passed unanimously. Public Hearinq - Variance Reauest - Stonehouse Properties: Chair Utsch called the public hearing to order and stated that the purpose of the hearing is to consider a forty-four foot variance on the maximum size of a business sign. The variance is being requested to construct the business sign for Stone House Tavern and Eatery. The request has been submitted by Stonehouse Properties, LLC, PO Box 511, St. Joseph, MN 56374. Paul Petrek spoke on behalf of Stonehouse Properties. Petrek stated that he is in receipt of the recommendation of the City Attorney and Public Works Director and has a few concerns. Petrek stated that the City Attorney is recommending the denial of the variance as a hardship is not present. Petrek presented the Commission with the following information: - 1. Pictures of signs on adjacent properties indicating that the signs are considerably larger than the maximum allowed by the current Ordinance. For example the Lighthouse has a sign that measures 192 square feet and the SUper 8 Motel has a sign that measures 128 square feet. 2. The City Attorney recommended that the v.§lriance be denied because to grant the variance they must show a hardship. Petrek stated that they are being treated differently than the other two properties adjacent to them (The Lighthouse & Super 8 Motel). It is his opinion that the request before the Commission is a modest request as they are only requesting an addition 44 feet and the sign will only be single sided. 3. Petrek indicated that the safety issues identified in their application were ignored and were not taken into consideration by the Attorney. Petrek also spoke about the uniqueness of the sign. They were able to obtain a log that is 500 years old, and as a result, the surface area needs to be larger because of the size of the log. The lettering must match the sign structure. He further stated that due to their location, the stop lights will affect the visibility. Petrek stated that Stonehouse LLC is undertaking a large risk in a volatile industry and believe that he will be at an unfair advantage if he cannot properly advertise the business. The spirit and interest of the sign is another reason as to why they should have their variance granted. Petrek stated that the sign is tasteful and will be a point of interest in the City. With the Wobegon Trail in St. Joseph, they feel that this would bring out the natural element in the sign. He also stated that if the variance is denied, that would bring up the question as to how and why the Super 8 and Lighthouse got approval for their signs. Weyrens clarified that the City recently annexed the Super 8 and Lighthouse. The existing signs are grand fathered under the Township Ordinances. However, once the sign needs repair beyond 50% of the structure, the sign will need to be constructed in accordance to City regulations. - Mike Gohman of Gohman Construction spoke in support of the sign. He stated that Gohman Construction has been helping with the designing of the sign. The sign will not be a wooden sign with painted letters, I Attachment: Yes or No I - REQUEST FOR PLANNING COMMISSION ACTION Variance - Sign Request - Stonehouse Tavern DATE: June 21, 2004 AGENDA ITEM Stonehouse Properties LLC, Variance Request PREVIOUS ACTION The Planning Commission conducted a public hearing on June 7, 2004 for a 44' variance on the size of a business sign for Stonehouse Tavern and Eatery. The general consensus ofthe Planning Commission was that their were no findings to grant a variance and were heading towards denial. The contractor for the project requested clarification on how the maximum size of a sign is determined and indicated that in the industry signs are measured on the size of the lettering. In addition, the property owner indicated that a hardship would be present if the variance was denied. Therefore, the Planning Commission tabled the matter to June 21, to allow the property owner to reconsider the findings for granting a variance and an opinion from the City Attorney deteTI11ining how a sign face is measured could be rendered. - RECOMMENDED PLANNING COMMISSION ACTION Deny the variance request as the property owner has re-designed the sign to meet the Ordinance and their were no findings to grant a variance. COWv1ENTSIRECOMMENDATIONS The property owner has resubmitted the sign design and it now fits within the Ordinance. Therefore the variance is not needed. In order to satisfy the procedural requirements of a variance, the Planning Commission should fOTI11ally deny the request. e . 'V!Raikowski 11 Seventh Avenue North' ~~~~~~~I lid. P,O, Box 1433 June 16, 2004 St, Cloud, MN 56302-1433 Ms. Judy Weyrens 320-251-1055 City Administrator for the City of St. Joseph Toll Free 800-445-9617 25 North College Avenue P.O. Box 668 Fax 320-251-5896 St. Joseph, MN 56374 RE: Research on signs rajhan@rajhan.com www,rajhan,com Dear Judy: The City has asked us to research how signs are measured. Please be advised that a sign should be measured by its outmost physical limits, not by the wording or graphics on the sign. First, the City Ordinance defines "sign" as: a name, identification, description, display, illustration or device which is affixed to or represented directly or . indirectly upon a building, structure or land in view of the general public and which directs attention to a product, place, activity, person, institution or business. Frank J, Rajkowski .. St. Joseph City Code § 52.05, Subd. 95. This definition implies that a sign is measured by the Gordon H, Hansmeier entire area of the physical structure on which the wording rests. Frederick L. Grunke Second, the Minnesota Rules provide that, "in all areas, all signs shall be measured by the Thomas G, Jovanovich" smallest square, rectangle, triangle, circle, or combination thereto, which will encompass the entire sign." Minn. Rule 8810.0600. Based on this rule alone, a sign is clearly measured by its Paul A, Rajkowski" outermost physica1limits, not by its lettering or graphics. Kevin F. Gray If you have any further questions regarding this matter, please call me. William J, Cashman Richard W. Sobalvarro Sincerely, Susan M, Dege LeAnne D, Barlishofski RAJKOWSKI HÞ¡4NS~IER LTD. '",/ I , Sarah L. Smith-Larkin í~:~"Î I ! /.' ! .' / ,: ¡ .I Troy A. Poetz By/;jJ./[/ >-// Joseph M, Bromeiand Thomas G. Jovanovich ! .ry J, Haupert TGJ/LJP/mai La rei J. Pugh Frank ). Rajkowski and Richard W Sobafvarro are aámitted to practice in North Dakota, Gordon H. Hansmeíer in North Dakota and \,IVisconsin, Paul A. RajkolN'Skí and Sarah L. Smith/in Wisconsin. "and William J Cashman in South Dakota. DMember of American Board of Trial Advocates. ðQualified ADR Neutral. JUN-17-2004 01 :07PM FROM-Johnson & Petrek 320 271 3461 T-432 P.001/002 F-717 PETREK LAW OFFICE P.O. Box 511 . Soren Paul Petrek - Attorney 710 CSAH 75 E., #103 St. Joseph, MN 56374 Phœe: (320) 271-2500 Fax: (320) 271-3461 Loa¡ Prairie Phone: (320) 732-2500 FACSIMILE COVER PAGE DATE: ~/J7/04 ll7 of S'¡' T¿~k TO= 'Jhd. ~..I AJw.,,, d.../ol r FAX 0.: 5b 3 - 0347- FROM: SOREN PAUL PETREK RE: 1t~.,J;J tJ.,~ ;~ 1/)<' 24 ,,"- "ft s., {¿d. No 11r:..f. c/ þ,/ \[ ti-rJ uv\u MESSAOÈ: ð~ .. . CONTENTS: '2- PAGES (including ~ cover page) The informatiOn trønllmitted by this fax message may be privileged and confidential and is intended for the use of the addressee named above. Iftb.e reader of this message is not the designated addressee, you are notified that any dissemination, distribution, or copying of this mes.sap is prohibited.. If you erroneously have received this transmission, please ca:n the office of'the above sender immediately and return tM original messqe to the address sho,rm above via the U.S. Post OffIce. IF nœRE ARB ANY PROBLEMS WITH RECEIVING THIS FACSIMILE, PLEASE CONTACT THE APPLICABLE PETREK LAW OFFICE AT THE TELEPHONE NUMBER PROVIDED ABOVE. It JUN-17-2004 01:08PM FROM-Johnson & Petrek 320 271 3461 T-43Z P.002/DDZ F-r1r ~ I,~ .s?§ -.1 If J .If ., :!J I ~I ~ If ~f " oS i- s~ I: ! J;;§ 6 . I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION Consent 3(i) DATE: July 1, 2004 Administration ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Gambling Permit - Accept the Application for Exempt Gambling Permit for the St. Joseph Volunteer Fire Department for a fundraiser to be held on October 14,2004 at the E1 Paso Sports Bar. PREVIOUS ACTION . RECOMMENDED COUNCIL ACTION Accept the application without a waiting period FISCAL IMPACT COMMENTS/RECOMMENDATIONS e ß Minnesota Lawful Gambling Page 1 of2 3/01 LG~20 Application for Exempt Permit Fee.. $25 For Boar se Only Fee Paid . Organization Information Organization name . Last name Daytime phone number of CEO Øo.v-(A. (tel de.... to C32.D ).3 3-<& 3Z. Name of treasurer Daytime phohe number of First name Last name treàsurer: ' ('3. 2V) Z 59 - ,. Check the box that best describes your organization: o Fraternal 0 Religious· o Veteran o Other nonprofit organization Check the box that indicates the type of proof your organization attached to this application: o IRS letter indicating income tax exempt status , .' '.;:?' !î] Certificate of Good Standing from the Minnesota Secretary of State's Office ("", u '5+ be. c_Lu-v-uic; o A charter showing you are an affiliate of a parent nonprofit organization D Proof previously submitted and on file with the Gambling Control Board . State/Zip Code County ~ b - Check the box or boxes that indicate the type of gambling activity your organization will be conducting: D' *Bingo .J&f Raffles (cash prizes may not exceed $12,000) D *paddlewheel~ .ø:*PulI-Tabs D *Tipboards *Equipment for these activities mustbeobtained from a licensed distributor. This form will be made available in Your name and and your organization's the following: Board members, staff ofthe alternative format (Le. large print, Braille) name and address will be public information Board whose work assignment requires upon request. The information requested when received by the Board. All the other that they have access to the information; on this form (and any attachments) will be information that you provide will be private the Minnesota Department of Public Safety; used by the Gambling Control Board data about you until the Board issues your t~e Minnesota Attorney General; the (Board) to determine your qualifications to permit. When the Board issues your Minnesota Commissioners of be involved in lawful gambling activities in permit, all of the information that you have Administration, Finance, and Revenue; the Minnesota. You have the right to refuse to provided to the Board ih the process of Minnesota Legislative Auditor, national and supply the information requested; however, applying foryour permit will become public. international gambling regulatory agencies; if you refuse to supply this information, the If the Board does not issue you a permit, anyone pursuant to court order; other Board may not be able to determine your all the information you have provided in the individuals and agencies that are qualifications and, as a consequence, may process of applying for a permit remains specifically authorized by state or federal . refuse to issue you a permit. If you supply private, with the exception of your name law to have access to the information; the information requested, the Board will and your organization's name and address individuals and agencies for which law or be able to process your application. which will remain public. legal order authorizes a new useor sharing Private data about you are available only to of information after this Notice was given; and anyone with your consent. LG220Application for Exempt Permit Page 2 of 2 'Organization Name £~ -JOŠÄ;V)4. . \~ L t:;Zf'F J~/ f6f-tZ5 3101 Local Unit of Government Acknowledgment If the gambling premises is within city limits, the If the gambling premises is located in a township, both · city must sign this application. the county and township must sign this application. On behalf of the city, I acknowledge this application. On behalf of the county, I acknowledge this application. Check the action that Check the action that the city is taking on this application. the county is taking on this application. . I;lJ The city approves the application with no ' o The county approves the application with no waiting period, waiting period. o The city approves the application with a 30 day o Th~. counfX approves the application with a 30 day waiting period, and allows the Board to issue a waiting penod, and allows the Board to issue a permit after 30 days (60 days for a first class permit after 30 days. city). o The city denies the application. o The county denies the application. Print nam~ of city Jò~ h Print name of county (Signature of county personnel receiving application) Title Date _1_1- Date~1 >'-1 1ft TOWNSHIP: On behalf of the township, I acknowledge that · the organization is applying for exempted gambling activity r within the township limits. [A township has no statutory authority to approve or deny an application (Minn. Stat. sec. /\:... @ 349.213, subd. 2).] Print name of township (Signature of township official acknowledging application) Hie Date __L_~_ Chief Executive Officer's Signature The information provided in this application is ?:{Iete and accurate to the best of my knowledge. Chief executive officers signature;¥ ~ Name (please print) -:s- D ~ ~ rA r¿: c..{ CC(L. Date ~ /..d:2::.J~ Mail Application and Attachments At least 45 days prior to your scheduled activity date send: · the completed application, If your application has not · a copy of your proof of nonprofit status, and been acknowledged by the · a $25 application fee (make check payable to "State of Minnesota"), local unit of government or Application fees are not prorated, refundable, ortransferable, has been denied, do not Send to: Gambling Control Board send the application to the · 1711 West County Road 8, Suite 300 South Gambling Control Board. Roseville, MN 55113 . I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION 5 - Birch Street Rezoning DATE: July 1, 2004 Administration ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Birch Street Rezoning - RI, Single Family to R3, Multiple Family PREVIOUS ACTION The City Council initiated a rezoning request to reconsider the rezoning of property abiltting Birch Street East. Acting on a previous request, the City Council denied the rezoning by a vote of 3-2. As you recall, MN Statute requires a 4/Sth vote of the Council when rezoning property from residential to business or commercial. Therefore, by not receiving the required votes the rezoning was denied. . RECOMMENDED COUNCIL ACTION Adopt the findings of the Planning Commission, rezoning property abutting Birch Street from the current Rl, Single Family to B2, Highway Business. FISCAL IMPACT COMMENTS/RECOMMENDATIONS Included in the packet is an opinion from the City Attorney regarding the control of the City when development plans are submitted in a B3 zoning district. Concern was expressed as to whether or not the City has the ability to deny a redevelopment request if the proposal is a permitted use in the B2 Zoning District. The City Attorney has provided an opinion that the City can deny a request if the proposed development is not compatible with the adjoining property. I was also asked to provide a layout of the subject property, indicating the buildable area of each lot. The Planning Commission acknowledged that a development may require more than one lot. What ever is . constructed must meet the requirements of the Zoning Ordinance. RESOLUTION OF FINDINGS . A RESOLUTION OF THE CITY OF ST. JOSEPH, MINNESOTA RECOMMENDING THE REZONING REQUEST AFFECTING PROPERTIES ABUTTING EAST BIRCH ST WHEREAS, the City Council on June 3, 2004 by a unanimous vote initiated a request to rezone property located along Birch Street from the current R-1 Single Family to B2, Highway Business; and WHEREAS, the City Council authorized a public hearing for a same area for which a rezoning public hearing was conducted on May 3, 2004. At that hearing the Planning Commission recommended approval to rezone the area to B2 Highway Business and the City Council denied the rezoning by a vote of 3-2 in favor. Minnesota Statute requires 4/51h vote for the rezoning of property from residential to commercial or Industrial; and WHEREAS, the St. Joseph Zoning Ordinance includes a provision allowing a successive hearing for the same application without waiting six months if the Council by a vote of 4/51h approve such; and WHEREAS, all required public notices regarding the public hearing were posted and sent for a public hearing to be held on June 21, 2004 before the St. Joseph Planning . Commission; and WHEREAS, the Planning Commission duly opened the public hearing and accepted testimony on the application. After all those wishing to be heard testified, the hearing was closed and the Planning Commissioners discussed the rezoning request. NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF ST. JOSEPH, MINNESOTA, that it adopts the following findings of fact relative to the rezoning request: Finding A: Initiation and Process St. Joseph Code of Ordinances 52.07 Subd. 5 identifies three specific process for amending the Zoning Map. Finding: The City Council on June 3, 2004 unanimously moved to initiate a petition for the rezoning of certain property abutting Birch Street East. St. Joseph Code of Ordinances 52.07 Subd 5 (a) identifies City Council initiation as a method of amending the Zoning Map. Finding B: Consistency with the St. Joseph Comprehensive Plan. Chapter 4 of the St. Joseph Comprehensive Plan, entitled Land Use, establishes planning districts and indicates future land uses. Finding: The subject property is located in Planning District 7 . of the St. Joseph Comprehensive Plan. The future land use map guides the subject area for Highway . Business. Therefore, the Zoning Amendment is consistent with the Comprehensive Plan. Finding C: Conversion of a residential area without a Development Plan. Finding: The St. Joseph City Attorney has provided an opinion that the City has the ability to review and approve development plans within the Highway Business District. This review includes a provision that the use is compatible with adjoining property. (St. Joseph Code of Ordinances 52.31 Subd. 9) Further, St. Joseph Code of Ordinances 52.31 Subd. 6 provides a buffer between commercial and residential development. BE IT RESOVED THE PLANNING COMMISSION OF THE CITY OF ST. JOSEPH, MINNESOTA, hereby requests the City Council accept the recommendation of the Planning Commission to rezone property abutting Birch Street East from the current R1 Single Family to B2, Highway Business. ADOPTED this 21th day of June, 2004. . BY: CITY OF ST. JOSEPH Gary Utsch, Planning Commission Chair ATTEST: Judy Weyrens, Administrator . Pursuant to due call and notice thereof, the Planning Commission for the City of St. Joseph met in regular session on Monday, June 21,2004 at 7:00 PM in the St. Joseph City Hall. · Members Present: Chair (Council Liaison) Gary Utsch. Commissioners: Bob Loso, Marge Lesnick, Jim Graeve, Mike Deutz, Sister Kathleen Kalinowski. Administrator Judy Weyrens. Others Present: Kay Lemke, Ellen Wahlstrom, Andrew Berger, Janel Weisen, Tim Borresch, Jim Fredricks Mike Deutz stated that he would not assume his position on the Planning Commission until the Birch Street Rezoning is completed as he has a potential conflict of interest. Public Hearinq - Birch Street - Rezoninq: Chair Utsch called the public hearing to order and stated the purpose of the hearing is to consider the rezoning of all property north of the east/west alley abutting Birch Street East between the north/south alley between College Avenue North and 1st Avenue NE and the north/south alley between 151 Avenue NE and 2nd Avenue NE. The property is currently zoned R-1. Weyrens clarified that the City Council on June 3, 2004, by a unanimous vote of the City Council, initiated the rezoning request that is before the Planning Commission at this meeting. Utsch opened the floor those present for questions or comments. Kay Lemke of 33 E Ash Street spoke in opposition to the rezoning. She stated that her property abuts the area in question. She discussed three other businesses in that area and how they fit the neighborhood. She addressed reasons as to why she feels that these three businesses are non-intrusive to the neighborhood. 1. Beauty Shop - Lemke stated that the Beauty Shop fits the area and causes no concerns because there is access from College Avenue which blocks extra traffic in the neighborhood. · 2. Loso's Pottery - She mentioned that this is another business that works for the neighborhood due to the fact that they make the pottery, but do not sell anything from that location. 3. Baggenstoss Trucking - At this location, all they do is store trucks. There is-no need for extra traffic. Lemke further stated that the house on the corner of Birch Street and 151 Street just sold and it is her understanding the house was sold as a residential property. If this is correct then the homes in question can be sold a residential and should be zoned as such. Tim Borresch of 121 E Ash Street: spoke neither in opposition nor in favor of the proposed rezoning. He addressed some issues that he feels are important to consider. · With regards to the alley behind this property, there is not enough room in the alley for two cars to pass one another and he questions if commercial traffic can be supported in the neighborhood. · Borresch questioned who would pay for improving the alley if traffic warranted such. · Questioned the maintenance of commercial property and stated that typically the front of commercial property is maintained but the garbage and parking are located in the rear yards. If that is the case then the remaining residential neighborhood will have to look at the worst side of the property. . · Borresch further questioned who will be responsible for the maintenance of Ash Street as the residents have recently been assessed for the reconstruction. Additional traffic will cause the road to deteriorate faster than if the road is residential. Janel Weisen, Why USA Realty: Weisen spoke on behalf of Dorothy Court whose property is in question and in favor of the proposed rezoning. Wisen stated that Dorothy Court initiated the first process for rezoning. The request came after a buyer for the home requested to use the house for office space. Weisen stated that through research she discovered that the property owned by Court was identified on · the Future Land Use Map in the Comprehensive Plan as Highway Business. Therefore, she submitted an . application for rezoning. Wisen questioned why the City would spend a considerable resource on adopting a Comprehensive Plan and then not following the document. . Wisen stated that one of the objections to the previous application was that rezoning the area in question will reduce the amount of affordable housing. In researching the housing stock in St. Joseph, Wisen stated that at the present time there are 68 homes for sale with 30% of them selling for less than $150,000. Wisen stated that affordable housing is available in St. Joseph and should not prevent the subject area from being converted to Highway Business. Wisen further stated that from a realtor perspective, it is hard to sell houses with a major highway in the front yard. Highway 75 has an average of 27,000 cars per day, this is not conducive to residential living. According to Weisen, the property that was recently bought on the corner of 1st and Birch was sold as investment property hoping that the rezoning would pass. It is a single person, not a family. Weisen stated that this area would not be a safe place to raise children. Ellen Wahlstrom of 409 £1h Ave NE spoke in opposition to the proposed rezoning. She stated that she does not five in the area and is not directly affected by the rezoning. However, she did mention that she lives is an area in which a new development was recently added. She said there have been some serious problems in her area due to buildings being too high and having water runoff. She also stated that a residential neighborhood should be protected with a buffer area and questions if one is provided in the Highway Business District. In her neighborhood, there are trees, bushes, grasses, etc all of which provide a buffer. Andrew Berger of 26 E Birch Street spoke in favor of the proposed rezoning. He stated that the matter before the City at this time appears to be a battle between businesses and homeowners. Berger urged the Planning Commission to rezone the subject area as it is not a safe place to raise children and is not residential in character. He further stated that the residents abutting Ash Street are opposed to the . rezoning as they are afraid of the infringement of commercial activity and want to keep a buffer between their property and CR 75. Berger stated it is his opinion that the property owners on Birch Street are the buffer for the residents abutting Ash Street and they should not be denied the rezoning request because other property owners want to continue to use their property as they are currently. Mike Deutz, owner of multiple properties along Birch Street E spoke in favor of the proposed rezoning. He stated that rezoning this area is part of the Comprehensive Plan and as a result, the request should be honored. Deutz commented on the three business mentioned by Lemke. He stated in his opinion these three properties do not conform with the R1 Zoning Ordinance nor do they pay commercial tax rates. Therefore, Deutz requested that the Planning Commission accept the rezoning application. With regard to potential road repair. Deutz stated that the property owners were assessed for the new road and Ash Street was built as a commercial road. Therefore, the road should not deteriorate and the City planned for excess traffic. Buffers have been a question and a concern for residents in this area. The current homeowners along Birch Street are the buffers at this time. Deutz stated that a large buffer is part of the Comprehensive Plan for this area. Weyrens reported that she has received two comments regarding the rezoning. The first is a written request of Dorothy Anderson, representing the property owners at 103 Ash Street East. Her letter requested the City deny the rezoning request and keep the area residential in nature. The second comment was a phone call from Gary Stock, 117 - 151 Avenue NE, who spoke in support of the rezoning. Lemke spoke in response to some comments made by others. She stated that the houses along Birch Street are not the buffer. She stated that she is still able to hear traffic from her home. According to Lemke, new roads in the City may lessen the traffic on Hwy 75, therefore it takes away some of the safety concerns. Lemke further stated that not all homes purchased in this area are by young families with . children. The Public Hearing was closed at 7:22 PM. Utsch responded to the some of the concerns raised during the public hearing. . ISSUE RESOLUTION Back of Building facing residential neighborhood The Zoning Ordinance require that garbage areas be screened. In addition the revised Zoning Ordinance includes language on outdoor storage. Commercial -vs- Residential Throughout the Comprehensive Plan process, the City planned for the area being discussed at this time to be commercial. During the public hearings for the Comprehensive Plan no one objected to the future conversion of this area to Highway Business. Street Reconstruction Costs When the City reconstructed Ash Street, it was built to a commercial grade. In addition, when the project was assessed, non homestead property was charged a larger percentage. Therefore, the residential property owners are not paying for commercial roads. Land Use Controls A question arose as to whether or not the City could prevent a high use business from purchasing multiple lots and developing a use that . is not compatible with the neighborhood. The City Attorney has provided an opinion that states the City does have control through the current regulations to deny any of the permitted uses if it is not compatible with adjacent land uses. Graeve stated that he is concerned about a strip mall being built along this area. In his opinion business should conform to the neighborhood, not change the character of a neighborhood. Graeve read the intent portion of the Highway Business District whereby it states the purpose of the Hwy 75 Business District is to provide development that is pleasant, attractive, and aesthetically pleasing. Graeve stated that he is opposed to the proposed rezoning until specific development plans are presented. With regard to the letter from the City Attorney, Graeve stated it is his understanding that if the property is rezoned, the City automatically takes the defensive roll which is a more difficult position. For example, if a use is denied, the City must provide the evidence that the use in incompatible with the neighborhood. Kalinowski stated that the City does not want to do strip zoning nor is that allowable under Minnesota Statute. Therefore, the entire area must be rezoned. She further stated it is her opinion that it is logical to rezone this area because it is not safe for families with children. Lesnick made a motion to recommend that the Council adopt the findings of the Planning Commission and rezone the property abutting Birch Street from current R1, Single Family to B2, Highway Business. (See attachment "A") The motion was seconded by Kalinowski. Ayes: Utsch, Lesnick, Kalinowski, Loso Nayes: Graeve . EMAIL - FROM DALE WICK . Judy, can you find out if (c) below affects any decisions about the Birch Street East Rezoning? I am still uncomfortable with the "blanket" rezoning ofthat area without any detail of how the properties are going to be developed. Also, is the property map that is being created going to be available for the Planning Commission on Monday? Let me know ifyoµ have any questions. Thanks for your patience. 462.357 Procedure to effect plan: zoning. Subd. 2. General requirements. (a) At any time after the adoption of a land use plan for the municipality, the planning agency, for the purpose of carrying out the policies and goals of the land use plan, may prepare a proposed zoning ordinance and submit it to the governing body with its recommendations for adoption. (b) Subject to the requirements of subdivisions 3, 4, and 5, the governing body may adopt and amend a zoning ordinance by a majority vote of all its members. The adoption or amendment of any portion of a zoning ordinance which changes all or part of the existing classification of a zoning district from residential to either commercial or industrial requires a two-thirds majority vote of all members of the governing body. . (c) The land use plan must provide guidelines for the timing and sequence ofthe adoption of official controls to ensure planned, orderly, and staged development and redevelopment consistent with the land use plan. Response In discussing this matter with Laurel Pugh and Sue Dege ofRajkowski Hansmeier, this Statute only applies when a jurisdiction does not have a Zoning Ordinance or Comprehensive Plan or is in the process of drafting said documents. Once the City has a Zoning Ordinance and Comprehensive Plan the timing and planning are part of those documents. . I Attachment: Yes orNo ~ REQUEST FOR PLANNING COMMISSION ACTION Rezoning Request - Birch Street East DATE: June 21, 2004 AGENDA ITEM Public Hearing - Rezoning of Property abutting Birch Street East PREVIOUS ACTION The Planning Commission conducted a public hearing on May 3, 2004 and considered the same request. The Planning Commission recommended the Council approve the request as it was consistent with the Comprehensive Plan. The City Council on May 20,2004 voted to accept the recommendation of the Planning Commission, but the vote was 3 ayes and 2 nays. Rezoning from Rl to Business or Industrial requires a super majority vote. Therefore the rezoning was denied. The Council members voting against sited lack of a development plan, lack of zoning control and questionable process as reason for denial. With regard to the first two, lack of development plan and lack of zoning control. Of the eight properties affected by the rezoning, only one property was requesting to convert to a business use and that . was an office space. One of the concerns raised was that once the property was re-zoned the City would have no control over the development and something such as a strip mall could be constructed. -The comment continued, that depending on the tenants of the building~ a traffic hazard could be created or it could have a negative impact on the neighborhood. Discussion included whether or not the City should amend the Ordinance to include a special use provision for development abutting a residential neighborhood. For an opinion, the matter was referred to the City Attorney for review and comment. Enclosed in your packet is the opinion whereby the City Attorney agrees that a mechanism for development approval is already in place and the City would have the ability to deny a permitted use if it is deteTI11ined that the use is incompatible with adjacent land uses or inconsistent with the intent of the B2 Zone. Within the same comment, it was questioned if the City would be creating non-conforming business lots. In your packet is an illustration of the affected properties with illustrating the setbacks and the remaining building pad. Any development or redevelopment that occurs must meet all the setback requirements. I think the Planning Commission already agreed that development or redevelopment might require the purchase of more than one lot. With regard to the process. The question arose as to how the petition was initiated and whether or not the procedure was followed. The request for rezoning at this time has been initiated by the City Council. Therefore the Planning Commission need only act on the request. A boundary survey and site plan does not need to be submitted. . . RECOMMENDED PLANNING COMMISSION ACTION Recommend the Council rezone the property abutting East Birch Street as it is consistent with the Comprehensive Plan. COMMENTS/RECOMMENDATIONS . . ------...- -.--. w 0:. ::>0 ... ClZ ¡¡: r 0 J--J--J--I- o .. lL..l.LLLlL.. - 0 OW, 0000 Z~ .. ...'" 00<0 . If)lf)V')V) W 0' o <D 00 CO l/1 ;? 0 ~ Nr--r--_ V> U -0"It.D- <J: -_I"Ît't"') CO I I I I ~I-I -~._._-----_.__._-----j I- lI1c.,Or--ro W If) I- I- I- I- - I i cð:.:: DODD :r: .....J.....J.....J.....J r-- I <9 L£JU --------.-------------: O,OZ y: ,5£ ~« I- IJ)CC - ~ I 0.> I- 3: I I I-W OIJ) I- I- I- I- -' If) lL lL LL LL . I I <J: W 0000 o--~ a: V) V) V') V) - <J: t..DNVIJ1 ;,.., c.,Or--l.f)_ I- Nt..DI.f)CJ"I t') ,OL 111 U1 C") N 0 ~ r----' ~ I I I I _N/"Î"'l" . I" I 1-1-1-1- ';:: ,OZ 'ó I ø DODD 2 .....J.....J.....J..;,J ~ I .> I :2: 0 L_-;:-_-I N w 0 CI: N I l5 l- V¡ « 3N 3nN3^v lS(jI -=J w I- w w CI: Ò ° ,OL ~ ,0. l- V¡ ~ r--' :x: r I \0 I U CI: I: I II 'õ I N ã5 ~ ,ozl ~ I l -' I ~ ~ L_J! ~_-' ~ í L.() '" ! '" "., "., f'- . .. ............, ......: ... '.,..,.............,..... ....,... ,......,......... ,.<. 2.£·,....."9S,..·,, ..... I « - '" VJ " U 0:> :x: 0..« WI- lJ)o Ov¡ - -'w 0:> 1-2 2~ 0:> :t:iE I.D V¡ - I.D '" 0:> - ~~ . lkpw_...ou~- 3 "15 IP"ô\S1,tr'-!la\C{>;OtO\:O:1S\S\,X r~j H3S ~d 9t'tZ:ÇO "C-~lIiO/S{) V!RajkOwski tventh Avenue Not1h '. ~~~~~~~J Ltd. P.O, Box 1433 St, Cloud, MN 56302-1433 320-251-1055 June 16, 2004 Toll Free 800-445-9617 Ms. Judy Weyrens Fax 320-251-5896 City Administrator for the City of St. Joseph 25 North College Avenue P.O. Box 668 rajhan@rajhan,com St. Joseph, MN 56374 www.rajhan,com RE: Development Plan Dear Judy: The City has asked us to evaluate whether the B2 Zoning Ordinance provides the City with enough discretion and independent judgment to deny a building permit for the proposed development of a strip mall. . Please be advised that Subdivision 9 of the B2 Zoning Ordinance does give the City discretion to deny a building permit for the strip mall. However, the Planning Commission must first review the development plan and determine that the use and Frank J, Rajkowski·· development is incompatible with adjacent land uses or inconsistent with the intent of the B2 zone. Gordon H, Hansmeier Frederick l. Grunke Upon request of the Planning Commission, the City Council will make the final Thomas G, Jovanovich· determination on site plan approval based on its review of certain items submitted by the developer. Again, the City has discretion to deny the building permit if any of the 16 Paul A. Rajkowski· items listed in Subdivision 9 are incompatible with the area or adjacent land uses. Kevin F, Gray The controls listed in Subdivision 9 are sufficient to deny a building permit so that the William J, Cashman City does not have to go through other preliminary levels of approval for this project. If Richard W. Sobalvarro you have further questions regarding this matter, please do not hesitate to contact me. Susan M, Dege Sincerely, LeAnne D, Bartishofski Sarah l. Smith-Larkin RAJKOWSKI HANSMEIER LTD. 7ft / // Troy A. Poetz /.' ¡ / ' , í/¡ 1/, Joseph M, Bromeland By IN., ~~, v, i ThOmas G. .J..Q.Yauovich .ry J, Haupert TGJ/LJP/mai ?" I J. Pugh Frank J. Rajkowski and Richard vv. Sobalvarro are admitted to practice in North Dakota, Gordon H. Nansmeier il1 North Dakota and Wisconsin, Paul A. Rajkowski and Sarah L. Smnh in Wisconsin and WiJ{;am J Cashman in South Dakota. D Member of American Board of Trial Advocates. 0Qualified ADR Neutral. CITY OF ST. JOSEPH ow""w. ci tyofstjoseph .com . Public Hearing City of St. Joseph The St. Joseph Planning Commission will be conducting a public hearing on Monday, June Administrðtor 21,2004 at 7:00 PM in the St. Joseph City Hall. The purpose of the hearing is to consider the Judy 'Weyrens rezoning of all property north of the east/west alley abutting Birch Street East between the north/south alley between College A venue North and 1 sl Avenue NE and the north/south Mðyor alley between 1 Sl Avenue NE and 2nd Avenue NE. The property is currently zoned R -1. Lðrry I. Hosch All persons wishing to be heard will be heard with oral testimony will be limited to 5 minutes. Written testimony may be submitted to the City Administrator, City of St. Joseph, Councilors PO Box 668, St. Joseph, MN 56374. AI Rðssier Ross Riàe Judy Weyrens Gðry Utsch Administrator Dðle 'Wick ~.~ I ~~m~6:mITrT ,~ 1 I! r ...~ ; t±J : ß I I 01I I ~.;..,....j==== i. i I : III I . ~'~ II " I Œæ "-,. ,II. - B . ", L - - ,.~, C=OO~ c==r:J _.~.-.-.~,-._.~. -.-.- ~ CR,S . ~ôiiêli;Wil~[d ~~.~œl~5 l ~ ~~r-3c:J ~~ Published June 11,2004 . 2) College Avenue North' PO Box 668 . Saint, Joseph. Minnesota )6,ì4 Phone ,20,161,7201 J-a x ,2.0,,6,.0,42 ~' ~r~lQ ~ :~~~ . " (~~ ~ k? ~ .~ , ,~ ./ j (7( , ,p ;¿. , .t ,5 ,/ '-'-;'/7, '~/ ,'Y/l.4 r '- ,~/ / " CO Y ''''-~'> -" ítJ''o ;fl;/?¿ij1/> / )(téJ--'v~'U ~ .' ,/ / f ''f --- - '--l:L--Ú' ....1..:_~../¡.- ....... .f ~ (....~? . ~¡ {.,I i ;' j' '.". ~. . / .~.,;. / ;f~Þv7 U ';, ,'V i. . ~þ::¡Y::~;f:;2':~r oÞt¿£ c/ y ZÆ4./ tV 4/' ~~ aø /l ' ,'- ' / ~~ "'~~'" , ".., - <;- /, "'! y " "C ',/ ,'1!!!.- .. r ~01~~¿,',çµ Z~;¡¡:~;L 4h<¿/ hv7lv ~ ~,~ ~'r 4r- ,Gf}- #<?~? <0. .' '~~ 7J-~~~~a~ 95%~~. ~~ ¡;o ~~'r-~4~ ./,. r, (, !£?'&;i;'{ ~/~w~~Æ~ ;tk, ~~<1r~~~è :2(/'ad£..)ih-~rr ø' Z ~~~~ , ~ ,,,~e t'-L' "p,/ ~ ,t /~7?f "~ .. æ /~~, ?Cfb~~~7n A" ~"~ /: t~~1 & 'r 12Jf!Z"~C ,ð: '1 "' ,lr: " ? g~þ.a&./' / , ¡f.. , I v ~ '" '-"v t.V--e-..-"7£t-é," (1'¥C: : /1 J. (0 ;- . p, {Je 0:~ ~,i~h j/~~~~t¿5?~' 7f--¿0~z:'~ "/ í! /. /.' f fI..I .'-, - t,/ f' / ~ 'U&/ ~£ ~P¿~þ au ~~ ßZ ¿fA;' d-¿>¿:¿æ~¿Z¿~ü" ./i?d>if; '" e L/'~i: . , ," ._~ 4' ¡~g~.~~~~1f¡J .ðD19GG¡~ J2øm. ( ~ð---< 47l ) ~uk-Þ~~' . · I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION Arcon Development - Final AUAR DATE: July 1, 2004 Administration ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Arcon Development - Final AUAR, Matt Vollbrecht, PREVIOUS ACTION Approved Draft AUAR for release, March 2004. · RECOMMENDED COUNCIL ACTION Westwooa Professional Services and Arcon Development request the City of St. Joseph approve the-Final AUAR and Mitigation Plan for the Arcon/St. Joseph Development for release (Notice will be published in the July 19 edition of the EQB Monitor). FISCAL IMPACT COMMENTSIRECOMMENDATIONS The AUAR will then be released for a 10 working day comment period (From July 19 to July 30). Copies of the Final AUAR and Mitigation Plan will be mailed to all agencies on the mailing list that received copies of the Draft AUAR. Ifno objections are filed with the EQB from any agency, then Westwood will request the Final AUAR and Mitigation Plan be adopted at the first City Council Meeting in August. If objections are filed negotiations with the objecting agency will ensue and the City Council will not be asked to adopt the AUAR until resolution with the objecting agency is reached. · . Appendix A Final Mitigation Plan Arcon-St. Joseph AUAR, St. Joseph, Minnesota May 3, 2004 Mitigation Plan. AUAR Guidelines: The Final AUAR document must include an explicit mitigation plan. At the RGU's option, a draft plan may be included in the draft AUAR document; of course, whether or not there is a separate item for a draft mitigation plan, the proposed mitigation must be addressed through the document. It must be understood that the mitigation plan in the final document takes on the nature of a commitment by the RGU to prevent potentially significant impacts from occurring from specific projects. It is more than just a list of ways to reduce impacts -- it must include information about how the mitigation will be applied and assurance that it will. Otherwise, the AUAR may not be adequate and/or specific projects may lose their exemption from individual review. . The RGU's final action on the AUAR must specifically adopt the mitigation plan; therefore, the plan has a "political" as well as a technical dimension. Introduction This Mitigation Plan is submitted as part ofthe Final AUAR to provide reviewers, regulators and prospective purchasers of land with an understanding of the actions necessary to protect the environment and limit impacts by the proposed development of the AUAR area. The primary mechanism for mitigation of environmental impacts is the effective use of ordinances, rules, and regulations. The mitigation plan does not modify the regulatory agencies responsibilities for implementing their respective legulatory plOgtams, 1101 cleate additional regulatory requirements. The Final Mitigation Plan will specify the legal and institutional arrangements that will assure that the adopted mitigation measures are implemented. This document is the Final Mitigation Plan for the Arcon 81. Joseph AUAR. The Mitigation Plan is organized by item number, and follows the organizational framework of the AUAR. Item 11. Fish, Wildlife, and Ecologically Sensitive Resources Responsible Parties: City of 51. Joseph, Project Developers, and Construction Contractors Agencies Involved: City of 51. Joseph Implementation Program: Developers Agreements Implementation Timeframe: 2004 - 2013 . Appendix A Final Mitigation Plan Arcon-St. Joseph AUAR May 3, 2004 Because there are no known rare plant or animal species or other significant natural features identified in the AUAR area, extraordinary wildlife mitigation measures have not been · considered. Development plans will be reviewed and approved by the City of St. Joseph prior to construction, and development in the AUAR area will need to comply with City of St. Joseph Ordinance 52.19 (Land, Woodland, and Wetland Preservation), which requires erosion and sediment control, woodland preservation, and a 50-foot structural setback from wetlands. Effects on resident wildlife species will be mitigated through the preservation and creation of roughly 81 acres of wetland, 17 acres of grassland, 10 acres of stonnwater ponds, and approximately nine acres of oak woodland. The stonnwater ponding will create more open water habitat than currently exists of the site. The system of ponding, parks, wetlands, and open space will provide potential habitat for wildlife. Landscaping such as flowers, turf grass, trees, and shrubs will be established as development progresses, and will provide food and habitat for suburban wildlife. Ultimately, development within the AUAR area is expected to include roughly 163 acres of parks, open space, and wetlands. Item 12. Physical Impacts on Water Resources Responsible Parties: City of St. Joseph, Developers Agencies Involved: Stearns County Environmental Services, U.S. Army Corps of Engineers Implementation Program: Minnesota Wetland Conservation Act, Section 404 of Clean Water Act Implementation Timeframe: 2004 - 2013 Developments within the AUAR area will be designed to avoid wetland alterations to the extent practicable. Project propos~rs will be required to follow the sequencing process of wetland · avoidance, minimization, rectification, and mitigation as outlined in the Minnesota Wetland Conservation Act (WCA). Wetland pennit applications will be prepared and submitted to Stearns Coûnty Environmental Services and the U.S, Army Corps of Engineers to obtain authorization for wetland alterations under the WCA and Section 404 of the Federal Clean Water Act prior to project construction. Wetland applications and designs will undergo additional review and comment by the Minnesota DNR, Minnesota Board of Water and Soil Resources, and Stearns County Soil and Water Conservation District. Wetland impacts will be replaced in compliance with the Minnesota Wetland Conservation Act (WCA) and the Federal Clean Water Act. Development plans will be reviewed and approved by the City of St. JoseQh prior to construction, and development in the AUAR area will need to comply with City of St. Joseph Ordinance 52.19 (Land, Woodland, and Wetland Preservation), which requires erosion and sediment control, woodland preservation, and a 50-foot structural setback from wetlands. Erosion control measures, best management practices, and the use of stonnwater ponds for rate control and water quality treatment will minimize potential for indirect impacts to other water resources within and adjacent to development areas. Wetland replacement will either be designed to expand upon existing wetlands onsite, or credits will be purchased from a local wetland bank, Onsite wetland replacement will be explored as the first alternative for compensatory mitigation. Restoration of partially ditched/drained wetlands will be explored as a wetland replacement strategy, with consideration given to the flat topography and the potential for adversely affecting upstream, offsite properties. · -2- Appendix A Final Mitigation Plan Arcon-St. Joseph AUAR May 3, 2004 . Item 13. Water Use Responsible Parties: City of St. Joseph, Project Developers, and Construction Contractors Agencies Involved: City of St. Joseph, Steams County, MN Department of Health, MN-DNR Implementation Program: Stearns County Ordinances, MN Department of Health Water Well Regulations, and MN-DNR Water Appropriation Rules Implementation Timeframe: 2004 - 2013 Prior to construction, all unused domestic wells within the AUAR area, including any unregistered wells identified in the future, will be sealed and abandoned in accordance with Minnesota Department of Health regulations. Development within the AUAR area will be served by the City of St. Joseph municipal water supply system and will not require installation of new domestic wells. Dewatering may be necessary during construction to install sanitary sewer, municipal water, and storm sewer in some areas within the AUAR area. Contractors will carry out these activities on a case-by-case basis at the minimum duration and quantity necessary to construct utility service for the affected sites. Groundwater appropriated for construction dewatering purposed will be discharged to temporary or permanent stormwater ponds located within the AUAR area. Groundwater appropriation and dewatering that exceeds DNR permitting thresholds will require authorization under the appropriate DNR permit(s). Development in the area will be designed in accordance with the goals and policies set forth in the City of St. Joseph Comprehensive Plan. Mitigation measures will seek to minimize impacts to surface water and existing wells. Careful monitoring of well performance, modeling the . groundwater system, and testing will help protect long-term sustainability and quality of the aquifer. - The City of St. Joseph will work with DNR Area Hydrologist and the Minnesota Department of Health to ensure that the expanded municipal well system will meet DNR Water Appropriation Permit requirements and Department of Health regulations. To ensure that the City's expanded well system results in a safe and clean public water supply that minimizes potential effects on groundwater and surface water resources, the City will: 1) determine and meet DNR Water Appropriation Permit requirements associated with the new well field, 2) obtain the necessary DNR Water Appropriation Permit amendment(s) or permit(s), 3) compete well testing will to determine the rate at which water can be reliably produced, 4) delineate a Wellhead Protection Area for the expanded well field, 5) estimate the productive capacity of the future wells, and evaluate the associated drawdown, 6) model the aquifer under the Wellhead Protection Plan to verify the zone of influence of pumping on the drawdown ofthe aquifer, 7) properly case and grout off new wells to prevent contamination of the aquifer, and 8) determine the transmissivity of the aquifer for a 24-hour or 72-hour period, and - 9) continue to monitor the development of the well field and the potential for impacts on ~ groundwater and surface water resources. -3- Appendix A Final Mitigation Plan Arcon-St. Joseph AUAR May 3, 2004 The City of S1. Joseph will complete the development of the Wellhead Protection Plan that it has . initiated, and coordinate wellhead protection measures with the Minnesota Department of Health. The wellhead protection plan is vital to protecting groundwater resources and the City's investment in municipal water supply facilities. Item 14. Water-Related land Use Management Districts Responsible Parties: City of St. Joseph and Project Developers Agencies Involved: Stearns County, MN-DNR, Federal Emergency Management Agency Implementation Program: Stearns County Ordinances, MN-DNR Floodplain Management Rules, FEMA Regulations Implementation Timeframe: 2004 - 2013 Development within the Shoreland Overlay District will comply with the land use restrictions set forth in City of St. Joseph Ordinance 52.20 (Shoreland Overlay District), which specifies the allowable residential density, building height, impervious surface ratio, and setback from the Sauk River. Structures within the ADAR area will be setback 100 feet from the riverbank, exceeding the 50-foot setback required under the Shoreland Overlay District. The ADAR development will be consistent with the floodplain regulations ofFEMA, Minnesota DNR, and Stearns County. Fill placed within the flood fringe will not increase the potential for flood damage or raise the regional flood elevation by more than 0.5 foot. All residential structures developed within the flood fringe will be placed on fill to elevate the structures above the flood protection elevation, and the fill will extend for that elevation for at least 15 feet beyond the structures. Residential development will be limited to the flood fringe. Land use within the floodway will include only park, !vetland, and open space, . The City of St. Joseph and the project proposer will work together to obtain and update the flood modeling- for the Sauk River that pertains to approximately 15 acres of residential development within the flood fringe. Floodplain modeling and a floodplain revision application will be prepared and submitted to the Minnesota DNR and FEMA to obtain a letter of approval from the DNR and a Letter of Map Revision (LOMR) from FEMA. Item 16. Erosion and Sedimentation Responsible Parties: City of SI. Joseph, Project Developers, and Construction Contractors Agencies Involved: City of St. Joseph, Steams County SWCD, and MPCA Implementation Program: NPDES General Permit II for Construction Activities Implementation Timeframe: 2004 - 2013 Because BMPs will be implemented, the potential adverse effects from construction-related sediment and erosion on water quality will be minimized to the extent practical, and it is anticipated that potential adverse erosion and sedimentation impacts will be limited primarily to short-tenn effects. Erosion control around wetlands and steep slopes pose the primary potential source of concern. Specific erosion control measures will be undertaken in such special areas. Erosion control plans will be reviewed and approved by the City of St. Joseph prior to project construction. Development in the ADAR area will comply with City of St. Joseph Ordinance 52.18 (Surface (Stonn) Water Management) and Ordinance 52.19 (Land, Woodland, and Wetland Preservation), which require erosion control measures, protection of stonn drain inlets, and temporary or pennanent sediment basins. -- - -4- Appendix A Final Mitigation Plan Arcon-St. Joseph AUAR May 3, 2004 Item 17. Water Quality: Surface Water Runoff · Responsible Parties: City of St. Joseph, Project Developers, and Construction Contractors Agencies Involved: City of St. Joseph, Minnesota Pollution Control Agency Implementation Program: City of St. Joseph Surface Water Management Ordinance Implementation Timeframe: ·2004 - 2013 The proposed development will be designed in accordance to policies set forth by the City of St. Joseph and the Minnesota Pollution Control Agency. The increase in impervious area will be mitigated by construction of stonnwater management ponds designed to increase the total flood storage volume on the site and handle a lOO-year stonn event prior to discharging to wetlands and the Sauk River. The ponds will also remove suspended sediment and nutrients from surface water runoff. Stonnwater pollution prevention plans will employ Best Management Practices during construction to reduce erosion and sediment loading of runoff.. Adhering to City of St. Joseph and Minnesota Pollution Control Agency requirements for water quality and rate control will mitigate potential effects on water quality and the increased runoff volume. Existing wetlands and ditches will also function to detain treated stonnwater and manage rates of runoff discharging to the Sauk River. The stonnwater management system will meet the standards set forth in City of St. Joseph Ordinance 52.18 (Surface (Stonn) Water Management), which does not allow development to increase the 2-year, lO-year, or lOO-year peak discharge rates that exist prior to development. The Surface Water Management Ordinance also requires minimization of disturbed areas, runoff velocities, and erosion potential; and investigation of vegetated swales, settling basins, skimming devices, detention facilities, and natural infiltration in development of the Stonnwater Management Plan. · Item 19. Geologic Hazards and Soil Conditiõns - Responsible Parties: City of St. Joseph, Project Developers, and Construction Contractors Agencies Involved: City of St. Joseph, Minnesota Pollution Control Agency Implementation Program: MPCA Rules Implementation Timeframe: 2004 - 2013 Planned land uses in the area will be connected to municipal sanitary sewer and water facilities, thereby lessening the potential for groundwater contamination from onsite wastewater treatment systems. The most intense land uses will have higher ratios of impervious surface, which will liI1littht: potelltial [UI infiltratiun and shalluw groundwater contamination. All planned uses will comply will applicable government rules and regulations for construction and on-going maintenance of facilities that have potential to contribute to groundwater contamination. There are no known soil contamination sites within the AUAR area. By state law, if contamination is found during site development the developer is required to report the site and adhere to the Minnesota Pollution Control Agency (MPCA) rules. No known geologic hazards in the fonn of sinkholes, faults, shallow limestone fonnations, and karst topography are present on the site. Therefore, measures to avoid or minimize environmental problems due to these hazards are not proposed. · -5- Appendix A Final Mitigation Plan Arcon-St. Joseph AUAR May 3, 2004 Item 20. Solid Wastes, Hazardous Wastes, Storage Tanks · Responsible Parties: City of St. Joseph, Project Developers, Construction Contractors, and the Licensed Waste Hauler Agencies Involved: City of St. Joseph, Minnesota Pollution Control Agency Implementation Program: Local Ordinances, MPCA Regulations Implementation Timeframe: 2004 - 2013 The AUAR area will be developed to residential use, and development is not expected to include installation of commercial above or belowground storage tanks, or generate industrial or commercial waste. The City of St. Joseph requires the licensed waste hauler that serves the City to offer recycling programs, and participation in recycling programs by future residents is expected to reduce costs for solid waste trucking and disposal. Item 21. Traffic Responsible Parties: City of St. Joseph, Steams County, St. Cloud Area Planning Organization Agencies Involved: City of St. Joseph, Steams County, St. Cloud Area Planning Organization Implementation Program: St. Cloud APO Transportation Plan, City and County Capital Improvement Programs Implementation Timeframe: 2004 - 2013 Development of the AUAR area will require that either a traffic signal be installed at the intersection of College Avenue N. and Minnesota Street (about 1.2 miles north of the site), or that the 12th A venue/J ade Road extension be constructed to maintain an acceptable Level of Service at the College A venue/Minnesota Street intersection. · The installation of a traffic signal at College A venue and Minnesota Street will improve traffic operations at this intersection more than the potential 12th Avenue/Jade Road extension. The full development peak hour Level of Service will be "B" or better if a traffic signal is installed. The 12th Avenue/Jade Road extension would only improve intersection Level of Service to the "D" level. The 12th Avenue/Jade Road extension would have a small positive effect on traffic operations at many intersections near the AUAR area. The only intersection in the project vicinity that improves from an unacceptable to acceptable Level of Service ("E" to "D") under full development is£ollege--Âve1l11e N and Minnesota Street.-1'he-1-2th-A¥enueLJade-Road--extenSÌGn is not required at other intersections in the project vicinity to maintain acceptable Levels of Service. Without the 12th Avenue/Jade Road extension, another possible mitigation for College Avenue and Minnesota Street would be to provide a southbound right turn lane during peak periods. This could be achieved by banning on-street parking during those periods. Two lane roadways on County Road 121 and Jade Road with turn lanes at crossing intersections will be adequate to service the project development area. All access points will operate at acceptable Levels of Service during peak periods after full development of the AUAR area with stop sign control on the side streets. · -6- Appendix A Final Mitigation Plan Arcon-St. Joseph AUAR May 3, 2004 . Item 24. Odors, Noise and Dust Responsible Parties: City of S1. Joseph, Developers, Construction Contractors Agencies Involved: City of S1. Joseph, Minnesota Pollution Control Agency Implementation Program: State Noise Standards Implementation Timeframe: 2004 - 2013 No mitigation measures have been considered for odors. Consideration will be given to suppression of fugitive dust by applying water to grading areas and haul roads during dry, dusty construction conditions to minimize dust emissions. Additional dust control measures may include minimizing the area of open grading and phasing development of the ADAR area. Although development of the ADAR area is expected to result in increased noise associated with site-generated traffic, the increased traffic noise is not expected to be substantial or interfere with outdoor activities. Much of the land use along County Road 121 is expected to be high and medium density residential. These land uses will help buffer the single-family residential areas from potential objectionable effects of increased traffic noise. Although vegetation is not as effective as topography or structural noise barriers in reducing noise levels, vegetation can create a visual barrier and a psychological buffer between noise receptors and noise sources. The project proposer or his consultant will give some consideration to potential noise mitigation measures for the two development areas adjacent to 1-94. Short-tenn increases in local noise levels are expected during project construction. Consideration will be given to limiting construction activities to the hours between 7:00 am and 7:00 pm. The limited hours of construction and the distance from most the ADAR area to sensitive noise . receptors is expected to mitigate adverse effects of construction noise. - Item 25. Nearby Resources -~ Responsible Parties: Project Proposers and Developers Agencies Involved: Minnesota Historical Society, State Historic Preservation Office Implementation Program: Section 106 of National Historic Preservation Act Implementation Timeframe: 2004 - 2013 The project proposer has coordinated with SHPO, and SHPO reached a detennination that no significant cultural resources exist in the ADAR area. Development of the ADAR area will comply with applicable œquiIt:mtmlS uf St:diull 106 uf lht: Naliunal Historic Pre-servation Act, and related requirements of Federal agencies such as the U.S. Anny Corps of Engineers and the Federal Emergency Management Agency. Because the site is guided for residential development, no alternatives to conversion of prime fannland are readily identifiable and no mitigation is proposed. Currently, there are no plans for participation in farmland protection programs. There are no scenic views or vistas currently afforded at the ADAR area. The views of the cropland on and near the site are pleasantly bucolic, but not locally uncommon or unaltered enough to warrant their preservation. - - -7- ARc ON ST. JOSEPH · FINAL ALTERNATIVE URBAN AREAWIDE REVIEW (AUAR) Note to Preparers: The Alternative Urban Areawide Review provides information about a project that may have potential for significant environmental effects. The AUAR is prepared by the Responsible Governmental Unit (RGU) or its agents to determine whether an Environmental Impact Statement (EIS) should be prepared. The project proposer must supply any reasonably accessible data for - but should not complete - the final worksheet. If a complete answer does not fit in the space allotted, attach additional sheets as necessary. The complete question as well as the answer must be included if the AUAR is prepared electronically. Note to Reviewers: Comments must be submitted to the RGU during the 10 working day comment period following notice of the AUAR 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. Comments on this AUAR must be received by the City of St. Joseph by 4:30 p.rn.on July 30,2004. 1. Project Title: Arcon St. Joseph 3. RGU: City of St. Joseph 2. Proposer: Arcon Development Contact: Ms. Judy Weyrens Contact: Mr. Rick Packer Title: City Administrator Title: Development Manager Address: 25 North College Ave. Address: 7625 Metro Blvd., Suite 350 St. Joseph, MN 56374 Edina, MN 55439 Phone: (320) 363-7201 Phone: (952) 835-4981 Fax: (320) 363-0342 Fax: (952) 835-0069 · 4. Reason for AUAR Preparation o EIS Scoping o Mandatory AUAR o Citizen Petition o RGU Discretion ø Proposer Volunteered If AUAR or EIS is mandatory give EQB rule category subpart numbers(s) ProDoser volunteered. 5. Project Location County Stearns County City St. Joseph, Minnesota Twp Parts of Sections 15, 22 and 23, T124N, R29W Attach copies of each of the following to the A UAR: · County map showing the general location of the project; · U.S. Geological Survey 7.5 minute, I :24,000 scale map indicating project boundaries (photocopy acceptable); · Site plan showing all significant project and natural features. 6. Description Provide a project summary of 50 words or less to be published in the EQB Monitor. The Mixed-density residential development is proposed on a 464-acre site located northeast ofI-94 and northwest of the Sauk River. The development will comply with the approved Comprehensive Plan. The development scenario includes 1,052 residential units distributed over about 301 acres, and · about 163 acres of parks, open space, and wetlands. Westwood Professional Services, Inc. Page 1 Final Arcon St. Joseph AUAR June 21, 2004 The description section ofanAUAR should include the following elements for each major development scenario: · a) Anticipated types and intensity (density) of residential and Commercial/warehouse/light industrial development throughout the AUAR area; The City of St. Joseph lies northeast of Interstate Highway 94 (1-94) in Stearns County and is part of the St. Cloud Metro Area along with St. Cloud, Sartell, Sauk Rapids, and Waite Park. Large portions of the southern part of St. Joseph remain largely undeveloped and agricultural in nature. Arcon Development Company owns approximately 464 acres in rural, southern St. Joseph and intends to develop the property to mixed-density residential use. The property lies northeast ofI-94, northwest ofthe Sauk River (Exhibit 1). The AUAR property has been annexed by the City of St. Joseph and is situated south of downtown St. Joseph (Exhibit 2). The property is bisected by Stearns County Road 121, a minor arterial roadway, and is scheduled to be connected to the City of St. Joseph water main and sanitary sewer. The property is bordered by agricultural land in St. Joseph Township to the north, east, and west. 1-94 and the Sauk River border the southwest and southeast edges of the property, respectively. The City of St. Joseph Comprehensive Plan (2002) includes plans for general land use, future land use, transportation and staged urban services in an area that includes this 464-acre site. Infill between the urban areas of St. Joseph and St. Cloud will allow a more regional approach to infrastructure and serve the region's anticipated populations more efficiently than if development were to sprawl out from the urban fringe. The Comprehensive Plan calls for the property to be zoned high density residential along the County Road 121 corridor. Other parts of the property are zoned for medium density residential, low density residential, and Planned Unit Development (PUD). · On May 1,2003, the St. Joseph City Council, acting as the Responsible Governmental Unit (RGU), adopted a resolution authorizing preparation of this Alternative Urban Areawide Review (AUAR) ofthis site (Appendix A). This AUAR evaluates one development scenario that is consistent with the St. Joseph Comprehensive Plan, zoning and land use regulations, and the intentions of the landowner. This single scenario meets the requirements for AUAR scenarios set forth under Minnesota Rules Part 4410.3610, Subp.2. The mixed-density residential development scenario includes single-family and multi-family residential housing, trails, parks, and wetlands. This AUAR assumes that development will occur at a density that approaches but will not exceed the maximum density-aHowechmder1he-C-omprehensive PI~elopment-includes 1,052 housing units distributed among 626 single-family (low density) homes and 426 multi-family (medium to high density) homes (Exhibit 3). Single-family units will consist of custom graded lots, entry-level lots, and patio homes. Multi-family residential units will consist oftownhomes and apartments. Single-family homes will be developed in the southern and western portions of the site. Patio homes will be located in the northeastern portion of the property, townhomes will be located near the intersection of County Road 121 and Jade Road, and apartments will be located in the northwestern portion of the property. Roadways will consist of local residential streets that will access County Road 121 and Jade Road. Development ofthe AUAR area also will include realignment of Jade Road to the east of its present alignment, and extension ofJade Road approximately 1,500 feet north of County Road 121, to the northeast corner the of the of the AUAR area. Ultimately, 12th Avenue may be extended 3,000 feet south tojoin Jade Road at the northeast comer of the AUAR area, providing a route between County Road 121 and CSAH 75 (see Exhibit 2). This potential ,,12th Avenue/Jade Road extension" would be located · outside the AUAR area, and is considered as an optional mitigation measure in this AUAR. Page 2 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21,2004 The area slated for development falls into three land use categories: (1) low density residential (single · family), at 2.75 units per acre; (2) medium density residential (townhomes), at 4.0 units per acre; and (3) high density residential (apartments), at 12 units per acre. Table 6.1 shows the density, acreage, and total number of units for each land use category. Table 6.1. Development Assumptions Land Use Density Acres Units Hiah Densitv Residential 12 units/acre 17.0 204 Medium Density Residential 4.0 units/acre ' 55.4 222 Low Densitv Residential 2.75 units/acre 227.8 626 Existing Residential Exception N/A 1.2 N/A Parks/Open Space/Wetlands o units/acre 162.6 0 Total 464.0 1,052 b) Infrastructure planned to serve development (roads, sewers, water, stormwater system, etc.). Roadways intended primarily to serve the acijoining land uses within an AUAR area are normally expected to be reviewed as part of an A UAR. More H arterial" types of roadways that would cross an A UAR area are an optional inclusion in the A UAR analysis; if they are to be included, a more intensive level of review, generally including an analysis of alternative routes, is necessary. Roadways, sanitary sewer, municipal water, and stormwater management systems will serve the AUAR area. Additional infrastructure improvements will include a trail system, neighborhood parks, and telephone, electric, and natural gas lines. Roadways · The St. Cloud Area Planning Organization (APO) has identified a need for a north-south minor arterial to bet!er connect downtown St. Joseph with more rural areas to the south. The APO proposes to extend 12th Avenue south from St. Joseph to connect to Jade Road at the AUAR area. Exhibit 2 shows how this potential 12th Avenue/Jade Road improvement would extend approximately 3,000 feet north of the AUAR area, ultimately providing a route between County Road 121 and County State Aid Highway (CSAH) 75. During preparation of this AUAR, the City of St. Joseph, Stearns County Highway Department, and APO met and identified the potential 12th Avenue/Jade Road extension as a preferred alignment. While development of this AUAR area is compatible with this action, the potential road extension is not required to serve the AUAR development area. This AUAR shows that, after full build-out ofthe AUAR, maintaining acceptable levels of service will require either a traffic signal at the junction ofMinnesotR Street and College Avenue (about 1.2 miles north of the site), or construction of the potential 12th Avenue/Jade Road extension. This AUAR addresses traffic and transportation effects related to the potential 12th Avenue/Jade Road extension even though the roadway extension would be constructed outside the AUAR area. The APO'S West Metro corridor study addresses this and other roadway improvements under consideration, which are beyond the scope of this AUAR. County Road 121 is a two-lane bituminous minor arterial roadway that bisects the property and runs north from the northwest comer of the AUAR area, directly into downtown St. Joseph. Realignment and straightening of a curve on County Road 121 at Jade Road, within the AUAR area, was constructed during the summer of 2002. Jade Road is a township road that will become a minor arterial municipal street as development of the AUAR area proceeds. Jade Road will be extended to the northeast corner of the AUAR area, and may eventually be extended to connect 12th Avenue South offsite. Although the potential 12th Avenue/Jade Road extension is not required to serve development within the AUAR area, it · would allow traffic to reach CSAH 75 and access the St. Cloud Metro Area without traveling through downtown St. Joseph. Westwood Professional Services, Inc. Page 3 Final Arcon St. Joseph AUAR June 21,2004 Sanitary Sewer · Sanitary sewer pipes run along County Road 121 to a new lift station that has been constructed northwest of the AUAR property. The lift station will serve development within the AUAR area. Sanitary sewage will be routed to the St. Cloud Regional Wastewater Treatment Plant (WWTP). Additional sanitary sewer lines will be installed and sized appropriately as development progresses. Sanitary sewer lines will connect to the existing IS-inch main and lift station. From there, sewage will be directed to the wastewater treatment plant in St. Cloud, where the City of St. Joseph contracts for wastewater treatment capacity. Sanitary sewer and wastewater treatment facility plans provide for enough sewer line and treatment plant capacity to serve the development evaluated under this AUAR. A second lift station may become necessary to serve development within lower parts of the AUAR area. The need for a potential second lift station will be evaluated by the City of St. Joseph and the developer. The staging of sewer line construction will depend upon progression of development within the AUAR area and authorization by St. Joseph City Council. Municipal Water Development within the AUAR area will be connected to the City of St. Joseph municipal water supply system. Municipal water lines will be sized to appropriate specifications and constructed to serve the development area. The proposed project is consistent with the future gwwth assumptions set forth in the City of St. Joseph Comprehensive Plan (2002). New development within the AUAR area will be served by the existing 12- inch diameter ductile water main that extends to the northwest portion of the AUAR property at County · Road 121. Additional water main and lateral water lines will be installed as development occurs. It is anticipated that all of the-property within the AUAR area will be served by municipal water service by 2012. The St. Joseph Water Treatment Facility currently has a maximum capacity of 1.08 million gpd (gallons per day). The City is currently planning water treatment expansion and intends to have two new wells in place and operational by the end of2005. A well study has been completed that indicates the two wells will supply an additional 500 gpm (gallons per minute) each, which means the two new wells will provide a combined total of 0.72 million gpd. The City is also acquiring land around the two new wells for the fonnation of a new well field, and planning to construct a new water treatment plant in the new well field. The new well field and water treatment plant will supplement the existing plant and wells. With these improvements, the system will supply adequate water to the development anticipated within the AUAR area. Stormwater Management Stonnwater generated from this development will be routed into stonnwater ponds before discharging into wetlands and ultimately to the Sauk River. According to the Stonnwater Management Plan for the site, approximately 13 stonnwater pond will be constructed to provide a total of approximately 10 acres ofponding within the AUAR area. The ponds will be designed to handle a lOa-year stonn event. Runoff from a lOa-year stonn event will be retained in stonnwater ponds and wetlands and discharged at managed peak runoff rates. c) Information about the anticipated staging ofvarious developments, to the extent known, and of the · infrastructure and how the infrastructure staging will influence the development schedule. Page 4 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21,2004 The staging of development depends primarily on market absorption and the ability of the City and · developer to provide infrastructure. Sewer and water services currently extend to the edge of the AUAR area. Municipal sewer and water systems currently have the capacity to support some development within the AUAR area, and, with the completion of City-approved improvements, are expected to support full development of the AUAR area. Development of the AUAR area is expected to begin in 2004 or 2005 and be completed in 2012. For purposes of the traffic analysis contained in this AUAR, the year of full build-out is estimated at 2012. The ftrst phase of development will include single-family residential homes in the northern portion of the site along County Road 121 where municipal water and sewer services will be extended into the site. Development will then extend to the south and east in response to market conditions and as services and roads are extended further into the AUAR area. Project construction will involve grading of approximately 320 to 350 acres of the site and will convert roughly 311 acres of agricultural fields and 32 acres of woodland to homes, landscaping, streets, parking areas, stormwater ponding, and recreation areas. Construction phasing will limit the surface area exposed to soil erosion at anyone time, and Best Management Practices (BMPs) will be implemented during and after construction to protect water quality and reduce the potential for soil erosion and sedimentation. As set forth under MinnesotaRules Part 4410.3610, Subp. 7, this AUAR will remain valid through full development of the project area unless: (1) all phases of the project have not received fmal approval within ftve years after adoption of the Final AUAR and Mitigation Plan, or (2) development within the project area would exceed the maximum development level. Other conditions that could require an AUAR Update are improbable because: (1) this AUAR does not include any development subareas and (2) substantial changes to other variables, such as public infrastructure or natural resource sensitivity, as · listed under Minnesota Rules Part 4410.3610, Subp. 7, are unlikely. Note: The RGU must assure that the development described complies with the requirements of 4410.3610, subpart 3 (and also that it properly orders the A UAR and sets the description in that order as required by 4410.3610, subpart 3). 7. Project Magnitude The cumulative totals of the parameters called for should be given for each major development scenario, except that information on "manufacturing", "other industrial", "institutional", "agricultural", and "building heights" is optional. Total Project Acreage: 464 acres Number of Residential Units: Unattached 626 Attached 426 Max. Units per Building Unknown - Commercial, Industrial, or Institutional Building Area (gross floor space): total square feet o sq. ft. 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 2 to 3 story single family homes, town homes, and apartments · If over 2 stories, compare to heights of nearby buildings Most nearby buildings are 1 to 2 stories. Westwood Professional Services, Inc. Page 5 Final Arcon St. Joseph AUAR June 21, 2004 8. Permits and Approvals Required List all known local, state, andfederal permits, approvals, andfinancial assistance for the project. Include · 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. Table 8.1. Permits and Approvals Required Unit of Government Type of Application Status City of St. Joseph AUAR Mitigation Plan Adoption Application in process City of St. Joseph Site Plan Approval To be applied for City of St. Joseph Subdivision Approval To be applied for City of St. Joseph Building Permit To be applied for City of St. Joseph Municipal Water Connection Permit To be applied for City of St. Joseph Sanitary Sewer Connection Permit To be applied for City of St. Joseph Grading Permits To be applied for Stearns County Environmental Svcs. Certification of Wetland Replacement To be applied for Stearns County Engineer Utility installation Permit To be applied for Stearns County Engineer County Road Access Permit To be applied for Sauk River Watershed District Stormwater Discharge Permit To be applied for MN Department of Health Water Main Extension Approval To be applied for MN Department of Health Municipal Well Approval To be applied for MN DNR Division of Waters Dewateringl Water Appropriation Permit(s) To be applied for MN DNR Division of Waters Municipal Well Water Appropriation Permit(s) To be applied for MN DNR Division of Waters Public Waters Work Permit To be applied for MN Pollution Control Ag~ncy Sewer Extension Permit To be applied for · MN Pollution Control Agency NPDES/SDS II General Stormwater Permit To be applied for Federal Emergency Mgmt. Agency Letter of Map Revision To be applied for U.S. Army Corps of Engineers Section 404 Permit To be applied for All required permits and approvals will be obtained. Any necessary permits or approvals that are not listed in the table above were unintentionally omitted. 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 any potential environmental hazards due to past land uses, such as soil contamination or abandoned storage tanks, or proximity to nearby hazardous liquid or gas pipelines. A summary of existing and past land uses and discussion of potential land use conflicts are included under Item 27. Wells and respective implications for groundwater contamination are summarized under Item 13. Existing soil contamination concerns and other environmental hazards are discussed under Item 20. · Page 6 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 . 10. Cover Types Table 1 0: 1. Cover Type Estimates Before and After Development Cover Type Before After (acres) (acres) Grassland 5.5 17.3 Woodland 1 41.7 9.5 Delineated Wetland 2 81.5 81.5 Tilled Agricultural Fields 311.4 0 Buildinas I Parking I Impervious Surface 9.2 145.1 Farmstead Yard I Lawn I Landscapino 5.6 191.5 ·WaterlSauk River) 9.1 9.1 Stormwater Pondino 0.0 10.0 Total 464.0 464.0 1 Development of the AUAR area is expected to preserve a minimum of 9.5 acres of woodland. More woodland preservation may be possible, but is not predictable at this time. 2 It is estimated that development of the AUAR area could involve between 0.5 and 1.5 acres of wetland fill. Wetland acreage is expected to remain the same after development because required wetland replacement will likely be located onsite. a) Cover Type Map, at least at the scale of a USGS topographic map depicting 1) Wetlands-identified by type (Circular 39) . 2) Watercourses-rivers, streams, creeks, ditches 3) Lakes-identifY protected waters status and shoreland management classification 4J Woodlands-breakdown by classes where possible 5) _Grasslands-identifY native and oldfield 6) Cropland 7) Current Development Aerial photography and existing land use is shown in Exhibit 4. Cover type mapping of existing conditions, including delineated wetlands, woodlands, grasslands, fannsteads, and tilled agricultural fields, is included in Exhibit 5. National Wetlands Inventory (NWI) mapping is shown on Exhibit 6. Delineated wetlands and wetland types are shown on Exhibit 7. b) An "overlay" map showing anticipated development in relation to the cover types; this map should also depict any "protection areas ", existing or proposed, that will preserve sensitive cover types. Separate maps for each major development scenario should generally be provided Land use, development density, open space, and existing wetlands are shown on Exhibit 3. 11. Fish, Wildlife, and Ecologically Sensitive Resources a) IdentifY fish and wildlife resources on or near the site and discuss how they would be affected by the project. Describe any measures to be taken to minim ize or avoid impacts. The description of wildlife and fish resources should be related to the habitat types depicted on the cover types map (item 10). Any differences in impacts between development scenarios should be highlighted in the discussion. . Fish and wildlife resources on and near the site are directly related to the composition, quality, size, and connectivity of natural communities including wetlands, woodlands, and grasslands. Annually tilled agricultural fields occupy approximately 67 percent of the AUAR area, and the seasonal nature of these Westwood Professional Services, Inc. Page 7 Final Arcon St. Joseph AUAR June 21, 2004 agricultural habitats limits the suitability of site for many types of wildlife. The crop fields and wetlands on the site have been substantially altered by a history of agricultural practices such as tilling, ditching, . and drainage that dates back to at least 1939. As a result ofthe agricultural land uses, many of the wildlife species that would otherwise occur on large portions of the site have declined or been extirpated. The AUAR area includes over 300 acres of annually tilled agricultural fields, roughly 80 acres of wetland, about 40 acres of oak woodland, and about five acres of grassland (Exhibit 5). Agricultural fields on the site were planted in corn and soybeans on 2003. The tilled fields offer little year-round habitat for wildlife, but supply seasonal food and cover for wildlife such as white-tailed deer, Canada geese, raccoons, and ring-necked pheasants. Much ofthe wetland acreage has been impacted by agricultural practices through ditching, draining and mowing for hay production. These wetlands are mostly Type 1 and 2 wetlands dominated by reed canary grass and sedge species. These wetlands likely offer habitat for species such as ring-necked pheasants, rabbits, red fox, meadowlarks, leopard frogs and other amphibian and wildlife species adapted to seasonally flooded and wet meadow wetlands. The woodland is dominated by bur, pin and red oaks, and supports wildlife such as forest songbirds (warblers, thrushes, etc.), gray and fox squirrels, white-tailed deer, gray fox, and other wildlife adapted to oak woodlands. The small areas of grassland are dominated by species such as smooth brome and Kentucky bluegrass, and offer habitat for meadowlarks, voles, field sparrows, and ring-necked pheasants, and other grassland wildlife. Fishery resources are limited to the Sauk River due to the lack of lakes or open water wetlands on the AUAR area. Development within the AUAR area is not expected to result in substantial effects on the Sauk River, and therefore no substantial effects are anticipated offisheries. Project construction will convert roughly 311 acres of agricultural fields and 32 acres of woodland to mixed-density residential development with associated streets, pedestrian paths, landscaping, and . stonnwater ponding. Custom-graded single-family lots will be located in the woodland area and tree preservation measures will be undertaken to minimize effects of trees and woodlands. It is estimated that development of the AUAR area will require between 0.5 and 1.2 acres of wetland fill, and wetland impacts will require replacement under the authority of the U.S. Army Corps of Engineers and Stearns County Environmental Services. Consequently, no loss of wetland acreage or function is anticipated. Some local decline in wildlife abundance is expected to result from the project. Populations of species that depend on oak woodlands and agricultural fields, such as songbirds and pheasants, will likely be displaced. Some migratory birds are expected to respond to the development by locating alternative nesting sites upon their return from wintering habitats. Other songbirds that readily adapt to fragmented 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 species to claim territories in neighboring habitats or succumb to mortality during project construction. b) Are any state-listed (endangered, threatened, or special-concern) species, rare plant communities or other sensitive ecological resources such as native prairie habitat, colonial waterbird nesting colonies or regionally rare plant communities on or near the site? 0 Yes ø No lfyes, describe the resource and how it would be affected by the project. Indicate if a site sw'V~' of the resources has been conducted and describe the results. lfthe DNR Natural Heritage and Nongame Research program has been contacted give the correspondence reference number; ERDE 20030754. Describe measures to minimize or avoid adverse impacts. The Minnesota Department of Natural Resources conducted a database search in February 2003 to detennine if rare plant or animal species or other significant natural features are known to occur within an . approximate one-mile radius ofthe project site. Based on the review, there are no known occurrences of rare species or natural communities in the area searched. Page 8 Westwood Professional Services, Inc, Final Arcon St. Joseph AUAR June 21, 2004 · According to the DNR, the proposed project is not likely to affect any rare resources that have been mapped by the Minnesota County Biological Survey (Appendix B). Fish, Wildlife, and Ecologically Sensitive Resources - Mitigation Plan Responsible Parties: City of S1. Joseph, Project Developers, and Construction Contractors Agencies Involved: City of S1. Joseph Implementation Program: Developers Agreements Implementation Timeframe: 2004 - 2013 Because there are no known rare plant or animal species or other significant natural features identified in the AUAR area, extraordinary wildlife mitigation measures have not been considered. Development plans will be reviewed and approved by the City of S1. Joseph prior to construction, and development in the AUAR area will need to comply with City of St. Joseph Ordinance 52.19 (Land, Woodland, and Wetland Preservation), which requires erosion and sediment control, woodland preservation, and 50-foot structural setback from wetlands. Effects on resident wildlife species will be mitigated through the preservation and creation of roughly 81 acres of wetland, 17 acres of grassland, 10 acres of stormwater ponds, and preservation of at least nine acres of oak woodland. The stormwater ponding will create more open water habitat than currently exists ofthe site. The system of ponding, parks, wetlands, and open space will provide potential habitat for wildlife. Landscaping such as flowers, turf grass, trees, and shrubs will be established as development progresses, and will provide food and habitat for suburban wildlife. Ultimately, development within the AUAR area is expected to include roughly 163 acres of parks, open space, and wetlands. · 12. Physical Impacts on Water Resources a) 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? /if Yes 0 No. If yes, identify the water resource affected and give the DNR Protected Waters Inventory number(s) if the water resources affected are on the PWL Describe alternatives considered and proposed mitigation measures to minimize impacts. Development of the AUAR area will involve the physical alteration of surface waters including wetland fill and potential excavation associated with construction of streets, stormwater ponds, and residential areas. Many of the wetlands on the site have experienced some level of disturbance as a result of agticultuual plactkes Ú1cludiug dill.'hiug and excavation. It is anticipated that develoJIDlent of the AUAR area will involve somewhere between 0.5 and 1.5 acres of wetland fill and excavation. Wetland impacts will be replaced in compliance with the Minnesota Wetland Conservation Act (WCA) and the Federal Clean Water Act. Wetland Descriptions The delineations were performed in accordance with the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, Waterways Experiment Station, 1987). Wetlands were classified according to Wetlands of the United States (US Fish and Wildlife Service Circular 39; Shaw and Fredine, 1971) and Wetlands and Deepwater Habitats of the United States (FWS/OBS Publication 79/31; Cowardin et. al. 1979). · Bonestroo, Williamson, and Kotsmith, Inc. (BWK) delineated and flagged nine basins on the northern portion ofthe site during October 2001. Wet Tech Environmental (Wet Tech) delineated and flagged one basin on the southeast portion of the site near the Sauk River during September 2001. Both delineations Westwood Professional Services, Inc. Page 9 Final Arcon St. Joseph AUAR June 21,2004 were perfonned in accordance with the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, Waterways Experiment Station, 1987). Wetlands were classified according to Wetlands of . the United States (US Fish and Wildlife Service Circular 39; Shaw and Fredine, 1971) and Wetlands and Deepwater Habitats of the United States (FWS/OBS Publication 79/31; Cowardin et. aL 1979). Both consultants reviewed National Wetlands Inventory (NWI) mapping (Exhibit 6) and the Soil Survey of Stearns County, Minnesota (USDA/NRCS, 1985) during the wetland delineation process. The DNR Public Waters Inventory for Stearns County (Minnesota DNR, 1996) shows that the Sauk River, which borders the southeastern edge of the AUAR area, is a DNR Public Watercourse. Wetland boundaries were located by professional land surveyors and are shown on Exhibit 7. BWK and WetTech both submitted wetland delineation reports to regulatory agencies in 2001. Stearns County Environmental Services concurred with the wetland delineation completed by WetTech in a letter dated November 20, 2001, and by BWK in an E-mail correspondence dated August 19,2002, and concurred with the wetland delineation completed (Appendix C). BWK and WetTech found that the site contains ten wetlands that encompass a total ofJ,549,269 square feet (81.48 acres) within the AUAR area. Most wetlands on the site have relatively marginal Type 1 and 2 (PEMA and PEMB) wetlands account for most of the wetland area on the site. Wetlands on the site tend toward the drier hydrologic regimes. Some wetlands have marginal wetland hydrology, and most are dominated by either reed canary grass or sedges. Delineated wetlands are depicted on Exhibit 7 as Basins A through J, and are described in Table 12.1 below. Table 12.1. Wetland Characteristics Wetland Wetland Type Area i . Basin ID Circular 39 Cowardin Sq. Ft Acres Dominant Vegetation - A Type 2 PEMBd 243,065 5.58 Reed canary grass B Type 2 PEMBd 66,211 1.52 Reed canary grass C Type 1 PEMA 3,049 0.07 Reed canary grass D Type 2/3 PEMB/C 434,729 9.98 Kentucky bluegrass, reed canary grass E Type 2/3 PEMB/C 295,772 6.79 Kentucky bluegrass, reed canary grass F Type 1 PEMAd 10,890 0.25 Barnyard grass, chufa ~ T-¥p8-1- -P-EMA"¡ 1 '\939 n ':¡'J c....AiG-Q+8C>C> H Type 2 PEMBd 1,119,056 25,69 Corn, blunt-broom sedge I Type 1 PEMA 1,307 0.03 Reed canary grass J Type 1/2 PEMAlB 1,361,250 31.251 Sedge spp., reed canary grass, cattail, Totals 3,549,269 81.48 Effects on Wetlands Although the majority of wetlands on the site will be avoided, development of the AUAR area will result in impacts on some wetlands. Wetland impact and replacement plans are not yet available for developments within the AUAR area. However, it estimated that development of the AUAR area will involve somewhere between 0.5 and 1.5 acres of wetland fill and excavation. Wetlands C, F, and G are all isolated Type I wetlands less than 0,33 acre in size, which may be indirectly drained by development. Even if development physically avoids these wetlands, it could drain them by diverting their tributary . drainage areas elsewhere. Together, these three wetlands encompass 0.63 acre. Wetlands A, B, D, and H include narrow wetland extensions that protrude into or through development areas. Construction of Page 10 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 streets to provide site access and a neighborhood transportation network will require some fill these · wetlands. Considering the challenge of maintaining wetland hydrology in isolated Type 1 wetlands, and the need to provide a functional neighborhood street network, it is estimated that development within the AUAR area could impact between 0.5 and 1.5 acres of wetland. Wetland sequencing will be required for future wetland impacts to ensure adequate impact avoidance and minimization. Developments within the AUAR area will be designed to avoid effects on wetlands to the extent practicable. Project proposers will be required to follow the sequencing process of wetland avoidance, minimization, rectification, and mitigation as outlined in the Minnesota Wetland Conservation Act (WCA). Wetland losses will be need to replaced, and wetland replacement plans will need to be approved by Stearns County Environmental Services and the U.S. Anny Corps of Engineers. County Road 121 was realigned within the AUAR area in 2002, and wetland impacts incurred during the roadway realignment were replaced and mitigated by the Stearns County Highway Department. Physical Impacts on Water Resources - Mitigation Plan Responsible Parties: City of St. Joseph, Developers Agencies Involved: Stearns County Environmental Services, U.S. Army Corps of Engineers Implementation Program: Minnesota Wetland Conservation Act, Section 404 of Clean Water Act Implementation Timeframe: 2004 - 2013 Developments within the AUAR area will be designed to avoid wetland alterations to the extent practicable. Project proposers will be required to follow the sequencing process of wetland avoidance, minimization, rectification, and mitigation as outlined in the Minnesota Wetland Conservation Act (WCA). Wetland permit applications will be prepared and submitted to Stearns County Environmental Services and the U.S. Anny Corps of Engineers to obtain authorization for wetland alterations under the · WCA and Section 404 ofthe Federal Clean Water Act prior to project construction. Wetland applications and designs will undergo additional review and comment by the Minnesota DNR, Minnesota Board of Water and Soil Resources, and Stearns County Soil and W ater Cons~rvation District. Wetland impacts will be replaced in compliance with the Minnesota Wetland Conservation Act (WCA) and the Federal Clean Water Act. Development plans will be reviewed and approved by the City of St. Joseph prior to construction, and development in the AUAR area will need to comply with City of St. Joseph Ordinance 52.19 (Land, Woodland, and Wetland Preservation), which requires erosion and sediment control, woodland preservation, and a 50-foot structural setback from wetlands. Erosion control measures, best management practices, and the use of stormwater ponds for rate control and water quality treatment will minimize potential for indirect impacts to other water resources within and adjacent to development areas. Wetland replacement will either be designed to expand upon existing wetlands onsite, or credits will be purchased from a local wetland bank. Onsite wetland replacement will be explored as the first alternative for compensatory mitigation. Restoration of partially ditched/drained wetlands will be explored as a wetland replacement strategy, with consideration given to the flat topography and the potential for adversely affecting upstream, offsite properties. 13. Water Use a) Will the prgect involve installation or abandonment of any water wells? ø Yes 0 No For abandoned wells give the location and Unique Well Number. For new wells, or other previously unpermitted wells, give the location and purpose of the well and the Unique Well Number (if known). · No new wells would be installed within the AUAR area. Future development anticipated within the ADAR area will be connected to municipal water and sewer services. The City of St. Joseph has a 12- Westwood Professional Services, Inc. Page 11 Final Arcon St. Joseph AUAR June 21, 2004 inch water main in place along County Road northwest of the AUAR area, and water main will be extended to provide water service to the site. · According to the Well Location Points digital database included with the Minnesota Geological Survey's (MGS) County Well Index, there are six known registered wells within the AUAR area. Table 13.1lists the unique well number and location for the six known wells on the site, and well locations are shown on Exhibit 11. The County Well Index shows that there are 32 wells within a half mile ofthe site. The existing domestic wells will be sealed and abandoned in accordance with Minnesota Department of Health regulations as municipal water service is extended into the AUAR area and use of the domestic wells is discontinued. Any unregistered unused wells identified within the site in the future will also be sealed and abandoned. Table 13.1. Existing Registered Well Locations Unique Well Township Range Section Subsection Number 00182507 124N 29W 15 SE X of the SW X 00194126 124N 29W 15 SE X of the SW X 00194112 124N 29W 15 SE X of the SW X 00421814 124N 29W 15 SE X of the SW X 00180070 124N 29W 15 SE X of the SW X 00492725 124N 29W 22 I NW X of the NW X With respect to band c below, if the area requires new water supply wells, provide Ì1~formation about appropriation and its potential impacts on groundwater levels; ifgroundwater levels would be affected, any impacts resulting on other resources should be addressed. With respect to possible individual · appropriations by future projects, a general assessment of the likely needfor such should be included, and if there is potential for major appropriations, a more detailed assessment of those should be included along with a discussion of mitigation for potential problems. b) Will the project require an appropriation of ground or surface water (including dewatering)? ø Yes 0 No If yes, indicate the source, duration, quantity and purpose of any appropriations; and DNR water appropriation permit numbers, if known. Discuss the impact of the appropriation on ground water levels. One or more Minnesota DNR Water Appropriation Permits may be necessary to conduct construction dewatering. Dewatering may be necessary during construction to install sanitary sewer, municipal water, and--st9fffi-SßWef--Ìfl--al"eas-ere-shallew-grouBd,-varer--may-ee--eReeUBwre-d-withffi--tfle--A-YAR area. Contractors will carry out these activities on a case-by-case basis at the minimum duration and quantity necessary to construct utility service for the affected sites. The quantity and duration of construction dewatering is not known at this time, but it is expected that the dewatering will be temporary. Groundwater appropriated during construction dewatering will be discharged to temporary or permanent stormwater ponds located within the AUAR area. Construction dewatering and pumping within the AUAR development could exceed the 10,000-gallon per day or 1,000,000 gallons per year thresholds that trigger the requirement for a DNR Water Appropriation Permit. If this becomes the case, the contractor or project proposer will need to apply to the DNR Division of Waters for a water appropriation permit. If it becomes apparent that construction dewatering will not exceed 50 million gallons in total, and a duration of one year from the start of pumping, the contractor or project proposer will apply to the DNR for coverage under DNR General Permit 97-0005 for Temporary Water Appropriations. It is possible that construction dewatering or pumping from the AUAR · development could continue long enough to impact domestic or municipal wells, however construction dewatering is usually for utility installation and is conducted less than 15 feet under the ground. The Page 12 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 Minnesota Geologic Survey County Well Index indicates that most registered wells in the area are drilled . to depths greater than 150 feet so no impact is expected. If any deeper dewatering for utility installation is required steps will be taken to prevent impacts to adjacent wells. The ADAR area will be served by the City of S1. Joseph municipal water supply, which is authorized to pump up to 150.0 MGY from three municipal wells under DNR Water Appropriation permit number 89- 3101.The City ofS1. Joseph will submit an application to the Minnesota DNRto amend the City's Water Appropriation Permit to cover the increased appropriation necessary to serve continued growth of the City and development ofthe ADAR area. DNR records indicate that, during 2002, the City pumped 160.7 million gallons, exceeding the authorized volume by 10.7 MGY. The City of S1. Joseph has planned for expansion of the municipal well system to serve the continued growth of the City and development of the ADAR area. The City of S1. Joseph will coordinate with DNR Area Hydrologist Mr. Dan Lais and the Minnesota Department of Health to ensure that the expanded municipal well system will meet DNR Water Appropriation Permit requirements and Department of Health regulations. The increase in appropriation will be withdrawn from the City's three existing wells, and two new wells that the City intends to have installed and operational by the end of2005. To ensure that the City's expanded well system results in a safe and clean public water supply that minimizes potential effects on groundwater and surface water resources, the City will: 1. Compete well testing will to determine the rate at which water can be reliably produced, 2. Delineate a Wellhead Protection Area for the expanded well field, 3. Estimate the productive capacity of the future wells, and evaluate the associated drawdown, 4. Model the aquifer under the Wellhead Protection Plan to verify the zone of influence of pumping . on the drawdown of the aquifer, 5. Properly case and grout off new wells to prevent contamination of the aquifer, and 6. Determine the transmissivity of the aquifer for a 24-hour or 72-hour period. Amendment of the City's existing DNR Water Appropriation Permit will be required. The capacity of the existing wells, the zone of drawdown due to pumping, and the transmissivity ofthe aquifer will be evaluated to document that an increase in pumping will not result in significant adverse effects groundwater or surface waters. The new wells are discussed in more detail below. c) Will the project require connection to a public water supply system? IZ!Yes 0 No If yes, identfy the supply, the DNR water appropriation permit number and the quantity to be used. The proposed development will be connected to the City of S1. Joseph municipal water supply, which is authorized underDNR Water Appropriation Permit numbers 89-3101-3, 89-3101-4, and 89-3101-5. The City of S1. Joseph currently obtains its raw water primarily from three production wells (well numbers 3, 4, and 5), which have a combined capacity of 1,000 gallons per minute (gpm), or 1.44 MGD (million gallons per day). The system has one 500,000-gallon elevated storage reservoir to equalize pressures and supply water during peak demands. The City of St. Joseph also has an emergency sharing agreement with the College of S1. Benedict that would allow the City to draw from the college's 150,000- gallon water storage facility in the event that the City needed to shut down its wells and reservoir. The City currently maintains one water treatment plant, which was built in 1970 and renovated in 1996. The treatment plant is designed to filter 1.08 million gallons of water per day (MGD). Water use has . steadily increased as the population of St. Joseph has grown. Westwood Professional Services, Inc. Page 13 Final Arcon St. Joseph AUAR June 21 J 2004 The quantity of water used is expected to be proportional to the amount of sanitary wastewater produced. · Water demand estimates for the scenario were based on the assumption that consumption is approximately 110 percent of wastewater generation (item 18a). Sanitary wastewater production was estimated at 182,090 GPD by applying rates outlined in the 2000 St. Cloud Area Master Plan, and at 288,248 GPD by applying rates outlined in the Service Availability Charge (SAC) Procedures Manual (Metropolitan Council Environmental Services, 2000). Therefore, the average daily demand for municipal water generated by the development within the AUAR area after full build-out is estimated at 317,072 GPD (110% x 288,248). It is projected that water demand within St. Joseph will increase over time. It is estimated that daily water usage for the AUAR area will account for approximately 33 percent of the projected total municipal water demand in St. Joseph by 2010, and 22 percent by 2020. The anticipated year of full build-out for the development is 2012. The following table provides projected populations taken from the St. Joseph Comprehensive Plan, and future maximum daily water demand estimates, which were calculated from the current average daily flow and future population estimates. Table 13.2. Projected Municipal Water Use Year Population 1 Maximum Daily Demand (MGD) 2000 3,481 0.653 2010 5,660 0.957 2020 8,852 1.468 1 Population estimates are taken from Table 3-8 of the City of St. Joseph Comprehensive Plan. The City of St. Joseph has and continues to plan for an adequate water supply and distribution system to · serve this and other future developments. The City completed test drilling for a new well freld in the summer of2003, and is planning on drilling two new water supply wells in 2004 or 2005. The City intends to have two new wells in place and operational by the end of2005. The City of St. Joseph Well Study indicates the two wells will each be able to supply an additional 500 GPM, or 0.72 MGD. The City is currently acquiring land around the two new wells for the fonnation of a new well field and Wellhead Protection Area, and plans to construct a new Water Treatment Plant in the new well field. The City of St. Joseph Capital Improvement Plan addresses the new well field as well as Water Treatment Facility expansion and construction of a new water tower. The St. Joseph Water Treatment Facility currently has a maximum capacity of 1,080,000 GPD. The new well field, expanded Water Treatment racIhty, and new water tower wIll supplement the existing water supply system and provide sufficient municipal water to serve the AUAR area and other anticipated new development. New development within the AUAR area will be served by a 12-inch diameter ductile water main that will enter the AUAR area near the northwest corner of the site and follow County Road 121 southeast. The water main will be extended along Jade Road and eventually will run south under 1-94 and loop back to the north, supplying water to areas of future development. Additional lateral water lines will be installed as development occurs. It is anticipated that the entire AUAR area will be served with municipal water by 2012. Adequate water pressure within the City of St. Jnseph near the AUAR area is achieved below elevations of 1120 feet above sea level. A small portion of the AUAR area in the hilly, oak woodland portion of the site rises above 1120 feet. This area is envisioned for low-density single family homes that will be constructed on custom-graded lots. Development of the area above the 1120 feet elevation may require · pressure tanks installed in the houses by the builders to ensure adequate water pressure. The St. Joseph Page 14 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 City Engineer indicated that the problem is related to water pressure rather than supply, and that either · individual pressure tanks or an area-wide booster station will be used. Water Use - Mitigation Plan Responsible Parties: City of S1. Joseph, Project Developers, and Construction Contractors Agencies Involved: City of S1. Joseph, Steams County, MN Department of Health, MN-DNR Implementation Program: Stearns County Ordinances, MN Department of Health Water Well Regulations, and MN-DNR Water Appropriation Rules Implementation Timeframe: 2004 - 2013 Prior to construction, all unused domestic wells within the AUAR area, including any unregistered wells identified in the future, will be sealed and abandoned in accordance with Minnesota Department of Health regulations. Development within the AUAR area will be served by the City of St. Joseph municipal water supply system and will not require installation of new domestic wells. Dewatering may be necessary during construction to install sanitary sewer, municipal water, and storm sewer in some areas within the AUAR area. Contractors will carry out these activities on a case-by-case basis at the minimum duration and quantity necessary to construct utility service for the affected sites. Groundwater appropriated·for construction dewatering purposed will be discharged to temporary or permanent stormwater ponds located within the AUAR area. Groundwater appropriation and dewatering that exceeds DNR permitting thresholds will require authorization under the appropriate DNR permit(s). Development in the area will be designed in accordance with the goals and policies set forth in the City of St. Joseph Comprehensive Plan. Mitigation measures will seek to minimize impacts to surface water and existing wells. Careful monitoring of well performance, modeling the groundwater system, and testing · will help protect long-term sustainability and quality of the aquifer. The City of St. Joseph will work with DNR Area Hydrologist Mr. Dan Lais and the Minnesota Department of Health to ensure that the expanded municipal well system will meet DNR Water Appropriation Permit requirements and Department of Health regulations. To ensure that the City's expanded well system results in a safe and clean public water supply that minimizes potential effects on groundwater and surface water resources, the City will: 1) determine and meet DNR Water Appropriation Permit requirements associated with the new well field, 2) obtain the necessary DNR Water Appropriation Permit ~mendment(s) or permit(s), 3) compete well testing will to determine the rate at which water can be reliably produced, 4) delineate a Wellhead Protection Area for the expanded well field, 5) estimate the productive capacity of the future wells, and evaluate the associated drawdown. 6) model the aquifer under the Wellhead Protection Plan to verify the zone of influence of pumping on the drawdown of the aquifer, 7) properly case and grout off new wells to prevent contamination of the aquifer, and 8) determine the transmissivity of the aquifer for a 24-hour or 72-hour period, and 9) continue to monitor the development of the well field and the potential for impacts on groundwater and surface water resources. · The City of St. Joseph will complete the development of the Wellhead Protection Plan that it has initiated, and coordinate wellhead protection measures with the Minnesota Department of Health. The wellhead Westwood Professional Services, Inc. Page 15 Final Arcon St. Joseph AUAR June 21,2004 protection plan is vital to protecting groundwater resources and the City's investment in municipal water supply facilities. · 14. Water-Related Land Use Management Districts aJ Does any part of the project site involve a shoreland zoning district, a delineated 1 OO-year flood plain, or a state or federally designated wild or scenic river land use district? IØYes 0 No If yes, identifY the district and discuss project compatibility with district land use restrictions. Districts should be delineated on appropriate maps and the land use restrictions applicable in those districts should be described. If any variances or deviations from these restrictions within the A UAR area are envisioned, they should be discussed. Shorelands The AUAR area includes approximately one mile of frontage on the Sauk River (a DNR Public Watercourse), and the river has a Transitional shoreland classification. The Shoreland Overlay District of the Sauk River extends 300 feet from the edge of the bank of the channel, or to the landward extent ofthe floodplain, whichever is farthest. Development within the Shoreland District will need to comply with City of St. Joseph Ordinance 52.20 (Shoreland Overlay District), which specifies the allowable residential density, building height, impervious surface ratio, and setback from the Sauk River. Development within the Shoreland Overlay District will comply with the land use restrictions set forth in the St. Joseph Shoreland Overlay District Ordinance. The ordinance requires that single-family lots be at least 11,000 square feet in size, and that structures be setback at least 50 feet from the bank of the river. The ordinance also has a Surface Coverage Requirement that limits the amount of lot coverage by structures to less than 25 percent of the lot. The project Proposer has voluntarily moved the proposed · home pads in all lots on the site to a minimum of 100 feet from the bank of the Sauk River. The AUAR area includes about 105 acres of land located within the Sauk River Shoreland Overlay District (Table 14.1, Exhibit 9). Under the Development Plan (see Exhibit 3), about 70 percent of the suitable area within the shoreland will be used as park and open space, and about 30 percent of the suitable shoreland area will be converted to low-density residential use. Because over half of the shoreland will be maintained as open space, the total allowable density includes 230 more homes than are planned within the shoreland district at the low residential density of2.75 units per acre. Table 14.1. Shoreland Analysis Planned Land Use Shoreland Wetland Suitable Area ,- Allowable ¡z Planned ¡z Sq.Ft. Acres Sq.Ft. Acres Sq.Ft. Acres Density Density Low Densitv Residential 948,385 21.77 0 0.0 948,385 21.77 86 60 Open Space 3,613,682 82.96 1,361,250 31.25 2,252,432 51.71 204 0 Total 4,562,067 104.73 1,361,250 31.25 3,200,817 73.48 290 60 1 Suitable area does not include wetlands, bluffs, lake access lots, or any area below the bank of the Sauk River. The AUAR area does not include any bluffs. 2 Allowable Density = Suitable Area Sq. Ft. /11,000 Sq. Ft./Lot; Planned Density = Suitable Area Acres /2.75 Lots/Acre. Floodplains The Federal Emergency Management Agency (FEMA) identified the regulatory base flood elevation at various cross sections along the Sauk River before the AUAR area was annexed by the City ofSt. Joseph · (see Exhibit 9). These flood elevations are shown on the Flood Insurance Rate Map for unincorporated areas of Stearns County (Panel Number 2705460190 B, Revised November 16, 1994). The FEMA Page 16 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21 2004 regional flood elevations range from about 1,059 feet above mean sea level at the upstream end of the · site, to about 1,056 at the downstream end of the site. The FEMA floodplain limits are used for flood insurance, planning, and engineering purposes. The floodplain is broken down into the floodway (i.e., the portion of the floodplain required to convey the 1 OO-year flood) and the flood fringe. The fill necessary to develop the AUAR area will be limited to the flood fringe, which is the portion of the floodplain that is not necessary for flood conveyance. Although the City of St. Joseph does not currently have a floodplain ordinance, development in theAUAR area will comply with Steams County Ordinance 209, Section 10.1 (Floodplain Overlay District). The lowest fmished floor elevation of structures built within the flood fiinge will be at or above the regulatory flood protection elevation, which is one foot above the 1 OO-year flood (i.e., the regional flood) elevation. The delineated floodplain covers approximately 95 acres within the AUAR area, including about 55 acres that falls within the floodway, and about 40 acres that falls within the flood fringe. Residential development will be limited to the flood fringe. Land use within the floodway will include only park, wetland, and open space. The City of St. Joseph and the project proposer will work together to obtain and update the flood modeling for the Sauk River to account for approximately 15 acres of residential development within the flood fringe. Floodplain modeling and a floodplain revision application will be prepared and submitted to the Minnesota DNR and FEMA to obtain a letter of approval from the DNR approval and a Letter of Map Revision (LOMR) from FEMA. The AUAR development will be consistent with the floodplain regulations of FEMA, Minnesota DNR, and Steams County. Fill placed within the flood fringe will not increase the potential for flood damage or · raise the regional flood elevation by more than 0.5 foot. All residential structures developed within the -flood fringe will be placed on fill at or above the flood protection elevation, and the fill will extend for that elevation for at least 15 feet beyond the structures. - Water-Related Land Use Management Districts - Mitigation Plan Responsible Parties: City of St. Joseph and Project Developers Agencies Involved: Sauk River.WatèrshedDistrict, Stearns County, MN-DNR, Federal Emergency Management Agency Implementation Program: Stearns County Ordinances, MN-DNR Floodplain Management Rules, FEMA Regulations Implementation Timeframe: 2004 - 2013 Development within the Shoreland Overlay District will comply with the land use restrictions set forth in the St. Joseph Shoreland Overlay District Ordinance. The ordinance requires that single-family lots be at least 11,000 square feet in size, and that structures be setback at least 50 feet from the bank of the river. Development within the Shoreland District will need to comply with City of St. Joseph Ordinance 52.20 (Shoreland Overlay District), which specifies the allowable residential density, building height, impervious surface ratio,~dsetback fr0In tl1e§~uk IUver. AIFbûildingpads will be at least 2-feet above the 100-yearfloodelevationwithregardtoboththeSaukRiverand holding ponds/drainage areas. The Projectproposerhas voluntarily movedallhomepadstoa minimum of 1 00 feet from the bank of the Sauk River. The AUAR development will be consistent with the floodplain regulations ofFEMA, Minnesota DNR, · and Steams County. Fill placed within the flood fringe will not increase the potential for flood damage or raise the regional flood elevation by more than 0.5 foot. All residential structures developed within the flood fringe will be placed on fill at or above the flo()d protection elèvation, and the fill will extend for Westwood Professional Services. Inc. Page 17 Final Arcon St. Joseph AUAR June 21 2004 that elevation for at least 15 feet beyond the structures. Residential development will be limited to the flood fringe. Land use within the flood way will include only park, wetland, and open space. · The City of St. Joseph and the project proposer will work together to obtain and update the flood modeling for the Sauk River to account for approximately 15 acres of residential development within the flood fringe. Floodplain modeling and a floodplain revision application will be prepared and submitted to the Minnesota DNR and FEMA to obtain a letter of approval from the DNR approval and a Letter of Map Revision (LOMR) from FEMA. 15. Water Suñace Use aJ Will the project change the number or type of watercraft on any water body? /ØYes 0 No If yes, indicate the current and projected watercraft usage and discuss any potential overcrowding or conflicts with other uses. The AUAR area borders the Sauk River and Stearns County has indicated an interest in developing a County Canoe Park with canoe access to the river at some location where park is planned adjacent to the river. Currently there is no improved canoe or boat access in the AUAR area. However, canoeists have used the right-of way of County Road 121 in the southeastern corner of the AUAR area as an informal, unofficial access to the Sauk River. Plans for the AUAR area do not include piers, docks, or a boat launch suitable for motorized boats. The AUAR development may include a riverside park and canoe access where boaters could launch canoes and other small boats by hand. The possible creation of a canoe park could result in slight increase in the number of small, unmotorized watercraft using the Sauk River. Because the AUAR development will not include a motorized boat access, piers, or docks, conflicting water uses and overcrowding of boats is not anticipated. 16. Erosion and Secümentation · a) Give the acreage to be graded or excavated and the cubic yards of soil to be moved: The number of acres to be graded and number of cubic yards of soils to be moved need not be given; instead, a general discussion of the likely earthmoving needs for development of the area should be given, with an emphasis on unusual or problem areas. In discussing mitigation measures, both the standard requirements of the local ordinances and any special measures that would be added for AUARpurposes should be included b) Describe any steep slopes or highly erodible soils and identifY them on the site map. Describe any erosion and scdimentafi~es to be used-dul'ing-and after projce!-{3(JmI1'iæ#en. Surface topography ranges in elevation from 1,154 feet above sea level in the wooded western portion of the site to 1,053 feet on the bank of the Sauk River in the southeast portion of the site (Exhibit 2). An analysis of two-foot contour topographic mapping indicates steep slopes (slopes greater than or equal to 12%) cover about two acres distributed among four small areas in the western wooded portion ofthe site. According to the USDAlNRCS Highly Erodible Soil Map Unit List for Stearns County Minnesota (October 1993), there are no highly erodible soils identified on the site (see Table 19.1). Before initiating construction, proposers of projects disturbing at least one acre of land must obtain coverage under Minnesota's NPDES (National Pollutant Discharge Elimination System)/SDS (State Disposal System) General Stormwater Permit for Construction Activity (MNRI00001), issued August 1, 2003. Because construction of developments within the A UAR area will disturb at least one acre of land, · application for coverage under the NPDES/SDS General Permit must be submitted to the Minnesota Page 18 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 Pollution Control Agency (MPCA) prior to initiating earthwork on those projects. This pennit requires: . (1) management of stonnwater discharge during construction, (2) use of Best Management Practices (BMPs) to control erosion, and (3) inspection of all erosion controls at least once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inch in 24 hours. Requirements for construction activity under the General Stonnwater Penn it include: A The Permittee must design and implement a Stormwater Pollution Prevention Plan (SWPPP). BMPs identified in the SWPPP must be installed in an appropriate and functional manner. B. Temporary Sediment Basins must be located wherever 10 or more acres drain to a common location, and sized to capture runoff from a 2-year, 24-hour storm. C. Permanent stormwater management systems, such as sedimentation or infiltration basins, must be constructed where at least one acre of cumulative impervious surface is created. D. Erosion Prevention Practices: 1. The Permittee must implement appropriate construction phasing, vegetative buffer strips, horizontal slope grading, and other construction practices that minimize erosion. 2. Exposed soils with a continuous positive slope within 200 feet of a surface water must have temporary erosion or permanent cover established within the time period set forth under the General Permit, which ranges from 7 to 12 days, depending on the slope. 3. The normal wetted perimeter of any drainage ditch that carries water from or around a construction site must be stabilized within 200 feet from the property edge or point of discharge to surface water. Stabilization must be completed within 24 hours of connecting to a surface water. 4. Pipe outlets must have energy dissipation within 24 hours of connection to a surface water. . E. Sediment Control Practices: 1. Sediment control practices must minimize sediment entering surface waters, including - curb and gutter systems and storm sewer inlets: 2. Sediment control practices must be established on all down-gradient perimeters before any upgradient land disturbing activities begin. These practices must remain until final stabilization has been established. 3. Sediment control practices may be adjusted to accommodate short-term activities such as clearing, grubbing, or vehicle passage. Any short-term activity must be completed as quickly as possible and the sediment control practices must be installed immediately after the activity is completed. 4. All storm drain Inlets must oe protected by appropriate BMPs dUring construction until all sources with potential for discharging to the inlet have been stabilized. 5. Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters or stormwater conveyances such as curb and gutter systems or ditches. 6. Vehicle tracking of sediment from the construction site must be minimized by BMPs such as stone pads, wash racks, or equivalent systems. Street sweeping must be used if such BMPs are not adequate to prevent sediment from being tracked onto the street. 7. The Permittee must install temporary sedimentation basins as required in Part III.B. of the General Permit. F. Final Stabilization of the site must be achieved by establishing perennial vegetative cover, or other equivalent means, to prevent soil failure under erosive conditions. For residential . construction, final stabilization is achieved when the residence is transferred to the homeowner. Westwood Professional Services, Inc. Page 19 Final Arcon St. Joseph AUAR June 21, 2004 In addition to the requirements of the NPDES/SDS General Permit, individual projects will need to adhere to the requirements of the City of St. Joseph. Erosion control plans will be reviewed and approved · by the City of 8t. Joseph prior to construction. Development in the AUAR area will comply with City of St. Joseph Ordinance 52.18 (Surface (Storm) Water Management) and Ordinance 52.19 (Land, Woodland, and Wetland Preservation), which require erosion control measures, protection of storm drain inlets, and temporary or permanent sediment basins. With the implementation ofthe above BMPs, potential adverse effects from construction-related sediment and erosion on water quality will be minimized to the extent practical. It is anticipated that potential adverse erosion and sedimentation impacts will be limited primarily to short-term effects. c) Discuss the likely earthmoving needsfor development of the area, with an emphasis on unusual problem areas. In discussing mitigation measures, include both the standard requirements of the local ordinances and any special measures that would be addedfor AUARpurposes. Project construction will involve grading of approximately 70 to 75 percent of the site, or about 320 to 350 acres in phases beginning in 2004 and continuing until full build-out, which is anticipated in 2012. Grading will be completed to construct roads, homes, stormwater ponding, landscaping, and recreation areas. Specific erosion control measures will be undertaken in special areas such as around wetlands and in areas of steep slopes. During this period, development grading is expected to entail movement of approximately 2.7 million cubic yards of earth. Construction phasing will limit the surface area exposed to soil erosion at anyone time, and Best Management Practices (BMPs) will be implemented during and after construction to protect water quality and reduce the potential for soil erosion and sedimentation. Residential lots in the western wooded area, where slopes are steepest and range between 2 and 15 percent, will be custom graded to preserve trees and limit erosion potential. Typical hours of construction are anticipated to be 7:00 am to 6:00 pm · Monday through Saturday. Actual scheduling and construction will vary depending on project approvals. Erosion and Sedimentation - MItigation Plan Responsible Parties: City of St. Joseph. Project Developers, and Construction Contractors Agencies Involved: City of St. Joseph, Steams County SWCD. and MPCA Implementation Program: NPDES General Permit II for Construction Activities Implementation Timeframe: 2004 - 2013 Because BMPs will be implemented, the potential adverse effects from construction-related sediment and erosion on water quality will be minimized to the extent practical, and it is anticipated that potential adverse erOSIOn and sedlll1entatIOn 1illpacts wIll be llll1Ited pnmarIly to short-tenn effects. ErosIOn control around wetlands and steep slopes pose the primary potential source of concern. Specific erosion control measures will be undertaken in such special areas. Erosion control plans will be reviewed and approved by the City of St. Joseph prior to project construction. Development in the AUAR area will comply with City ofSt. Joseph Ordinance 52.18 (Surface (Storm) Water Management) and Ordinance 52.19 (Land, Woodland, and Wetland Preservation), which require erosion control measures, protection of storm drain inlets, and temporary or permanent sediment basins. Erosion control practices are listed above in Item 16b. 17. Water Quality: Surface Water Runoff a) Compare the quantity and quality of site runoff before and after the project. Describe permanent controls to manage or treat runoff. Describe an)' stormwater pollution prevention plans. The quantity of surface water runoff will increase during storm water events as additional impervious · surface area is added with the construction of streets and housing. The estimated increase in impervious Page 20 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 surface on the site is roughly 135 acres. The increase in impervious surface will be mitigated by . construction of stormwater ponds designed to increase the total flood storage volume on the site and handle a lOO-year storm event prior to discharging to one of the existing ditches and ultimately to the Sauk River. Sediment basins will remove suspended sediment and nutrients form surface water runoff. Existing wetlands will also function to detain treated stormwater and manage rates of runoff discharging to the Sauk River. Wetlands on the site have historically stored runoff after high rainfall events. The composition of site runoff will change with development. Existing runoff likely contains pesticides, herbicides, and fertilizer residues due to agricultural uses of the site. Post-development runoff is expected to be typical of residential developments. There will likely be an increase in phosphates and other components typical of urban runoff. The Stormwater Management Plan discussed below is an overall conceptual plan that controls rate of runoff. The plan does not control volume of runoff. Concerns have been raised about the volume of water entering the drainage ditch that runs along the northern portion of the property. The volume of water will be addressed in the platting phase of the project. The City Engineer and the project proposer's engineering consultant are in agreement that during the platting phase is the appropriate time to address the issue of volume control. During this phase the detailed site plans will be available for planning for appropriate volume control. Measures to mitigate the increased volume of runoff such as cleaning out the drainage ditch and rerouting stormwater from the ditch through stormwater ponds and into the Sauk River will be investigated. The Stormwater Management Plan shows that the proposed routes for stormwater runoff will provide rate control and water quality treatment with 13 stormwater ponds (Exhibit 10). The 13 stormwater ponds will provide a total of39.2 acre-feet of flood storage (Table 17.1). Eleven these ponds will treat runoff . draining to the ditch in the northern part of the site, and two of the pond will treat runoff draining to the Sauk River in the southern part ofthe area. The water quality ponds will be designed and constructed by developers according to City standards as development occurs. Only negligible post-development downstream water quality effects are anticipated. Stormwater pollution prevention plans will employ Best Management Practices during construction to reduce erosion and sediment loading of runoff. Table 17.1. Stormwater Management Pond Characteristics Pond Drainage Pond Area Pond Area Normal High Storage Peak Area NWL HWL Water Water Volume Runoff 1 ID (acres) (acres) (acres) Level Level (ac-ft) Rate (cfs) An... .... n A An A I"'n Anl"'n n ~ --- - ~ -~ ~^ _v ........V . IV I.....V IV...."." I """".V iJ.LiJ iJ.V 104 89.4 3.80 4.30 1058.0 1062.7 19.07 2.7 201 18.4 0.70 0.95 1066.0 1068.9 2.46 5.3 202 6.2 0.30 0.39 1066.0 1067.9 0.65 3.8 203 2.2 0.25 0.29 1066.0 1066.8 0.25 1.7 204 9.7 0.35 0.49 1068.0 1070.8 1.17 4.4 205 12.9 0.35 0.53 1068.0 1071.6 1.62 4.7 206 9.3 0.50 0.61 1076.0 1078.1 1.17 4.2 207 9.5 0.25 0.40 1080.0 1083.1 1.03 5.5 208 20.5 0.55 0.76 1088.0 1092.1 2.69 6.6 209 1.8 0.44 0.47 1070.0 1070.7 0.33 1.2 210 4.1 0.40 0.48 1068.0 1069.5 0.67 3.1 . 301 14.4 0.70 1.02 1070.0 1073.2 2.81 4.82 Total 232.4 9.69 12.19 39.17 53.32 Westwood Professional Services, Inc. Page 21 Final Arcon St. Joseph AUAR June 21, 2004 1 The total peak runoff rate (53.32 cis) refers to the total runoff rate leaving the stormwater ponds. This rate is slightly more than the peak runoff rate in Table 17,2 (51.4 cfs), which refers to the total peak runoff rate leaving the · AUAR area after the water flows through wetlands and the ditch. b) IdentifY routes and receiving water bodies for runofffrom the site; include major downstream water bodies as well as the immediate receiving waters. Estimate impact runoff on the quality of receiving waters. The project area falls within the Sauk River watershed. Stormwater generated from this development will be routed to stormwater ponds, and through wetlands and ditches, before ultimately discharging to the Sauk River. Treated runoff discharging from approximately 11 stormwater ponds in the northern half of the site will be routed through existing wetlands to an existing ditch in the northeast corner of the site, which drains approximately 4,500 feet downstream before discharging to the Sauk River. The rate of flow from the site to this ditch will be matched to existing conditions or decreased by the use of stormwater management ponds. Treated runoff from two stormwater ponds in the southern half of the site will be routed through an existing wetland before discharging to the Sauk River. Stormwater ponds will limit peak rates of discharge to wetlands to equal or less than under existing conditions (Table 17.2). The proposed routes for stormwater runoff will provide rate control and water quality treatment for removal of suspended solids and nutrients. Consequently, the impact of runoff on the quality of the Sauk River will be minimized. Table 17,2. Comparison of Existing and Proposed Runoff Rates Discharge Location Existing 100-Year Proposed 100-Year Runoff Rate (cfs) Runoff Rate (cfs) Existing Ditch in NE corner of site 26.7 26.3 · Sauk River at South end of site 120.9 25.1 Total 147,6 51,4 1 The peak runoff rate (51.4 cis) refers to the total peak runoff rate leaving the AUAR area after the water flows through wetlands and the ditch. This rate is slightly less than the total peak runoff rate in Table 17.1 (53.32 cfs), which refers to the total runoff rate leaving the stormwater ponds. c) Provide a detailed analysis of storm water issues and include thefollowing: I) A nTllyvftlwpropv8ed 8lUr71TWwer mwmgemem ðysrem and vf dfnvateriJmjtesl~ve stormwater A map of the subwatersheds for the AUAR area, the proposed stormwater management system that will control stormwater runoff, and the location of the ditch and the Sauk River at northern and southern ends of the site, respectively, is included in Exhibit 10. 2) A description of the storm water system and identifY on-site and "regional" detention ponding. Also indicate whether the various ponds will be new water bodies or converted existing ponds or wetlands. Where on-site ponds will be used but have not yet been designed, the discussion should indicate the design standards that will be followed. It is estimated that the stormwater management ponds will encompass approximately 10 acres after the AUAR area is fully developed. Ponds will be designed to protect water quality and limit runoff rates from the site. Construction of stonnwater ponds will be required as development occurs. The AUAR · area Stormwater Management Plan and ponding system is shown in Exhibit 10 and Table 17.1, Stormwater ponds and conveyance systems will be designed to avoid and minimize effects on wetlands to Page 22 Westwood Professional Services, Inc, Final Arcon St. Joseph AUAR June 21, 2004 the extent practicable. The Stormwater Management Plan and runoff modeling and design for the AUAR . area were based on MPCA NPDES/SDS General Permit requirements and the Soil Conservation Service Synthetic Unit Hydrograph Method, which has been incorporated into the software program HyroCAD - Version 6.10. The sedimentation design was based on the State of Minnesota requirements for stormwater discharge. These calculations were accomplished with the use of the software program PONDSIZ - Version 2.1, W. Walker. The stormwater management system will also meet the standards set forth in City of St. Joseph Ordinance 52.18 (Surface (Storm) Water Management), which does not allow development to increase the 2-year, lO-year, or 100-year peak discharge rates that exist prior to development. The Surface Water Management Ordinance also requires minimization of disturbed areas, runoff velocities, and erosion potential; and investigation of vegetated swáles, settling basins, skimming devices, detention facilities, and natural infiltration in development of the Stormwater Management Plan. 3) If present in or a4joining the A UAR area, the following types of water bodies must be given special analysis: Lakes: within the Twin Cities Metro Area-prepare a nutrient budget analysis for any "priority lake" identified by the Metropolitan Council. For lakes outside the metro area, lakes needing a nutrient budget analysis must be determined by consultation with the MPCA and DNR staffs. There are no lakes within or adjacent to the AUAR area. The proposed project will not directly affect any lakes. Trout Streams: ifstormwater discharges will enter or affect a trout stream-evaluate the impacts on the chèmical composition and temperature regimes of the stream and the consequent impacts on the . trout population (and other species of concern). Stormwater discharges will not directly enter or affect any designated trout streams. Water Quality: Surface Water Runoff - Mitigation Plan Responsible Parties: City of St. Joseph, Project Developers, and Construction Contractors Agencies Involved: City of St. Joseph, Minnesota Pollution Control Agency Implementation Program: City of St. Joseph Stormwater Management Plan Implementation Timeframe: 2004 - 2013 The proposed development will be designed in accordance to pohcIes set forth by the CIty of St. Joseph and the Minnesota Pollution Control Agency. The increase in impervious area will be mitigated by construction of stormwater management ponds designed to increase the total flood storage volume on the site and handle a tOO-year storm event prior to discharging to wetlands and the Sauk River. The ponds will also remove suspended sediment and nutrients trom surface water runoff. Stormwater pollution prevention plans will employ Best Management Practices during construction to reduce erosion and sediment loading of runoff. Adhering to City of St. Joseph and Minnesota Pollution Control Agency requirements for water quality and rate control will mitigate potential effects on water quality and the increased runoff volume. Existing wetlands and ditches will also function to detain treated stormwater and manage rates of runoff discharging to the Sauk River. The stormwater management system will meet the standards set forth in City of St. Joseph Ordinance 52.18 (Surface (Storm) Water Management), which does not allow development to increase the 2-year, . 10-year, or 100-year peak discharge rates that exist prior to development. The Surface Water Management Ordinance also requires minimization of disturbed areas, runoff velocities, and erosion Westwood Professional Services, Inc. Page 23 Final Arcon Sl Joseph AUAR June 21, 2004 potential; and investigation of vegetated swales, settling basins, skimming devices, detention facilities, and natural infiltration in development of the Stormwater Management Plan. · 18. Water 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. The types of wastewater produced will be typical of residential developments. No onsite municipal or industrial wastewater or sanitary sewage treatment is anticipated. No onsite sanitary sewage treatment is proposed. All wastewater from the AUAR area will be routed through a series of lateral and trunk sanitary sewer pipes and conveyed to the S1. Cloud Regional Wastewater Treatment Plant (WWTP). As of2003, the current average flow at the WWTP was approximately 9.3 MGD. The Mississippi River is the receiving water body for the S1. Cloud WWTP discharge. The Sewer Use Agreement between the City of St. Joseph and the City of St. Cloud was amended on August 27,2001 providing surplus conveyance capacity in the Waite Park and Pan Interceptors for the City of St. Joseph. This brings the total conveyance capacity available to the City of S1. Joseph to an average flow rate of2, 1 00,000 gpd. The total treatment capacity available is an average flow rate of 600,000 gpd. Sanitary wastewater production for the AUAR area was using two methods. The method that resulted in the largest estimate is considered the worst case scenario. The fIrst method used average sanitary sewer flows outlined in the St. Cloud Area Master Plan (2000). The Plan identifIes growth areas that will eventually be served by the greater S1. Cloud area wastewater facilities. The Ultimate Service Area, which is comprised of stages over the next 50 years and includes the City of S1. Joseph, was used to determine the design of all future sanitary trunk sewer facilities. The Ultimate Service Area was divided · into 109 districts to predict future flow generation. Appendix A2 and B2 of the Master Plan indicate the Ultimate Service Area consists of94,238 acres with an average flow of 49.28 MGD. The AUAR area is located within District 23, which includes and extends-beyond the AUAR boundary. -The following table provides the average sanitary sewer flows per acre by land use category, and the total estimated average daily sanitary sewer flow for the AUAR area. Table 18.1. Estimated Average Sanitary Sewer Flows Land Use Acres Rate Sewer Flow ( a aIlac reJ (GPD) Low Density Residential 227.8 550 125 260 HiQh Density Residential 72.4 750 54,300 Park 50 50 2,500 Total 350.2 182,083 District 23 encompasses a total of 1,153 acres and has a total estimated average daily sewage flow of 641,700 GPD. The AUAR area encompasses 464 acres, or 40 percent of District 23. Proportionately, one would estimate the average daily flow for the AUAR area at 258,200 GPD, which is 76,117 more GPD than the estimate of 182,083 that was derived from AUAR area land use. This suggests that the S1. Cloud Area Master Plan has adequately planned for future sanitary sewer capacity in the AUAR area. The worst-case maximum daily sanitary sewer flow estimate was derived by applying rates outlined in the Service Availability Charge (SAC) Procedures Manual (Metropolitan Council Environmental Services, 2000). Based on an estimate of274 GPD of wastewater per residential unit, the AUAR area would be · expected to generate a maximum potential wastewater flow of288,248 GPD after full build-out in 2012, Page 24 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 · Design flow demands wereJ.11easured against existing excess system capacity to. determine the future capacity needs. Thècurrentsurplus wastewaterireatmentcapacity currentlyavailab1e for the City of St. Josephis24 7 ,000 GPI)' which islessthan the~88,248estimatedmaximum potential wastewater flow for the AUA:R area.AsbuildoutcîftheA.tJ~area is accomplished, the City ofSt. Joseph will likely need to.P\U"qryflSemoretre~tm.eIlt5apaciÍ)' fr~Intl1eSt.Cloud~P'i Under the recent Sewer Use Agreement withSt.Cloud,andthe currentS"yearplanto expand theSt.CloudWWTP, the City ofSt. Joseph has demonstrated that it is continuing to plan for adequate sewer capacity as demand increases. b) Describe waste treatment methods or pollution prevention efforts and give estimates of composition after treatment. Identify receiving waters, including major downstream water bodies, 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. All wastewater from the AUAR area will be routed through a series of lateral and trunk sanitary sewer pipes and conveyed to the St. Cloud Regional Wastewater Treatment Plant (WWTP). The current average flow at the WWTP is approximately 9.3 MGD. The Mississippi River is the receiving water body for the St. Cloud WWTP discharge. St. Cloud Public Utilities indicated that the average phosphorus concentration in the discharge to the Mississippi River during 2002 was 0.92 mg/L (milligrams per liter; ppm). This amount has not been considered by the MPCA to have a significant effect on downstream lakes and reservoirs. The lowest phosphorus concentration planning category in theMPCA's Phosphorus Management Planning Guidance (March, 2000) is 4.0 mg/L. The MPCA recommends that municipal wastewater treatment plants with effluent phosphorus concentrations of less than 4.0 mg/L focus on maintaining or improving performance. 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, identify any improvements necessary. The St. Cloud Regional WWTP is located near Interstate 94 and CSAH 75 in southern St. Cloud. The plant has a total capacity of 13 MGD and currently receives wastewater flow of about 9.3 MGD from St. Cloud and surrounding municipalities. According to the St. Cloud Area Master Plan, the treatment plant has ample room for expansion. Several large interceptors were installed and extended into surrounding growth areas. The interceptors were sized to accommodate wastewater flows for future growth and development over the next five decades. Comparison of the daily sewer generation estimates for the AUAR area to the capacity of the S1. Cloud Ree;jonRl WWTP incHc!¡tes tnere will be adeq11ate sewer line and treatment plant cap~erve the flows from the AUAR area. The average and maximum daily sewer generation estimates for the AUAR area are 182,083 to 288,248 GPD, respectively. These estimates are less than the 320,068 GPD surplus capacity currently available for S1. Joseph, and comprise less than 2.3 percent to the total S1. Cloud Regional WWTPs capacity of 13 MGD. These figures indicate there will be adequate sewer line and treatment capacity to serve the flows that will be generated by development in the AUAR area. Considering the planned sanitary sewer expansion for the St. Cloud area, no wastewater facility or treatment capacity issues are anticipated, and no mitigation measures have been considered. 19. Geologic Hazards and Soil Conditions a) Approximate depth (in feet) to ground water: ~minimum 14-75 average to bedrock: < 50 minimum about 50 average · Describe any of the following geologic site hazards to ground water and identify them on the site map: sinkholes, shallow limestone formations or karst conditions. Describe measures to avoid or minimize Westwood Professional Services. Inc. Page 25 Final Arcon St. Joseph AUAR June 21, 2004 environmental problems due to any of these hazards. Include a map depicting any groundwater hazards. Include relevant information on soil contamination due to past land uses within the area. . The Stearns County Geologic Atlas, published by the Minnesota Geological Survey, and the United States Geological Survey (USGS) topographic map were consulted to determine the depths to groundwater and bedrock. Depths to groundwater were determined by calculating the difference between the water table elevations and the surface level elevations. Surface topography varies in elevation from 1,154 feet above sea level in the western wooded portion of the site, to 1,053 feet along the Sauk River in the southeast portion of the site. The water table elevation declines to the southeast, existing between 1,040 and 1,080 feet above sea level. Depth to groundwater in the western portion of the AUAR area is estimated at 75 feet, and groundwater reaches the surface at the Sauk River in the southeastern portion of the site. The Atlas provides depths to bedrock in increments of 50 feet. Depth to bedrock in the northwestern portion of the area ranges from 50 to 100 feet. The depth to bedrock in the southeastern portion, and over most of the rest of the area, is mapped as 0 to 50 feet. No bedrock outcroppings are mapped in the AUAR area. A Geotechnical Evaluation Report was completed for the site on August 21,2001. Fifteen auger borings were completed throughout the site. The borings revealed sands, sandy silty clays and organic soils at varying depths and thickness, None of the borings encountered groundwater or bedrock. There are no known soil contamination sites within the AUAR area. By state law, if contamination is found during site development, the developer is required to report the site and adhere to the Minnesota Pollution Control Agency (MPCA) rules. No known geologic hazards in the form of sinkholes, faults, shallow limestone formations, and karst topography are present on the site. Therefore, measures to avoid . or minimize environmental problems due to these hazards are not proposed. b) Describe the soils on the site, giving NRCS (SCS) classifications, iflmown. Discuss soil granularity and potential for groundwater contamination from wastes or chemicals spread or spilled onto the soils, Discuss any mitigation measures to prevent such contamination. The Soil Survey of Stearns County, Minnesota (USDA, 1985) indicates the soils listed in Table 19.1 occur within the project area (Exhibit 11). Table 19.1. Soils Characteristics Map Soil Classification Acres Hydric 1 Prime Highly Symbol Farmland 2 Erodible 41A Estherville Sandy Loam, 175.5 No No No 0-2% slopes 418 Estherville Sandy Loam, 19.9 No No No 2-6% slopes 1798 Langola Loamy Sand, 12.8 No No No 1-4% slopes 181 Litchfield Loamy Sand 8.0 No No No 183 Dassel Sandy Loam 40.3 Yes No No 2048 Cushing Sandy Loam, 8.2 No Yes No 2-8% slopes 204C Cushing Sandy Loam, 15.2 No No No 8-15% slopes 281 Darfur Coarse Sandy 42.4 Yes Yes (where No . Loam drained) 2928 Alstad Sandy Loam, 22.3 No Yes No Page 26 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 Table 19.1. Soils Characteristics · Map Soil Classification Acres Hydric 1 Prime Highly Symbol Farmland 2 Erodible 1-4% slopes 413 Osakis Loam 51.6 No No No 465 Kalmarville Sandy Loam, 12.1 Yes No No Frequently Flooded 543 Markev Muck 12.6 Yes No No 566 ReQal Loam 4.9 Yes No No 873 Prebish-Nokav Complex 30.1 Yes No No 1018 Udifluvents, Frequently 4.1 No No No Flooded W Water 4.0 No No No Total 464.0 1 Based on theNRCS List of Hydric Soils of Minnesota (1995). 2 Based on the USDAlNRCS Prime Farmland of Stearns County, Minnesota (1985). According to the Soil Survey, the site is located on the Dorset-Nymore Association. Soils in this association mainly occur on undulating outwash plains and stream terraces. Soil texture varies between coarse and moderately coarse material that formed in a loamy or sandy mantle under prairie vegetation. Dorset soils make up about 30 percent of the association and are well drained soils located on outwash plains. Nymore soils make up 20 percent of the association and are excessively drained soils located on < _.~ crests and sideslopes. Most soils on the site are relatively coarse textured, including sandy loams and loamy sands. The · pollution sensitivity map indicates the sensitivity of groundwater to pollution is Very High over much of the site, and moderate over the higher elevations in the western portion of the site (Steams County Geologic Atlas, C-IO, PartB, Plate 10, Sensitivity of Ground Water Systems to Pollution, 1998). Sensitivity to pollution is indicated by the approximate time it takes water tõ infiltrate the land surface until it is discharged or pumped from an aquifer. The Very High sensitivity category indicates that the estimated vertical travel time for water-borne surface contaminants to reach 50 feet below the land surface is within hours to months. However, a high sensitivity does not mean that water quality has been or will be degraded. Geologic Hazards and Soil Conditions - Mitigation Plan Responsible Parties: City of 81. Joseph, Project Developers, and Construction Contractors Agencies Involved: City of S1. Joseph, Minnesota Pollution Control Agency Implementation Program: MPCA Rules Implementation Timeframe: 2004 - 2013 Planned land uses in the area will be connected to municipal sanitary sewer and water facilities, thereby lessening the potential for groundwater contamination from onsite wastewater treatment systems. The most intense land uses will have higher ratios of impervious surface, which will limit the potential for infiltration and shallow groundwater contamination. All planned uses will comply will applicable government rules and regulations for construction and on-going maintenance of facilities that have potential to contribute to groundwater contamination. There are no known soil contamination sites within the AUAR area. By state law, if contamination is found during site development the developer is required to report the site and adhere to the Minnesota Pollution Control Agency (MPCA) rules. No known geologic hazards in the form of sinkholes, faults, shallow limestone formations, and karst · topography are present on the site. Therefore, measures to avoid or minimize environmental problems due to these hazards are not proposed. Westwood Professional Services, Inc. Page 27 Final Arcon St. Joseph AUAR June 21, 2004 20. Solid Wastes, Hazardous Wastes, Storage Tanks · a) Describe the types, amounts and compositions of solid or hazardous wastes, including solid animal manure, sludge and ash, produced during construction and operation. Identify the method and location of disposal. For projects generating municipal solid waste, indicate if there is a source separation plan; list type(s) and how the project will be modified to allow recycling. The wastes resulting from development within the AUAR area expected to be typical residential municipal solid waste. Specific infonnation about the composition of municipal solid waste generation in St. Joseph is not available. The Minnesota Office of Environmental Assistance (MOEA) reported an estimate of residential solid waste generation of 0.33 tons per person per year in 1998 for the Twin Cities Metropolitan Area. Table 20.1 shows the estimated municipal solid waste generation after development of the AUAR area. The residential solid waste generation rates used in the table are based on the conservative figures that the average single-family dwelling has 3.0 persons in it and that the average multiple-family dwelling (units at a density of 6 units/acre or higher) has 2.0 persons living it. The number or household occupants was then multiplied by 0.33 tons per person per year based on the MOEA figure for the Twin Cities. The single-family,rate was used for low and medium density (up to 4 units/acre) development, and the multi- family rate was used for high density development (12 units/acre). Table 20.1. Estimated Municipal Solid Waste Development Density Number Persons Tons/Person Solid Waste · of Units Unit UnitlYear (TonsNear) Single-Family Units 848 3 0.33 839.52 (Low and Med. Density) Multi-Family Units 204 2 0.33 134.64 (Hiah Density) Total 1052 974.16 The City of St. Joseph will extend its solid waste and recyclable materials collection services to include development within the AUAR area. The City of St. Joseph requires recycling, and the contract waste hauler that serves the St. Joseph area IS requITed to provIde a recyclIng contamer for Items sucn as cardboard, newspaper, glass, aluminum, plastic, mixed mail, and magazines. Participation in recycling programs by future residents on the site will be expected to reduce costs for solid waste trucking and disposal. Disposal of non-recycled solid waste in the project area is contracted with the licensed hauler who will truck the waste to the Elk River incinerator. There are no known hazardous wastes associated with existing conditions or future development of the AUAR area, other than typical household chemicals and cleaners. b) Indicate the number, potential location, size and use of any above or below ground tanks associated with commercial uses. There are no records of any storage tanks within the AUAR area. The County and City defer to MPCA regulations concerning the installation and registration of storage tanks. The MPCA requires registration · of commercial tanks with 110 gallons or more capacity, and the agency has no record of registrations of any such tanks existing in the AUAR area. It is not necessary to register residential and fann gasoline and Page 28 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 oil tanks. It is assumed that, with record of only one farm and one homestead recently on the AUAR area . that the number of storage tanks on the site is one or fewer. A field review of the site in December 2002 by Westwood Professional Services, Inc. did not identify any storage tanks on the site. If used or abandoned storage tanks are located or identified during the development process, they will be removed and properly disposed of or recycled in accordance with MPCA regulations. The AUAR area will be developed to residential use and development will not include installation of commercial above or belowground petroleum product storage tanks. Solid Wastes, Hazardous Wastes, Storage Tanks - Mitigation Plan Responsible Parties: City of S1. Joseph, Project Developers, Construction Contractors, and the Licensed Waste Hauler Agencies Involved: City of S1. Joseph, Minnesota Pollution Control Agency Implementation Program: Local Ordinances,. MPCA Regulations Implementation Timeframe: 2004 - 2013 The AUAR area will be developed to residential use, and development is not expected to include installation of commercial above or belowground storage tanks, or generate industrial or commercial waste. The City of St. Joseph requires the licensed waste hauler that serves the City to offer recycling programs, and participation in recycling programs by future residents is expected to reduce costs for solid waste trucking and disposal. 21. Traffic Parking spaces added: None .- Existing spaces (ifproject involves expansion): None Estimated total Average Daily Traffic (ADT) generated: 8.645 Estimated maximum peak hour traffic generated and time of occurrence: 880 (4:30PM to 5:30PM) - Provide an estimate of the impact on traffic congestion on affected roads and describe any traffic improvements that will be necessary. If the project is within the Twin Cities metropolitan area, discuss its impact on the regional transportation system. For each affected road indicate the ADT and the directional distribution of traffic with and without the project. Provide an estimate of the impact on traffic congestion on the affected roads and describe any traffic improvements which will be necessary. For most A UAR reviews a relatively detailed traffic analys1s will be needed, espec1ally if there 1S to be much commercial development in the A UAR area or if there are major congested roadways in the vicinity. The results of the traffic analysis must be used in the responses to item 22 and to the noise aspect of item 24. Note: The geographical scope must extend outward as far as the traffic to be generated would have a significant effect on the roadway system and traffic measurements and projections should include peak days and peak hours, or other appropriate measures related to identifying congestion problems, as well as ADT's. Instead of responding to the information calledfor in item 21, the following information should be provided: . Westwood Professional Services, Inc. Page 29 Final Arcon St. Joseph AUAR June 21, 2004 a) A description and map of the existing and proposed roadway system, including state, regional, and local roads to be affected by the development of the AUAR area. This information should include existing and . proposed roadway capacities and existing and projected background (i. e. without the A UAR development) traffic volumes; The complete Traffic Study is contained in Appendix E. This section of the AUAR contains a summary of key fmdings, impacts, and mitigation measures for the Traffic Stud on the AUAR development, which includes a total of 1,052 housing units. b) Trip generation data, including trip generation rates and trip totals for each major development scenario broken down by land use zones and/or other relevant subdivisions of the area. The projected distributions onto the roadway system must be included; and The daily, A.M, peak hour and P.M. peak hour trip generation is summarized in Table 21.1. 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. Table 21.1. Trip Generation Summary Land Use Dev. Daily A.M. Peak Hour P.M. Peak Hour Units In Out Total In Out Total Single-Family Detached 626 5,991 118 352 470 404 228 632 Housinq (Low Density) Condomin iumsfT own homes 222 1,301 17 81 98 81 40 121 lIMed. Density) . iApartments 17 127 IrHiQh Density) 204 1,353 87 104 86 41 - Total 8,645 152 520 672 571 309 880 c) Analysis of imp acts of the traffic generated by the AUAR area on the roadway system, including: comparison of peak period total flows to capacities and analysis of Levels of Service and delay times at critical points (if any); The trip generation values shown in Table 21.1 were assigned to the roadway network and potential impacts of these volumes were analyzed. Level of Service analysis and delay times are given in Appendix E. Critical intersections that are located outside the AUAR area, but that will be affected by AUAR area and background traffic growth, include the intersections of: (1) College Avenue N. and Minnesota Street, (2) County Road 138 and 28th Avenue, and (3) CSAH 75 and 4th Avenue. Traffic forecasts were computed for the AUAR area development with two roadway networks: (1) the existing roadway network with Jade Road realigned and extended to the northeast corner of the AUAR area, and (2) the existing roadway network with Jade Road realigned and extended north of the site to connect with 12th Avenue, providing a 12th Avenue/Jade Road extension and a connection between County Road 121 and CSAH 75. With the projected traffic assignment volumes, intersection capacity analyses were conducted to assess the impacts of AUAR area traffic on the surrounding external roadway system. d) A discussion of structural and non-structural improvements and traffic management measures that are proposed to mitigate problems. e Page 30 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21,2004 One intersection in the project vicinity currently experiences significant peak period delays. This occurs · at the stop sign-controlled intersection of CSAH 75 and 4th A venue. The high traffic volumes during peak periods create infrequent gaps for traffic entering CSAH 75 from 4th Avenue. This intersection will require the installation of a traffic signal or median closure to mitigate this situation, with or without the development of the AUAR area. Development of the AUAR area will require that either a traffic signal be installed at the intersection of College Avenue N. and Minnesota Street (about 1.2 miles north of the site), or the 12th Avenue/Jade Road extension be constructed to maintain an acceptable Level of Service at the College Avenue/Minnesota Street intersection. The installation of a traffic signal at College A venue and Minnesota Street will improve traffic operations at this intersection more than the potential 12th Avenue/Jade Road extension. The full development peak hour Level of Service will be "B" or better if a traffic signal is installed. The 12th Avenue/Jade Road extension would only improve intersection Level of Service to the "D" level. The 12th A venue/Jade Road extension would have a small positive effect on traffic operations at many intersections near the AUAR area. The only intersection in the project vicinity that improves from an unacceptable to acceptable Level of Service ("E" to "D") under full development is College Avenue N. and Minnesota Street. The 12th Avenue/Jade Road extension is not required at other intersections in the project vicinity to maintain acceptable Levels of Service. Without the 12th Avenue/Jade Road extension, another possible mitigation for College Avenue and Minnesota Street would be to provide a southbound right turn lane during peak periods. This could be achieved by banning on-street parking during those periods. · Two lane roadways on County Road 121 and Jade Road with turn lanes at crossing intersections will be adequate to service the project development area. All access points will operate at acceptable Levels of Service during peak periods after full development of the AUAR area with stop sign control on the side streets. Stop sign control of Jade Road at County Road 121 will adequately serve the forecasted traffic after full development ofthe AUAR area. CR 138 will be rebuilt by Stearns County to Rural County Road standards during 2004. It will be constructed as a two-lane roadway with turn lanes at crossing intersections. The existing alignment of the road will be moved southward on the east end as the road approaches 28th A venue. This will provide more separation between CSAH 75 and CR 138 than exists today, and the increased separation will adequately serve development considered in this AUAR. East/west stop sign control of the intersection ofCR 138 and 28th Avenue may not be adequate when all ofthe planned developments in the area are completed. An all-way stop sign at this intersection would result in an acceptable level of service without changes in roadway geometry. Traffic - Mitigation Plan Responsible Parties: City of St. Joseph, Steams County, St. Cloud Area Planning Organization Agencies Involved: City of S1. Joseph, Steams County, S1. Cloud Area Planning Organization Implementation Program: S1. Cloud APO Transportation Plan, City and County Capital Improvement Programs · Implementation Timeframe: 2004 - 2013 Westwood Professional Services, Inc. Page 31 Final Arcon St. Joseph AUAR June 21, 2004 Development of the AUAR area will require that either a traffic signal be installed at the intersection of College Avenue N. and Minnesota Street (about 1.2 miles north of the site), or the 12th Avenue/Jade · Road extension be constructed to maintain an acceptable Level of Service at the College Avenue/Minnesota Street intersection, The installation of a traffic signal at College A venue and Minnesota Street will improve traffic operations at this intersection more than the potential 12th Avenue/Jade Road extension. The full development peak hour Level of Service will be "B" or better if a traffic signal is installed. The 12th A venue/Jade Road extension would only improve intersection Level of Service to the "D" level. The 12th Avenue/Jade Road extension would have a small positive effect on traffic operations at many intersections near the AUAR area. The only intersection in the project vicinity that improves from an unacceptable to acceptable Level of Service ("E" to "D") under full development is College Avenue N. and Minnesota Street. The 12th Avenue/Jade Road extension is not required at other intersections in the project vicinity to maintain acceptable Levels of Service. Without the 12th Avenue/Jade Road extension, another possible mitigation for College Avenue and Minnesota Street would be to provide a southbound right turn lane during peak periods. This could be achieved by banning on-street parking during those periods. Two lane roadways on County Road 121 and Jade Road with turn lanes at crossing intersections will be adequate to service the project development area. All access points will operate at acceptable Levels of Service during peak periods after full development of the AUAR area with stop sign control on the side streets, 22. Vehicle-Related Air Emissions · Estimate the effect of the project's traffic generation on air quality, including carbon monoxide levels, Discuss the effect of traffic improvements or other mitigation measures on air quality impacts. Note: If the project involves 500 or more parking spaces, consult "EA WIA UAR Guidelines" about whether a detailed air quality analysis is needed. The increase in traffic will generate a corresponding small increase in carbon monoxide levels and other vehicle-related air emissions. With implementation of the traffic mitigation measures (see Item 21), the regional transportation network is expected to operate with acceptable Levels of Service. The relatively dispersed directional and temporal traffic distribution that results from residential development of the A 1 JAR HreH i!; not expected to !;lIn!;tRntialL)'Jncrease vehicleïelatec1 Hir emissions Baseline air qllality monitoring and predictive air quality modeling have not been scheduled at this time, and no measures to mitigate air quality impacts have been considered. The AUAR development is expected to have only minor effects on air quality. 23. Stationary Source Air Emissions Describe the type, sources, quantities and compositions of any emissions from stationary sources of air emissions such as boilers, exhaust stacks orfugitive dust sources. Include any hazardous air pollutants (consult EAWIAUAR Guidelinesfor a listing) and any greenhouse gases (such as carbon dioxide, methane nitrous oxide) and ozone-depleting chemicals (chlorofluorocarbons, hydro fluorocarbons, per fluorocarbons, or sulfur hexafluoride). Also describe any proposed pollution prevention techniques and proposed air pollution control devices. Describe the impacts on air quality. EQB guidelines indicate item 23 is not applicable to an AUAR. Any stationary air emission source large enough to merit enviromnental review requires an individual review. The project will not generate · significant stationary source air emissions such as hazardous air pollutants or greenhouse gases. Page 32 West:Nood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 24. Odors, Noise and Dust · ""' Will the project generate odors, noise or dust during construction or during operation? IØYes 0 No If yes, describe the sources, characteristics, duration, quantities or intensity and any proposed measures to mitigate adverse impacts. 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 in item 23 instead ofhere). Development of the AUAR area is not expected to generate odors, noise or dust in excess of levels typical of suburban residential development during construction and operation. Dust and Odors Dust will be generated during grading and construction of the AUAR development. Upon completion of construction, disturbed areas will either be paved or vegetated in accordance with approved site and landscaping plans. The development is not expected to generate dusty conditions after construction. Therefore, it is not anticipated that fugitive dust will be generated in objectionable quantities, and it is not anticipated that construction or operation of the AUAR development will generate significant odors. Noise The increased traffic is expected to generate a cOITesponding increase in noise levels near primary roadways. Based on the projected traffic numbers provided under Item 21, the increased traffic noise is expected to be perceptible during the peak hours of traffic, but this short-tenn noise increase is not expected to be substantial or interfere with residential or outdoor activities. Highway traffic noise changes with the number, type, and speed of vehicles and is never constant. The short time period of · perceptible traffic noise increase is expected to limit the potential for increased noise to affect outdoor activities. Minnesota Rules Chapter 7030 provides the Minnesota standards for noise. These standards describe the limiting levels of sound established on the basis of present knowledge for the preservation of health and welfare. These standards are designed to be consistent with sleep, speech, annoyance, and hearing conservation requirements for receptors within areas grouped according to land use activities. The Minnesota standards are listed in Table 24.1. Table 24.1. Minnesota Noise Standards (dBA) e ~ Land Use 7:00 AM to 10:00 PM 10:00 PM to 7:00 AM L10 Lso L10 Lso Residential 65 60 55 50 Commercial 70 65 70 65 Industrial 80 75 80 75 LIO means the sound level that is exceeded for 10 percent of the time for a one-hour period. Lso means the sound level that is exceeded 50 percent of the time for a one-hour period. Sound levels are expressed in dBA. A dBA is a unit of sound level expressed in decibels and weighted for the purpose of detennining the human response to sound. Minnesota Statutes, Section 116.07, Subd. 2a, exempts noise from local and county roads from the requirements of these noise rules unless full control of access to the road has been acquired. While the · above statute exempts the noise from the roads near this site from the Minnesota rules, the daytime standard does provide a basis for judging whether an area is appropriate for outdoor residential activities. Westwood Professional Services, Inc. Page 33 Final Arcon St. Joseph AUAR June 21, 2004 Traffic noise that exceeds Minnesota daytime noise standards can interfere with outdoor activities along free-flowing sections of roadways. Noise levels are typically substantially less near controlled · intersections due to the decreased traffic speed. Intervening structures (buildings or barriers) reduce noise levels and the corresponding width of the noise impact zone. Minnesota nighttime standards are in effect from 10:00 pm to 7:00 am. The nighttime standards are based on interference with sleep in a bedroom with a partially open window. Normally, the peak nighttime noise impact occurs from 6:00 a.m. to 7:00 a.m. during the first part of rush hour. As with the daytime standards, most City and County roadways are exempt from these standards. For modern residential buildings with year-round climate control (i.e., typically no open windows), the nighttime standards are the same as the daytime standards. The level of traffic noise depends on the: (1) volume of traffic, (2) speed of the traffic, and (3) number of trucks in the flow of traffic. It takes 2,000 vehicles per hour to create noise levels that sound twice as loud as 200 vehicles per hour, and traffic moving 65 mph (miles per hour) sounds twice as loud as traffic traveling 30 mph, It is important to consider the human perception and response to noise when assessing effects of noise. Noise level changes of3 dBA or less are generally considered imperceptible. An increase of 10 dBA is considered to be a doubling of the perceived loudness, and a "substantial" noise increase is often defmed as an increase of more than 10 dBA (Highway Traffic Noise Analysis and Abatement Policy and Guidance, Federal Highway Administration, June 1995). Based on the projected increase in traffic volume, development of the AUAR area is not expected to result in substantial increases in traffic noise levels. Traffic noise usually is not considered a serious problem for people who live more than 500 feet from · heavily traveled freeways añ.d more than 100 or 200 feet from lightly traveled roads (Federal Highway Administration, www.fhwa.dot.gov/environmentlhtnoise.htm). Noise level decreases by about six dBA each time the distance between the noise source and the receptor doubles. It is anticipated that noise levels will increase locally during construction of the development. The noise levels on and adjacent to the site will vary considerably depending on the number of pieces of equipment operating simultaneously, the percent of time in operation, and the distance from the equipment to the receptors. It is anticipated that most construction activities will occur between 7:00 am and 7:00 pm and that a number of machines could potentially be operating simultaneously. Noise generation estimates for various types of equipment that may be used on the site are given in the following table. Table 24.2. Typical Construction Equipment Noise Levels Machine Type Manufacturer Model Noise Level Noise Level Noise Level (dBA) at 200' (dBA) at 400' (dBA) at 800' Crane 1 American 7260 70 64 58 Crane 1 American 5299 58 52 46 Backhoe 1 Link Belt 4000 80 74 68 Backhoe 1 John Deere 609A 73 67 61 Front Loader 1 Caterpillar 980 72 66 60 Front Loader 1 Caterpillar 966 69 63 57 Scraper 1 Caterpillar 660 80 74 68 Scraper 1 Caterpillar 641B 73 67 61 Truck 2 Unspecified Unknown 79 73 67 Jack Hammer 2 Unspecified Unknown 76 70 64 · 1 Data originated from a Federal Highway Administration study published in 1973. 2 Data originated from the Traffic Noise and Vibration Manual, Illinois Department of Transportation, 1977. Page 34 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 · Land uses adjacent to the AUAR area include agricultural and large lot residential. The most sensitive noise receptors are the residential homes located northwest and east of the site. If noise levels become objectionable, consideration will be given to limiting the daily duration of certain construction activities to 7:00 am and 7:00 pm to help minimize effects of noise. The effects of construction noise are usually not considered serious (Highway Traffic Noise Analysis and Abatement Policy and Guidance, Federal Highway Administration, June 1995). Odors, Noise and Dust - Mitigation Plan Responsible Parties: City of St. Joseph, Developers, Construction Contractors Agencies Involved: City of St. Joseph, Minnesota Pollution Control Agency Implementation Program: State Noise Standards Implementation Timeframe: 2004 - 2013 No mitigation measures have been considered for odors. Consideration will be given to suppression of fugitive dust by applying water to grading areas and haul roads during dry, dusty construction conditions to minimize dust emissions. Additional dust control measures may include minimizing the area of open grading and phasing development ofthe AUAR area. Although development of the AUAR area is expected to result in increased noise associated with site- generated traffic, the increased traffic noise is not expected to be substantial or interfere with outdoor activities. The Development Plan (see Exhibit 3) shows that much of the land use along County Road 121 is expected to be high and medium density residential. These land uses will help buffer the single- family residential areas from potential objectionable effects of increased traffic noise. Although vegetation is not as effective as topography or structural noise barriers in reducing noise levels, vegetation · can create a visual barrier and a psychological buffer between noise receptors and noise sources. Short-term increases in local noise levels are expected during project construction. Consideration will be given to limiting construction activities to the hours betWeen 7:00 am and 7:00 pm. The limited hours of construction and the distance from most the AUAR area to sensitive noise receptors is expected to mitigate adverse effects of construction noise. 25. Nearby Resources Are any of the following resources on or in proximity to the site? Archeological, historical, or architectural resources? g¡yes aN 0 For an AUAR, contact with the State Historic Preservation Office is required to determine whether there are areas of potential impacts to these resources. If any exist, an appropriate site survey of high probability areas is needed to address the issue in more detail. The mitigation plan must include mitigation for any impacts identified A cultural review was requested from the State Historic Preservation Office (SHPO) in advance of AUAR publication to expedite the review process. The AUAR area was assigned SHPO Number 2003-1426. The SHPO recommended that an archaeological resource survey be carried out for the AUAR area because a recorded archeological site was mapped on the site and SHPO believed there might be more unrecorded sites on the property. In response to this request, Archaeological Research Services conducted an archeological review of the property. · The survey was conducted in June 2003 by identifying areas that had archeological potential and conducting field inspections of these areas at three-to-five-meter intervals. The majority ofthese areas were along the Sauk River and were in cropped fields with good visibility. The farming activity in these Westwood Professional Services, Inc. Page 35 Final Arcon St. Joseph AUAR June 21,2004 areas has disturbed the soils sufficiently so that any archeological remains should have been brought to the surface. Other areas investigated were on the hills in the western portion of the property. Erosion · gullies, uprooted trees, and animal burrow spoil piles were investigated in the areas where agriculture had not previously disturbed the soil. Any areas where artifacts were noted were further examined with shovel probes, The onsite review identified the existing recorded site (Site 21 SN 32-Bechtold Site) on the bank of the Sauk River and identified an additional site (Site 21 SN l48-Sauk River Crossing) also on the bank of the river approximately 1,600 feet downstream from the first one. The recorded site was expanded to include a stretch of the Sauk River bank approximately 2,000 feet long. The 2003 findings agreed with the original 1972 site fmdings that "insufficient data would be recovered if salvage was carried out." Items found include chipping debris, fire cracked grindstone fragments, modified quartz flakes, and the base of an unfinished projectile point. The items were scattered evenly throughout the site and indicate that the deposit has been seriously disturbed and dispersed by agricultural machinery. The second site is a previously unrecorded site located downstream from the first site. Items found at this site include mostly chipped lithics of white quartz, indicating some early stages of lithic reduction were an activity at this site. The items at this site were somewhat more patterned, and found at higher densities in the northwestern, southeastern and central portions of the site. Soil profiles taken at 65-foot intervals reveal the same mixing of plowed topsoil and gravelly sub-soil as the Bechtold site, indicating the Sauk River Crossing site isjust as impacted as the Bechtold site. The effects of agricultural practices on both sites have disturbed and dispersed the deposits. As a result, the sites do not meet National Registry criteria. Both ofthese sites are located in the floodway of the Sauk River and outside of areas where mass grading will be necessary. Two farmsteads were also investigated to assess the potential for historic buildings on the site. The Bechtold farmstead, which is adjacent to the AUAR area, and the Heim farmstead, which is in the AUAR · study area, were investigated. None of the buildings on the farmsteads appear to meet National Register eligibility criteria. Older buildings on both farmsteads are abandoned, dilapidated, and adjacent to modem buildings. Archaeological Research Services concluded in their report dated August 2003 that there were no significant archeological sites on the AUAR property, and no significant historical buildings on or adjacent to the AUAR area. SHPO reviewed the report submitted by Archaeological Research Services and agreed with their conclusions that there is no significant archeological resources on the property in a letter dated September 8, 2003 and agreed there are no significant historical buildings onsite in a letter dated September 26,2003. Correspondence from SHPO is included in Appendix F. The report submitted by Archaeological Research Services was completed to satisfy Federal Section 106 review and SHPO has indicated the report will be reviewed for Section 106 certification if a federal agency requests Section 106 certification. Prime or uniquefarmlands? /if Yes DNo. The extent of conversion of existing farmlands anticipated in the A UAR should be described If any farmland will be preserved by sp ecial protection programs, this should be discussed. According to the USDAlNRCS Prime Farmland list for Steams County, Minnesota (1995), three soils occurring on the site are categorized as prime farmland. The three soils are Alstad sandy loam, 1-4% slopes, Cushing sandy loam, 2-8% slopes and Darfur coarse sandy loam. Darfur coarse sandy loam is considered prime farmland only when drained. Of the 42.1 acres ofDarfur course sandy loam, approximately 32 acres are located outside of delineated wetlands, could be considered prime farmland, · and will be converted to non-agricultural uses when the AUAR area develops. Page 36 Westwood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 Alstad sandy loam, 1-4% slopes and Cushing sandy loam, 2-8% slopes cover a total of 30.5 acres within · the AUAR area. These soils are located in the oak woods and wetlands in the northwest portion of the property and are not currently farmed. Because these soils are located outside of farmed fields, development of the AUAR area will not covert these soils from farmland to non-farmland. The AUAR area includes a total of 72.9 acres of prime farmland. The S1. Cloud Master Plan indicates that Stearns County contains 444,133 acres of Prime Farmland. The 72.9 acres of prime farmland in the AUAR area represents 0.02 percent ofthe prime farmland in Stearns County, and consequently the loss of prime farmland is considered negligible. Designated parks, recreation areas, or trails? a Yes IØNo. If development of the A UAR will interfere or change the use of any existing such resource, this should be described in the A UAR The RGU may also want to discuss under this item any proposed parks, recreation areas, or trails to be developed in conjunction with development of the AUAR area. Currently, there are no designated parks or recreation areas within the AUAR area. Development of the AUAR area could add roughly 50 acres of new parkland to the City of S1. Joseph and's Stearns County park systems. However, development of the AUAR area will not impact any existing parks, trails or recreation areas. Scenic views and vistas? 0 Yes IØNo. Any impacts on such resources present in the AUAR should be addressed. This would include both direct physical impacts and impacts on visual quality or integrity. "EA W Guidelines" contains a list of possible scenic resources (page 20). · There are no prominent scenic views or vistas in the AUAR area. Other unique resources? 0 Yes IØNo There are no other unique resources in the AUAR area that are not discussed in other items of this AUAR (e.g., wetlands). Note: If any items are answered Yes, describe the resource and identify any impacts on the resource due to the project. Describe any measures to be taken to minimize or avoid adverse impacts. Nearby Resources - Mitigation Plan Responsible Parties: Project Proposers and Developers Agencies Involved: Minnesota Historical Society, State Historic Preservation Office Implementation Program: Section 106 of National Historic Preservation Act Implementation Timeframe: 2004 - 2013 The project proposer has coordinated with SHPO, and SHPO reached a determination that no significant cultural resources exist in the AUAR area. Development of the AUAR area will comply with applicable requirements of Section 106 of the National Historic Preservation Act, and related requirements of Federal agencies such as the U.S. Anny Corps of Engineers and the Federal Emergency Management Agency. Because the site is guided for residential development, no alternatives to conversion of prime farmland · are readily identifiable and no mitigation is proposed. Currently, there are no plans for participation in farmland protection programs. Westwood Professional Services, Inc. Page 37 Final Arcon St. Joseph AUAR June 21,2004 There are no scenic views or vistas currently afforded at the AUAR area. The views of the cropland on and near the site are pleasantly bucolic, but not locally uncommon or unaltered enough to warrant their . preservation, 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? DYes IØNo. If yes, explain. The construction and land use conversion associated with development of the AUAR is not expected to create adverse visual impacts during or after construction. The visual environment of the AUAR area will be altered as development increases. There will be an increase in ambient light levels, but because the AUAR area is situated between St. Joseph and Interstate 94, the light increase will not be geographically out of place and will not substantially affect the surrounding environment. The AUAR area is not in or near a wilderness area, and thus development will not adversely affect pristine or sensitive ecosystems. 27. Compatibility with Plans and Land Use Regulations Is the project subject to an adopted local comprehensive plan, land use plan or regulation, or any other applicable land use, water, or resource management plan of a local, regional, state, or federal agency? IØYes DNo If yes, describe the plan, discuss the compatibility with the project and explain how any conflicts will be resolved. If no, explain. The A UAR must include a statement of certification from the RGU that its comprehensive plan complies with the requirements set out in 4410.3610, subpart 1. The AUAR should discuss the proposed AUAR area development in the context of the comprehensive plan. If this has not been done as a part of the responses to . items 6, 9, 19,22 and others, it must be addressed here; a brief synopsis should be presented here if the material has been presented in detail elsewhere in the AUAR Necessary amendments to comprehensive plan elements to allow for any of the development scenarios should be noted. If there are any management plans of any other local, state, or federal agencies applicable the AUAR area, the document must discuss the compatibility of the plan with the various development scenarios studied, with emphasis on any incompatible elements. Development of the AUAR area is consistent with applicable land use, water, and resource management plans. The City of St. Joseph Comprehensive Plan (2002) guides the AUAR area for residential development. The AUAR area is located in District 14, and the City of St. Joseph Comprehensive Plan recommends District 14 for residential development with single family and/or mixed-density residential developments. Development of the AUAR area is consistent with the City of St. Joseph Comprehensive Plan for full development of the southern portion of the City and Township. The 2000 St. Cloud Area Master Plan's population projections is a technical memorandum that outlines development of sewer and wastewater treatment plant capacity for anticipated growth in St. Joseph of the magnitude assumed in this AUAR. Development of the AUAR area is also consistent with the St. Cloud APO Transportation Plan for the St. Cloud Metropolitan Area (updated in 1998) and other studies that have anticipated population and employment growth, land use designations, and other factors to calculate future trip generation. The St. Cloud APO Transportation Plan identifies the potential 12th Avenue/Jade Road extension between County Road 121 and CSAH 75 as "an expansion need." In 2002, infrastructure extension to the AUAR area was realized with the extension of water main and . trunk sewer line to the northwest comer of the AUAR area as a part of reconstruction of a portion of Page 38 WesMood Professional Services, Inc. Final Arcon St. Joseph AUAR June 21, 2004 County Road 121. The construction of a lift station capable of conveying wastewater from the AUAR . area into the City of St. Joseph's sanitary sewer system was also completed in 2002. Current land use in the AUAR area is agricultural. The property currently includes a farmstead and a single-family home (see Exhibits 4 and 5). Although most adjoining land is used for agricultural crop production and scattered farmsteads, additional adjoining land uses include scattered large lot single family homes not serviced by city water or sewer. Development of the AUAR area to mixed-density residential use is compatible with surrounding and nearby land uses. The AUAR area is a logical area for the next stage of growth on the southern fringe of St. Joseph. Development of the AUAR area to residential use served by a minor arterial roadway, local streets, and municipal sewer and water is consistent with applicable regional and local land use and infrastructure plans. Consequently, no land use conflicts are anticipated. 28. Impact on Infrastructure and Public Services Will new or expanded utilities, roads, other infrastructure or public services be required to serve the project? IØYes ONo If yes, describe the new or additional irifrastructure or services needed (Note: Any infrastructure that is a "connected action" with respect to the project must be assessed in this AUAR; see "EAW/AUAR Guidelines "for details.) This item shouldfirst summarize information on physical infrastructure presented under items (such as 6, 18, 19 and 22). Other major infrastructure or public services not covered under other items should be discussed as well-this includes major social services such as schools, police and fire. As noted above, and in the "EA W Guidelines ", the RGU must be careful to include projec t-associated infrastructure as an explicit part of the AUAR review ifit is to be exemptfrom project-specific review in the future. . New infrastructure needs, such as roads and expanded utilities, have been discussed in previous items throughout this AUAR. Expanded public services will become necessary as development occurs. The development will increase the number of children in St. Joseph schools and the number of homes, structures, and vehicles that will require protection by police and fIre departments. The cost of these public services will be offset by the increase in property taxes associated with the new residential development. Although the anticipated development and population increases represent a substantial change from current levels, the AUAR area will develop in a manner consistent with regional and local plans and predicted public utility service expansions. Thus, the necessary increase in infrastructure and public services is generally expected. 29. Impacts Minnesota Rule part 4410.1700, subpart 7, item B requires the RGU to consider the "cumulative potential effects of related or anticipatedfuture projects" when determining the needfor an environmental impact statement. Identify any past, present or reasonably foreseeable future projects that may interact with the project described in this AUAR in such a way as to cause cumulative impacts. Describe the nature of the cumulative impacts and summarize any other available information relevant to determining whether there is potentialfor significant environmental effects due to cumulative impacts (or discuss each cumulative impact under appropriate item(s) elsewhere in this form). EQB guidelines indicate that no response to this item is required because the entire AUAR process deals with cumulative impacts from related developments within the AUAR area. 30. Other Potential Environmental Impacts . If the project may cause any adverse environmental impacts not addressed by items 1 to 29, identify and discuss them here, along with any proposed mitigation. Westwood Professional Services, Inc. Page 39 Final Arcon St. Joseph AUAR June 21, 2004 There are no other adverse environmental impacts anticipated to result from development of the . AUAR area that have not been previously discussed in Items 1 through 29. . . Page 40 Westwood Professional Services, Inc. c Final Arcon St. Joseph AUAR June 21, 2004 · 31. SUMMARY OF ISSUES aJ Describe and provide a map of the existing and proposed roadway system, including state, regional, and local roads to be affected by the development of the AUAR area. Include existing and proposed roadway capacities and existing and projected background traffic volumes. List any impacts and issues identified above that may require further investigation before the project is commenced. Discuss any alternatives or mitigative measures that have been or may be consideredfor these impacts and issues, including those that have been or may be ordered as permit conditions. Emphasize potentially significant impacts, the differences in impacts between major development scenarios and the ' proposed mitigation. Substantial mitigation measures are discussed throughout this document. Please refer to the text under the appropriate Item for details. Mitigation measures are briefly listed in the following table. Table 31.1. Summary of Mitigation Measures Item Title Miti ation Measures Fish, Wildlife, and Preservation of wetland and small areas of woodland and 11. Ecologically Sensitive grassland, landscape plantings. Resources 12. Physical Impacts on Water Compliance with the Minnesota Wetland Conservation Act and Resources the Federal Clean Water Act. Sealing and abandonment of wells; Compliance with DNR 13. Water Use Water Appropriation Permit requirements and Minnesota De artment of Health re ulations. · BMP implementation; Compliance with NPDES General Permit 16. Erosion and Sedimentation requirements; Federal Emergency Management Agency FEMA Letter of Ma Revision LOMR for flood frin e. - Consistency with St. Joseph Surface (Storm) Water - 17. Water Quality: Surface Management Ordinance for water quality treatment and runoff Water Runoff rate control. 19. Geologic Hazards and Soil Compliance with applicable rules and regulations; Reporting of Conditions contamination if found durin develo ment. Signal installation at Minnesota Street and College Avenue; 21. Traffic Turn lane installation where needed; Potential 1 ih Avenue/Jade Road extension. Suppression of dust with water; Limits on the daily duration of ust construction activity; Site design that limits noise impacts and sensitivit . 25. Nearby Resources Coordination with SHPO for Section 106 certification if re uested b U.S. Arm Cor s of En ineers or FEMA. RGU CERTIFICATION EQB guidelines indicate that no certifications are necessary in an AUAR document. The Environmental Assessment Worksheet was prepared by the staff of the Environmental Quality Board at Minnesota Planning. For additional information, worksheets or for EAWIAUAR Guidelines, contact: Environmental Quality Board, 658 Cedar Street, S1. Paul, MN 55155, (651) 296-8253, orwww.mnolan.state.mn.us · Westwood Professional Services, Inc. Page 41 . I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION Foxmore Hollow - Preliminary Plat DATE: July 1, 2004 Administration ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Foxmore Hollow - Preliminary Plat PREVIOUS ACTION The Planning Commission has reviewed the preliminary plat and recommended approval contingent upon the approval of the City Engineer and City Attorney. . RECOMMENDED COUNCrr. ACTION FISCAL IMP ACT COMMENTS/RECOMMENDATIONS Joe Bettendorf and Tracy Ekola will be reviewing the plat over the next couple of days and will make a report at the Council meeting. . 60 10th Avenue South Waite Park. MN 56387 Telephone (320) 259-8888 Fax (320) 259-9010 -"ét'~)i~;;;\~trri'c, ~~~!Jiifß" ,.-,-.-_.,.,' June 24, 2004 SEH, Inc. A TfjV : Tracy Ekola, P.E. ~,. Y 1200 25th Avenue South J V()' P.O. Box 1717 S1. Cloud,:MN 56302-1717 Re: Foxmore Hollow S1. Joseph, Minnesota Dear Tracy: I am writing to address your engineering review comment letter dated March 19~ 2004 regarding the above mention project. The following information addresses each comment: . General 1. 'fhis is an ongoing issue that is being worked on by the City but should not affect this plat consideration. 2. Consideration has been given regarding 295th Streets upgrade and maintenance. Once again, this streets future is an ongoing issue that is being worked on by the City but should not affect this plat consideration. The drainage plan does accommodate 29Sth Street drainage. 3. Stearns County has reviewed the plans and hydrology. I have made the hydrology change that they requested which does not affect the pond location or basic design. The Pond does not encroach onto CSAH 121. Vehicle access to the pond is provided. 3. The plat and plans had been submitted on March 24, 2004 to all three agencies. The Stearns County Highw~y Dept. asked for a minor revision as discussed above. 4. Since 295th Street is a rural section with ditches, the standard 5' grass boulevard between the sidewalk and roadway configuration is not possible. Widening 29Sth Street to accommodate bike and pedestrian traffic would work best. It~º~/....·................... IjfJ.¡Jl)'SJ.!FJflPJ.(Q~ . Streets . 5. Noted. 6. Noted. 7. Typical roadway section revised as requested (previously submitted). 8. Noted. Sanitary Sewer 9. Wyes for future will be provided (previously submitted). 10. Sanitary Sewer depth is maintained to accommodate maximum future development (previously submitted). 11. Easement has been widened along 295th Street (previously submitted). Ihave included the revised Hydrology Report with changes as requested by the Steams County Highway Department. I have also included a pond change as discussed. Please call if you have any questions. Thank you. Sincerely, .~#~ . -"~-"-~"-"""'':'-~- Thöillas J. Herkenhofl: P.E. [1"' , S- '1- , ,TQ[', JVOY , v' J . --- 0> " ö> 'v' -- 1088 _/ ----- x .-> <8> ~ ~1 ~ ~ , - o£> ,/'; 108'P< <J Xï - .->'-> , 0 0 z-f ~ Ö>co .\>'<() \ ~ -~» I '<9/1 /I ../" - ' Lfð~ ..... ..... =i»~ -- 00 ~ø ~~ t1'~ fT1 N?' !f.'.1 1d-a6» - 1 ) ~ g e ...... :;:0 ~.-.."._~ ID fT1 ~ ~ 2 ¡ -f -------- .-> - .-> 1Ò'1,9' \ t ..... v o ~ m 0 ..... v Z Jx ~ < .->..... - :;v ..... II ~ 0 2 ~ o ..... .-> ~ < ...., --..J 0 / '.-> 0 /I <:.? --..J ..... - ~ 0 r '/ m r" o -..,¡" r~ o 0 .¡ X 0 .-> <6> .-> "'- "'D I 2/-0 -- - .-> - ~~~~ '8:1 0/1/10 .......... 'J CDoo 5' .-> Omm (J C5> ~ ::jGJO .\>' V' . . '.->../'" -::.. ° .þ. 0 ..Jð' (]I ~ :;:00 o II X:'.·~" .~ ~ _ ..... ~). ..> .? ~ Ij} Q 'Ó -.... ¿..'~ ,.> CP . '~\\ '<9 .\>'.\>' 0 ç!\ .-> '.->'C5> 0 c: . :3 . ¡':'. . :": ¡--.j C, . ¡ :?: ¡ .-> 6' ..... N ~::;:;NfT1fTl ......... 0 r:;: ;u CD..... - fTl fTl o ;U-fX<;U "'D õ~~'/lø 0 . "'D -.....fTl fTlX02 ,,:-"mo ""U1GJ-< . ø -(;¡o fTlOO< rrø~ro~ r or ~CD fTl . -f gj 11111111°" ø fTlGJ ~ rØ~r fT1 " X r O»cO~ 2 0-. :j;u 0 ~;uro» 0 (I) 0) r=¡j ~ fTl»r^~ .. ~ 0 fT1~ ~gCDgO -no » -f C v O~(j) -f "'DrfTl _ ~g~ Z ="'717 _. Extract of the March 22, 2004 Planning Commission Meeting Foxmore Hollow - Preliminary Plat Preliminary Plat - Foxmore Hollow: Utsch stated the Planning Commission must also consider the . Preliminary Plat for Foxmore Hollow. The City has received the required submittals which include the following comments: · Foxmore Hollow requires the use of 295th Street. Ideally, it would be upgraded with water, sewer, streets curb and gutter. 295th will serve as the only ingress/egress for the proposed development. Therefore, if the street is not upgraded at this time, the development will be constructed using a substandard road that will need to be re-built due to the increased traffìc. It is anticipated that the proposed development will double the traffic on 295th Street. · 295th Avenue is not constructed to City standards and is paved a width of 18' without shoulders. A typical City is street is 36 feet wide with shoulders, Consideration should be given to upgrading 295th Street and adding water and sewer. · If 295th Street is not upgraded, the City will have to deal with a % street as the south side of the street is in St. Joseph Township, While the City and Township have an agreement for snow removal, an additional agreement would be needed for the maintenance of the road. · There is a cost savings to reconstructing 295!h Street while Foxmore Hollow is being developed. The developers will be required to pay their fair share portion and will have the ability to spread the costs over the entire development. If the improvements are done at a later time, then only those properties abutting 295th would be assessed. · If the project is not completed in 2004 or 2005, the City will have the ability to do so in 2008. However, the overall costs will be higher not only due to inflation, but the utilities will be extended outside the road sections adding an additional cost. . Drainage needs to be reviewed by the Stearns County Engineer and any holding ponds should · be platted as an outlot with vehicular access. · Consideration should be given as to whether or not sidewalk will be required on the north side of 295!h Street and if so, will the cost be borne by the Developer? Utsch questioned why there are existing buildings illustrated on the proposed plat. Herges responded that the property is being purchased from Leonard Walz and he will be retaining four lots, two of which have existing homes. One of the homes will be demolished and the other will be remodeled. The Planning Commission concurred that any buildings remaining must meet current setback requirements. In addition, any debris must be removed and driveway access to the existing homes must be brought into compliance with the Zoning Ordinance. Richard Kuebelbeck questioned the location of the main gas line and if the easement has been included in the proposed plat. Herges stated that he will double check the location of the easement and revise the plat if needed. Deutz made a motion to recommend the Council accept the Preliminary Plat for the R1 portion of Foxmore Hollow contingent upon the following: 1. Approval of the City Engineer and City Attorney 2. The lots retained by the current property owner whereby structures or portions of structures remain, must conform to all Zoning Requirements, including, but not limited to setback, outdoor storage and driveway regulations. The motion was seconded by Kalinowski. Ayes: Utsch, Kalinowski, Lesnick, Deutz, Loso . Nayes: Graeve Motion Carried 5:1:0 -~ . - ,- r:!?' ¡.C.I Joel ¿!:ID.. .L f:;,I,J. .:s;.ro-:l:::I,:-OO.1'::1 œ HERGE5 t"~\:IC. CJ:I ffl..r.t\;' .J....". ..:1; . ~,~ \:!- "'f ."' ~. . . APPLICATION FORPLANNI~G CON . DERATION CITY OF ST. JOSEPH 25 CollegeAvenueNW P. 0.. Box 668 ., St.Joseph, MN 58374 (320)363..7201 or Fax (320)383-0 . STATE Of MINNESOTA ) )ø COUNTY OF STEARNS) NAME: " fo}(. rOorQ.., ADDRESS: d- l#l W/&, tIe~, hereho¡lIIIIklllI'ø fo1Iowio(¡ 1IIIbIian1otHICily ~ II1d ~ComnúsciDn of \1Ift ~ ~1INe."~cilC!!ecIciftgIll8licåle1l!ÕnlllOlC~ IOIheit ~ ~): " 1. ÁpI/C8tion is heretlymødetor.- ~ muat check 1IYflaIl~ Items} V;œnII\g . _ Z1ring~nce~.· _ _ SUface Water M8nagement Plan (Grading Permit) _. PUD _ ""Uc'.._-OvmoI'a_ ¡/ ~Pion_ .' ,?fdm!l\ú"r~ p\cå) 2. lÐpa1 œ=tìption of land to bø affecíed by.íca;t'Jnclutiog acIÐQg9 or ~ ioo of land ìnvoIvad, ant\s\nlet addmst, it any: S V Q. [H+ {Î. C.k'\ t7 ' I . 3, Pœœnt zoning of 1h& à:IcMI cIeiscrii:Ied property is: J?-I ¡ 5. ~, filmS, ~I:ion& cr~her th8'I appI"Jœnt8l1d pI888nt ovmer.t1O m&\"f or';! desCribadllnô OI'prq::ID8ed~wlttin one yecafter iasuanœ of þ8Im1t &. Aba1Ied tothls ~ Md made a pattlhereoføeldditianal matertat dIIa reQUIrRm8fttI, . IIIcIIcIiecL Applicant Sipabøe: Date: ClImer SIgnature: D*: FOR OFACE USE ONLY :tESUØM\TTQ_ DA"fE COMI't.ETE: DAti OF PUBUC 1ÐRlIIIG_ FlJSl.ICATIONDATE: _ . eomr.iIs!IkIl\AcRan: _ Reø.x'lImllld~1 _ ReebrI.,...nd~ Da1& Action: ~1tIP.....1t 0MMIr notIf*t of PIInring Ca..~1 AcUan: CouneiIActIon: _ ~ _ ~ Dø!øcfAcVðn: ~ Ownernatified of City CI:IundI AtftaII: . SURVEYING AND ENGINEERING PROFESSIONALS, INC. l' 100 Second Avenue South, Suite 104 . Sauk Rapids, MN 56379 (320)-259-8888 fax: (320)-259-9010 Foxmore Hollow Foxmore Hollow is a 32 lot subdivision located in the City of St. Joseph. The project is presently located within the City limits, and the land is presently zone R-1. The developer is proposing to rezone lot 19 Block 2, to R-3, for Multiple Unit Housing. The developer is requesting a variance on the R-1lots from the 125 feet lots depth requirement, to 120 feet. The width of the lots are widened to meet the 11,000 square feet minimum lot size. . . - . ~ ~ L~ '\0 \~ \ \ \' I \,: . ¡\J)J.; ~..... · ~ SEH MEMORANDUM TO: Judy Weyrcns City of St. Joseph. .MN FROM: Tracy Ekola, PE Sr. Professional Bogineer DATE: March 19, 2004 RE: Foxmore Hollow St. J osepn7 Minnesota SEH No. A-STJOE 0401 14 The following are my review comments for Foxmore Hollow's Preliminary Plat: General 1) Consideration should be given to annexing Reichl's Hillside Estates and 295th street. A podon of 295th Street right-of-way is located within the Foxmore Hollow plat. Dedication of half str·;:ets is not allowed per the City's subdivision ordinance_ Furthermore, 295th street is the only ac¡;ess to Foxmore Honow. · 2) Consideration should also be give to upgrading 295th Street to meet City standards for street width (36-fcet), curb and gutter and extending utilities along 295th Street to west edge of pIaL Sanitary sewer and water ma.in should be ioea-lcd in roadway if improvements arc considered on 295th Street. Provide proper drainage to adjacent properties from the 295th Street improvcmc::nts. The drainage plan should accommodate 295th Street improvements and dr.ainage from adj aœnt property. 3) Pond location and discharge outlet sbaU be approved by Stearns County Highwa.y Depa.rtment. Pond grading encroaches on CSAH 121 right-of-way. Per the City's subdivision ordooance, the pond area should be platted as outlet. Vehicular access should be provided to tbe pond. 3) Plat should be submitltd to Stearns County Environmental Service Department (wetlands), Sank River Watershed District, and Stearns County Highway Deparnnent'for revie'W;- 4) Will sidewalk be considered along the north side· of 295m Street? Streets 5) Provide access to 295th Street at all times during construction. Provide temþorary bypass road from CSAH 121 to 295th Street if Donnal access ìs blocked during constnlction. 6) Modify existing driveway for Lot 7, Block 1. Eliminate the split driveway and island and TI~place with onè driveway to 295tb or Foxhollow Drive with a maximum width of I8-feet. An other lots shall ha.ve only one access on to Foxhollow Drive and no driveway access to 295th Street. · Shon Elliott Hendrickson Inc., 1200 25th Avenue South, P,O. Box 1717, S," Cloud. MN 56302-1717 SEH is an equal DPPDrtunity employer I www.6Ðhinc.eolYl I 320.229.4300 I 800_572.0617 I 320.229.4301 fax -.., .--..-. "--' - - .. Foxmore Hollow March 19, 2004 Page. 2 · ·7) Revise typical road section to provide 2ft;nch bituminous base instead of 1 V:z birominous base. 8) Streets shall be named in accordance with City standards. Sanitary Sewer 9) Provide wyes on sewer main on 29Sth Street for future services to existing homes located south of 295th Street. 10) Sanitary s~wer on 295th Street shall be designed to accommodate gravity flow from adja'=e~t properties and properties Jocated to the west along 295m Street and 103m Avenue. 11) If sanitary sewer is installed in the north boulevard of 29Slh Street, consider widening the easement to 25' wIde along the. entire length of the plat (along 295th Street.) C: Joe Bettendorf, SEH Dick Taufen, City of Sl. Joseph Jmw ",\>\>t.io>:\onn"lO"\m·,~ 031W4.<loo · - · .~: ~ ! q . .... S' '~I~ ø KáiGèt 01, is w % ~ ~ ~ ""~ " ,I. ... ~, '! j' ! ~ I , , N < ~ ~ < _ ~ ;¡ 0 . ,.. IIJI !.. _g'. J! b 20 V> w ~.. : œ 0 I ~ ~ :~b':¡:.o .,¡¡,~ ,;: F 0 ¡> 2f::¡~!:! ffi ffi¡1¡ ~ ~ . 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" . .... -(~~r--- ---~-",,~.::~h::----- J_- -- ß -~ I '" , '" o ~ o II) . . '~ ...; 1:: I~ .$ fI$ 1:: ,S ~ ~ "" ~ ;rt:Q e::¡Mtq -J:&gg r ,1:: tq M 9¡;'e¡;¡; L 6 L . ON 'H' . '¡; ;; Ef I LO ,,::-to N 'VS'J ~« ~m .f::;rf! iù r~:- NJ-m Ii¡ ~fS:g~ fX) en .- ,.... ':ì:- .S 2 g ~ ~ ) ~ ~ - - -£fL - LU . M~ 'Ó' . o<D ó,6 1? co~ () .. \ 1 _ 2 6 ' 1 0 .. $ 00-47'35" 2: R .. ~OO.OO 84.04 g L .. 9 1 . 3 0 ::ì I . I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION City Engineer 3 (a) DATE: July 1, 2004 Engineering Tracy Ekola. PE ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM 16th A venue Improvements, Advertisement for Bids PREVIOUS ACTION The City Council on June 17,2004 adopted a resolution ordering the improvements and authorizing the City Engineer to prepare the plans and specifications for the improvements for 16th A venue and the W obegon Park Improvements. . RECOMMENDED COUNCIL ACTION Adopt resolution 2004-22 Approving the Plans and Specifications and Ordering the Advertisement for Bids for the 2004 improvement to 16th Avenue and Wobegon Park. FISCAL IMPACT As outlined in the feasibility report presented at the May 20,2004 City Council meeting. The improvement costs are part of the 2004 Bond Issue including Norhtland Plat 8. COMMENTS/RECOMMENDATIONS Bids are due August 2, 2004 and recommendation for award will be considered at the regular meeting of the City Council on August 4, 2004. . CC RESOLUTION 2004- . RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS 16th Avenue SE and Wobegon Park WHEREAS, pursuant to a resolution passed by the council on June 17, 2004, the City Engineer, Joe Bettendorf of SEH, has prepared plans and specifications for the improvement of 16th Avenue to extend water and sewer services to four properties and the park improvements for the Wobegon Welcoming Center and has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ST. JOSEPH, MINNESOTA: 1. Such plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Administrator shall prepare and cause to be inserted in the official paper an advertisement for bids upon the making of such improvement under such approved plans and specifications, The advertisement shall be published for two consecutive weeks, shall specify the work to be done, shall state that bids will be opened and that the responsibility of the bidders will be considered by the council on August 5, 2004, in the city council chambers of the city hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an . opportunity to address the council on the issue of responsibility. No bids will be considered unless sealed and filed with the City Administrator and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the City Administrator for five percent of the amount of such bid. Mayor City Administrator . DOCUMENT 00100 . ADVERTISEMENT FOR BIDS City of St. Joseph, Minnesota 2004 16th A venue Improvements SEH No. A-STJOE 0413 Notice is hereby given that sealed bids will be received by the City Administrator until 11 a.m. on Tuesday, August 3, 2004 at the office of City Administrator, at 25 College Avenue North, PO Box 668, St. Joseph, MN 56374-0668, at which time they will be publicly opened and read aloud, for the furnishing of all labor and material for the construction of: 2004 16th A venue Improvements. Bids will be considered at a meeting of the City Council on August 5,2004. Approximate major quantities are as follows: 253 SY Bituminous Removal 30 TON Bituminous Base Course 200 CY Common Excavation 70 LF Concrete Curb & Gutter 42 CY Class 5 Aggregate 450 LF 8" PVC Sanitary Sewer 30 TON Bituminous Wear Course 400 LF 8" D.l Water Main Copies of the Construction Documents are on file for review at the following locations: SEH, 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 Bids shall be on the forms provided for that purpose and according to the Contract Documents prepared by SEH. Bids will only be accepted from Contractors who purchase Contract Documents from the above-named Engineers. . Bid forms and Contract Documents may be seen at the office of the City Administrator, and at the office of the above-named Engineers. Contractors desiring a copy of the Bid Forms and Contract Documents may obtain them from SEH, in accordance with the Instructions to Bidders, upon payment of $35/set. Checks should be made out to SEH. No refunds will be provided. Bid security in the amount of 5 percent of the bid must accompany each bid in accordance with the Instructions to Bidders. Bids shall be directed to the City Administrator, securely sealed and endorsed upon the outside wrapper, "BID FOR 2004 16TH A VENUE IMPROVEMENTS, ST. JOSEPH, MN A-STJOE 0413." The Owner reserves the right to reject any and all bids, to waive irregularities and informalities therein, and to award the Contract in the best interests of the Owner. Judy Weyrens, City Administrator St. Joseph, Minnesota Publish: Construction Bulletin July 9 & July 16,2004 St. Cloud Times July 9 & July 16,2004 END OF SECTION . 2004 16th Avenue Improvements Advertisement for Bids Ä-ST JOE 0413 00100 - 1 · I Attachment: Yes or No I REQUEST FOR COUNCIL ACTION Administrator Reports (a) DATE: July 1, 2004 ORIGINATING DEPARTMENT DEPARTMENT APPROVAL AGENDA ITEM Resolution for Orderly Annexation PREVIOUS ACTION At a joint meeting of the City and Township, the City Council voted to authorize the Mayor and Administrator to execute the Orderly Annexation Agreement. The OA would have annexed properties along 295111 Street and 103rd Avenue. At that same meeting the Township tabled action until June 28, · 2004, when the City Attorney would have time to provide information as to whether or not the property could be detached if services were not provided. RECOMMENDED COUNCIL ACTION Authorize the Mayor and Administrator to execute the revised Orderly Annexation Agreement, agreeing to tax the area in question at the Township Tax Capacity Rate until December 31, 2007 if services are not provided. FISCAL IMPACT COMMENTS/RECOMMENDATIONS Please see the letter :trom the City Attorney. The revised agreement is a good compromise in the event the project is challenged. The City will still be able to provide services and be responsible for the land use planning for an area that is already landlocked. We have no reason to believe that services will not be provided in 2005. · VRaikoWSki · 11 Sevenlh Avenue North ~~~~rrl~~! Ltd. P,O, Box 1433 St, Cloud, MN 56302-1433 June 22,2004 320-251-1055 Toll Free 800-445-9617 Judy Weyrens City Administrator Fax 320-251-5896 P.O. Box 668 St. Joseph, MN 56374 rajhan@rajhan.com Re: 295th Street and 103rd A venue Annexation \-\f'l-N.J.rajhan,com Our File No. 23426 Dear Ms. Weyrens: At the joint City Council/Township meeting which was held on June 14,2004, with respect to the 295th Street and 103rd Avenue annexation and improvement project, a question was raised as to whether the annexed property could be returned to the Township after annexation if the City decided not to go ahead with the improvement · project because of citizen opposition. Based on prior research which this firm has conducted, it was determined that the City could not assess the Township residents for City owned improvements unless the Township property was a part of the City property. Frank J. Rajko....'!ski .. The Township officials expressed concern that the reason for annexation normally is to provide City services to the annexed property. They were concerned that if the Gordon H, Hansmeier improvements are not made by the City, the purpose for annexation would be defeated. Frederick L. Grunke The concept of detachment was suggested as a solution. The Township questioned whether the annexation could proceed but then detach the property if City improvements Thomas G. Jovanovîch- are not made, Paul A. Rajkowski· ISSUE Kevin F. Gray V'¡illiam J. Cashman Whether the residential properties along 295th Street and 103rd A venue may be annexed Richard W, Sobalvarro into the City and then detached back to the Township if the City improvements for sewer and water are not constructed by the City? Susan M, Dege LeAnne D. Bartishofski FACTS Sarah L. Smith-Larkin Currently 295th Street and 103rd Avenues have residential properties along one side of the Troy A. Paetz two streets. These properties are surrounded by undeveloped agricultural property, Joseph rvt Bromeland However, two developments are envisioned to be completed this summer which will change the rural nature of the adjoining property along the two streets to a residential Gregory), Haupert property. · Laurel J. Pugh Frank j, Rajko',',"ski and Richarc 'II. 50baivarro are adn~itted to practÎc'5' In /-.'orth Dakota, Goro'on H. HansmeiEr in ,\'orth Dakota ar:d V'/í5consÎn, Pau! A.. RajkO'.'/ski aíìd 5aíah L. Smith in V/ísco:ìsin; and V¡¡ffiarn J. Cashman in Sauth Dakota. -Member of Ä-mef!Can BOëird of Tria; ;:'.c'IG-::ate:>. ·OuaJifle¿ ADR Ueutrat V Judy Weyrens . June 22,2004 Page 2 ANSWER It is unlikely that the Municipal Board would allow a detachment of the property back to the Township after the Municipal Board has approved the annexation. ANALYSIS The only way to detach land that is already part of a City (remove it from the City boundaries) is with Minnesota Planning's approval pursuant to Minn. Stat. § 414.06. To qualify for detachment, the land must be adjacent to the City's boundaries, rural in character, and not developed for urban residential, commercial or industrial purposes. In this case, the land which would be considered for detachment is clearly residential in nature since it contains residential homes. Additionally, once the adjoining property is improved this summer the entire area will be residential in nature. Accordingly, it would be unlikely that the Municipal Planning Board would allow a detachment under such circumstances. SUGGESTION . You suggested a possible resolution of the Township's concerns by providing in the joint annexation agreement a paragraph which would provide that the tax capacity would not change until the time period in which the property may be annexed into the City under the current joint annexation agreement ifthe City does not make the improvements. This is an equitable solution to the problem since the Township residents would not have to pay additional taxes if the improvements are not made. They would only have_ to pay the additional tax capacity on January 1, 2008, which is the time this area is scheduled to come into the City under the joint annexation agreement. However, ifthe improvement project goes through the properties would receive the current tax capacity for the City since they are receiving full services from the City. If you have any questions pertaining to this, please contact me. Sincerely, /\ . / \ RAJKOWSKI HANSMBIER LTD. 'l1 l t . .·f ( !' '. <' . - ~¡ / I~^ -4. / l .f ) , By t .... / / Tho~as G. Jo"'1Î~ TGJ/jrk . RESOLUTION FOR ORDERLY ANNEXATION 1. The Township of St. Joseph and the City of St. Joseph have entered into an Orderly Annexation · Agreement approved by the Municipal Board February 6, 1998 as OA-524, and, pursuant to Section 7, Subdivision B, Paragraph 3, states if the owners of 100% ofthe parcels of property in the affected area have petitioned to annex, the City Council wí11, as an agenda item at their next regular meeting, review the petition for consideration of annexation. 2. The City Clerk/Administrator received petitions for annexation by May 20,2004 signed by the property owners of title for the following described property, all of which are governed by the OA Agreement. As per the agreement, a joint public hearing between the City and Township of S1. Joseph was conducted on June 14, 2004. See attached legal description (Exhibit "A") 3. The City Council agrees to reimburse the TO\V11shíp pursuant to Minnesota Statutes 414.036 and Section 4 of the OA Agreement, for the taxes to be collected on this property according to the following schedule: 2005 60% 2006 50% 2007 40% 2008 30% 2009 20% In the year 2009 and every year thereafter, all pertinent tax revenue wí11 be the property of the City. · 4. Upon annexation the property shall be zoned as R-l Single Family, subject to the requirements according to City Ordinance No. 52 and future amendments to such Zoning Ordinance. 5. In the event that City services are not provided to the area attached, the City and TO\V11shíp agree that the subject area shall be taxed at the St. Joseph TO\V11ship Tax Capacity Rate through December 31, 2007. Beginning January 1, 2008 the City Tax Capacity rate shall be effective. 6. The OA agreement states the To\V11 and City mutually agree and state that this Joint Resolution and Agreement sets forth all the conditions for annexation of the areas designated, and that no consideration by the Municipal Board is necessary. The Board may review and comment, but shall, within thirty (30) days, order the annexation in accordance with the terms of this Joint Resolution. Approved by the City of St. Joseph this day of ,2004. (seal) Larry Hosch ATTEST: Mayor · Judy Weyrens Administrator/Clerk ~ ,2004. . Approved by the Township of St. Joseph this :;{5 of ~1~ß// Township Supervisor ATTEST: c2/ ~:¥/ Anna Reischl Township Clerk . . . .., 0----- ~ - ;:;! !; " ~ ---- .q;> .q. .-::., ~Jr iJr --.. 1'0 J'.?> J'.?> q). "~,,~ -¡c~ - ..!)7 ~-.97 ' -?<J - - --- . . ~Rajkowski 11 Seventh Avenue North· ~~~~'Il~~! lid. p,O, Box 1433 St, Cloud, MN 56302-1433 320-251-1055 Toll Free 800-445-9617 Fax 320-251-5896 June 16, 2004 rajhan@rajhan,com www.rajhan,com Ms. Judy Weyrens City Administrator for the City of St. Joseph 25 North College Avenue P.O. Box 668 St. Joseph, MN 56374 RE: St. Joseph Maintenance Building . near Judy: Frank J, Rajkowski .. This letter is to inform you that we have retained Brian Pashina as our expert appraiser in this matter. I have enclosed Brian's resume for your review. Brain will be assisted by an Gordon H, Hansmeier associate of his, Mark Chauvin. They plan on inspecting the building in July; however, Frederick L Grunke in the mean time they have requested that we send them copies of the plans and specifications of the project. Please forward these to me at your earliest convenience. Thomas G. Jovanovich" Upon receipt, I will provide them to Mr. Pashina. Paul A, Rajkowski' If you have any questions, please contact me. Kevin F. Gray William J, Cashman Richard W. Sobalvarro Sincerely, Susan M, Dege LeAnne D. Bartishofski Sarah L Smith-Larkin RECE'VEIC~ By Troy A. Poetz Joseph [V1, Bromeland Laurel 1. Pugh JUN 1 8 2004· .ory j, Haupert LJP /mai CITY OF ST, JOSEPH Laurel J. Pugh Frank 1. Rajkowskí and Richard W SobaJvarro are admitted to practice in North Dakota, Gordon H. Hansme;er in North Dakota and Wisconsin, Paul A. Rajkowski and Sarah L. Smith in Wisconsin, and William j, Cashman in South Dakota. ftMember of American Board of Trial Advocates. sQualified ADR Neutra!. Sent By; Wi¡;¡;,J8nney,El¡;tnel' A¡;¡;oc. ,Inc.; 012 G44 09G4; Jun-14-04 18;00; Page 2 :Brian J. Pashina, P.E. . Wiss, Janney, Elatner Associates, Inc. 600 Highway 169 South Suite 1520 Minneapo1is, MN 55426 Ph: 952-545-0295 EdncatiQn BS Civil Engineering Deg ~. Institute of Technology, University of Minnesota, Minneapolis, MN, 1973. EDlvloYDlcnt 1998 to Present: Senior JnsultIDlt and Manager of the Minneapolis office of Wiss, Janney, Elstner Associates, Inc, (WJE). C IsuIting activities at WJE have included investigating and repairing cracking in industrial floor slabs, eval . ting and repairing fIre damage, evaluating and repairing parking structures, investigating flooring failI'es, investigating masonry distress, and assisting attorneys in resolving disputes over congtruction~lated issues. 1994 to 1998: Principal 3.ngineer at American Engineering Testing, Inc, in St. Paul, Minnesota. Responsible for investigati :g distress such as cracking, spalling, staining, deterioration, water leakage and fi,o damage. Also oo.¡gn] ,op';TI;. pre¡mred conJmct documents end mQnitored construction fo, pruj""" involving masonry restorat ¡m and repair of parking garages. 1988 to 1993: Partner aIlî~ Vicc-Pr~iù~t of Enginetring Evalu.atiolJs, Inc., Eden Prairie, Minnesota. . Responsibilities included lvestigating building failures, evaluating fire damage, evalustìng distressed masonry and concrete st 'tures, and preparing repair documents. Also evaluMed and prepared repair documents for concrete p ,'ng structures ãs well as a variety of exterior wall systems, including brick, stone and concrete. 1973 to 1988: Materials 'gineer and Manager of the Construction Materials Department at Twin City Testing Corporatíon in St. Paul, Minnesota. Responsible for the testing and evaluation of construction IIlftteria.ls of all types. E ::rience included concrete, brick, concrete block, mortar, stone, plaster, wood, epoxy, and sealants. Jditiorull responsibilities consisted of field and laboratory load testing, investigating building fail :es, testing and instrumentation of existing strnctures, and repair of distressed concrete structU1'es. Professional Reclstration : Registered Professional E:ineer in Mínt'lc:sota and WisConsin > ProfenioDld !loCÎet I:Ictiv Jell Membernrups: I - Fellow of ACI Intemafnal (Ameri""n Concn"e lns';'ute) - Minnesota Concrete C uncil I I I- - Member of The MaSO,Y Society . Page 1 of5 8tJIIL By. W.L~~,.J\:IllIltJy,E~~LlltJl· A~~UL;.,IIIL;., 012. 544 0954, .JUII- 14-04 1f1.00, F'CI\:ItJ ;3 : . Member of 20OJ-20 2 Masonry Planning Committee (University of Minnesota Col1ege of - Continuing Education ASCE activities - ASCE, Minnesota sect :m newsletter editor, 1973-1976 Minnesota Concrete '.l - Chairman, Annual Se ~nar, 1993-1995 - Chainnan, Monthly PI' u;ram Planning Committee, 1996 ACIactivitic MembershipiI - ACI437: Secretary an 'past Chairman (approximately 1987-1992), and Member. - ~ . - ' member of ACI Iows/Mínneflota chapter. - Served 011 the ACI Co ·,j,truction Practice A ward Committee (review cd papCIß considered for the ACI Construction Practice ward). PresentmiQßs,,~tAÇINatio ~\l Conventions: - Phoenix. Convention: !cognizing and Evaluating Concrete Defects (co-authored with Keith Pnshina) - Chicago Convention: ßSOlli! Learned From Crack Rgr P!9j ects - Seattle Convention: ~J ..ate Attack-Special Cases - Philadelphia: Monitor' :g of Load Tests - San Francisco: !~ of Their Own: Lesson From Renovating Old Concrete Structures - Los Angeles: :. Caused Flooring Problems In Concrete Slabs on Grade (co~authored with John Amundson, pres.e 'led by John Amundson) - Philadelphia: S oi lure & Floor-Covering Failures: Case Studies . Page 2 of5 ::sellt By; W~55,.Jal1l1ey,E~5tl1el' A550C.,II1C.; 012 :::;44 08:::;4; .Jul1-14-04 16;00; Fage 4/0 Traininp; . Overall responsibility for rtting up the fIrst certification training program for Grndc T Concrete Testing Technician.s sponwrcd by le ACI Iowa/Mirulesota chapter. Responsibilities índuded estabIishíng course cuntlo-TIt, selecting trainers, nd serving as Examiner. Publications Brian J. Pashina, HCrnck ~paír of Precast Concrete Wall Panel~', ACI Concrete lnteI'IUltional, August 1986, Vo1wlle 8, p. 22-25. Contributing author to "E 1uation. Maintenance and Upgrading of Woods Structurt;S", American Society of Civil Engineers, 1982, Brian J. Pashina and K A. PashinEl, "Recognizing a'(d EvaluatiNg Concrete Dejects: Two Case Historif.!;/', ACI Co C t lc;;maHonal. September 1989, p. 54-59. Brian 1. Pashina, John A. mundson, and Temmce E. Swar, \4Analyzing Moisture Problems in Concrele Slabs'\ Concrete Construct )n, March 1997, p.306- 311. Brian J. Pashina, "Inveslig Lm of StuccolWindow Water Leakage", Hot Spot. January 1998, p.l, 1. f Pro~ A f 'dsReçcivcd Minnesota "Young Engine <' of the Year'-' - ASCR 1979 . Outstanding Service Aw '- IAlMN Chapter ACl, 1984 "Engineered Renovation f Mill Place" - 1985, Engineering Excellence Awards from MSPE and CEC/MN "Outstanding Service to thConcrete Industry Award" - 47Ú'1 Annual Concrete Conference, 1997 Elected Fellow of ACI Int :national (American Concrete Institute), ACI National Convention, San Diego, CA, 2000 Other Served as a mentor to un ~rgra.du.qte engineering students at the University of Minnesota, 1993-1997. The University OfMinn a Institute Of Technology sponsored this program. /. Served 00 the Panel of Co Itrnctioo Arbitrators for the American Arbitration Association until 1994. Education I r Moisture Caused Floorin l Problems in Concrete Slabs on Grade, presented at ACBM Teclmology Transfer Day, Northweste ',Uciversity, Evanston, IL, . Moisture Caused Floorin ~Problerns in Concrete Slabs on Grade. presented at 47tl} Annual Concrete . Conference, Minneapolis, t Page 3 of 5 öen~ ~y; W155,Janney,~~5~ner A550C.,lnC.; Ul~ U44 U~U4; J U n - 1 4 - U4 1 t:I ; U 1 ; r-'age U/U · : ;Problems jn Concrete Slabs on Grade. presented at ACIICSI Annual Trade kee. WI. s ns Learned fr cnsic Investîgation~, pres~ntcd at a Minnesota AlA continu.ing education seminar, Minneapoli~, n from Investigations: Design and"..,QQnstmction, presented at Minnesota AIA convention. s :.1dSolutions, presented at a CSI ~aninar and dinner meeting. Learni 0 eco . ze P 'i::'sical and Chemical Deteriorntiou in. Concrete Structures. presented at the Association ofPreservatio ',Technology National Convention in Chicago, IL. Evaluation ofBui1dín~, p ::sented at a University of Minnesota Structural Short Course Program. tructive Testin 0 :Concrete. presented at 33rd Arm.ual Better Concrete Conference, Ames, IA. Assessment ofFîr ;..q ~ructures, presented to the Structural Advisory Subcommittee, Division of Minnesota BuHding Codes ~nd Structures. S . ion tlIld Testin o . Concrete Ma5Qrny. presented at two ACI seminars on concrete masonry building code requirement., Sponsored by the University of Minnesota, Iowa State University> ICMA, MMI and BfA. · v luation of Existin Co 'crÇ!e BuildJn.Çsj preSt.'1lted at a monthly meeting of the Minnesota Concrete Council. B' : Problems d Solutions, presentfXl at an in-house training seminar a.t Rafterty, Rafferty, Tollefson Architects, St. P :11, MN. :ad Solutions, presented at n training seminnr for project managers, engineers ;hîtects, St. Paul, MN. Brick Maso :t1d Solutíons presented at a monthly training meeting for project managers at Kraus Anderson Construe" : n Company, Minneapolis, MN. Investigations, presented at an in-house training session for Opus :tð SolutiQJ:l.<;, presented at an in-house trainíng session for Ryan Coso be Learn j from Construction Failures, presented at 8 Women in Construction monthly Do's and Don'ts ofBuil :; Facade Repair, presented at a Block WhitelSlKA trninìng seminar. Moisture-Caused Floorin Problems in CQDcretc Slabs on Grade. presented at a Minnesota Concrete · Council monthly meeting. Page 4 of5 Bent By; Wi55,Janney,E15tner A550C. ,Inc.; 012 544 0954; Jun-14-0418;01; Page 0/0 Insurance lnvestiIDltions. "esented at an in-house trairúng seminar for property claim adjusters, AIGCS . Property Claims Adjusters Moisture Relat loorin :Problems: What Dcsignern and Contractors Should Know", presented at the 1999 Better Concrete Coo "rençe at Iowa State University in Ames, Iowa. LeSSD m the 20th Cen rv: Successes. Failures. and Tren@,ÎllQi.&Hn~Placc Concrete presented at the 11111 Annual Seminar of th Mínnesom Concrete Council in St. Paul. Investi Water Leaka e Problems in R¢sidcntial Stuœo Construction presèI1ltx.l tlt a Northwest Loss AssocialÌon meeting in BI r . gton, MN. ~JJJ&liº.n - Lessons from Forensic Investigations. presented at a Minnesota m1inar, Minneapolis, MN. t'roblems - Myths. Misunderstandings and Common Prohlems. presented at nference, University ofMinnosota., St. Paul, Minnesota. e t I t I I I , i r f . 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' - , = I '" " :t: ;e :.ö 1 I, I ,J ~ I ' ' I "'I I ..ë ¡ I I õ '..: I 'I ::I :: ~ ;,:: 1 ' I I: (J ì I I I ! ¡ u I I : ¡:::: I! I D ~ ~ ~ ! II! I i ~ 1 I I 1 I I ~, II 1 J;¡ I II I ! V1 'I-¡ N¡"'I"'" "'I ~ ["'oo¡ ~I"'I 01 -I NI.....I~! ""I '-='1 f'-! ì O)! C\! 01 Ñ1 N .....1 j..,.1 ~I ~I t-- ø C"II "'1;;;1 ~:;s " I 1 I I, 1 -'-I-:-¡-¡-I-I-¡ I-¡-I": i" "¡ ININ NINI"I"I"' ! . . .~ M U NI C I PAL DEVELOPMENT GROUP, INC. DATE: June 23, 2004 MEMO TO: Mayor Hosch, City Council Members, City Administrator Weyrens ~ c:IJ ' FROM: Joanne oust & Cynthia Smith-Strack, Municipal Development Group RE: Economic Development Activity Report - June, 2004 . Municipal Development Group, Inc. has been interacting with a number of prospects throughout the past two months. Following is a summary of activities that have transpired. If you have any questions on any of these or other projects, please do not hesitate to contact us at 952-758-7399. A project number has been assigned to protect the confidentiality of the businesses prospects. Project 01-E: This project involves the expansion of a service within the community. MDG has been keeping in touch with the project contact over the past two years. Interest in various sites has increased over the past few months. Most recent correspondence occurred on June 23, 2004. . Project 01-F: This company has been in contact with the EDA regarding potential sites for a commercial-business since August, 2001. MDG has forwarded the contact information on a number of commercial sites. MDG phoned the project contact on June 9th and e-mailed the contact on June 23, 2004. Project 01-1: This business originally contacted the City in 2001. In 2002 they noted their project was on-hold. The company most recently contacted MDG on June 18, 2004 requesting information on available commercial sites in the City. MDG forwarded the info. The company is researching sites in St. Joseph and area cities. A follow-up call was placed on June 23, 2004. Project 01-J: The developer contacted the City in the fall of 2001 regarding the development of a commercial subdivision. Since that time the company and EDA representatives have remained in contact. The developer has constructed a commercial lease facility and has commercial lease space available. MDG last followed up with the Developer on June 2nd at which time they noted they have substantial interest in the commercial lease space. MDG, Inc. also forwarded information on the remaining commercial land to a business prospect on June 18, 2004. Project 02-E: In 2002 this company expressed interest in approximately 1 acre of land for an industrial use for an expansion from another community. The woject was put on hold in 2003. MDG most recently followed up with the company representative on June 9 h and June 23, 2004. Project 02-L: This business constructed a facility in Buettner Business Park for their operations, along with lease space for . other tenants. They secured a new tenant ina 4,000 square foot portion of the building earlier this year and noted on June 23, 2004 that they have interest in the remaining 4,000 square feet. EDA Monthly Project Report - June 2004 Page 1 Project 02-R: This company recently purchased land in Buettner Business Park for the construction of a facility in 2005. · MDG most recently corresponded with the business contact on June 2nd and June 23, 2004. Project 02-AA: This business purchased land in Buettner Business Park earlier this year. They are starting building and site plans for proposed construction in the summer/fall of 2004. MDG followed-up with the contact and/or his builder most recently on June 2nd, June 9th and June 23rd. Project 03-A: These developers are interested in a large highway commercial development in an area not yet annexed into the Cit¥t. MDG has been working with them over the past few years. Additional follow up contact occurred on June 9 h, 18th and 23rd. The developers intend to request plat approval in 2004 with construction in 2005. Project 03-R: This prospect contacted the City in the summer of 2003 inquiring about vacant industrial acreage. MDG forwarded information and continues to remain in contact with the prospect. MDG, Inc. last followed up on via phone on June 2nd and June 4, 2004, Project 03-5: This project involves the possible expansion of the industrial acreage in the community. MDG has been working with the property owners on the project since August of 2003. MDG has been in contact with the property owners and City Engineer. Project correspondence occurred on June 4th, yth, 16th and 23rd. Project 03-T: This project includes a commercial and residential component. The contact originally inquired about available sites in October 2003. MDG most recently left a message regarding the status of the project on June 23, 2004. Project 03-U: · Inquiry forwarded to MDG on October 1, 2003 regarding a potential commercial development in St. Joseph. MDG followed up last occurred on June 9, 2004. Project 04-B: This builder contacted the city in March of 2004 regarding availability of industrial lots in the city and financial programs to assist with a project. The builder was in the process of purchasing a lot in Buetter Business Park in May of 2004. MDG last followed up with the contact and left a message on June 23, 2004. Project 04-D: MDG contacted the owner of industrial acreage within the corporate limits regarding interest in re-subdividing and marketing industrial lots. The property owner expressed an interest in possibly re-subdividing. MDG continues to follow up with the project representative and City Engineer regarding the rroject, with the latest follow up on June yth, a meeting on June 91h and follow up correspondence on June 16t and 23rd. Project 04-E: This prospect contacted MDG in April of 2004 regarding demographic and economic development data for St. Joseph. The prospect is considering a leasing commercial retail space in the community. Most recent correspondence with the contact was on June 9, 2004. Project 04-F: This prospect contacted MDG in May of 2004 regarding commercial lease space in the downtown area. MDG met with the prospect several times in May and most recently corresponded on June 2nd and June 16, 2004. Project 04-H: · MDG met with a representative on May 26' 2004 regarding a building in the downtown. Most recent follow-up occurred on June 9th and June 23, 2004. EDA Monthly Project Report - June 2004 Page 2 NORTHLAND'SECURITIES - . June 4, 2004 Judy Weyrens, Administrator St. Joseph City Hall P.O. Box 688 St.Joseph,~ 56374-0688 RE: DEBT SERVICE SCHEDULE FOR G.O. CERTIFICATES OF INDEBTEDNESS OF 2004 - Dear Judy, Enclosed is a revised debt service schedule for the G.O. Certificate of Indebtedness that will provide financing for the acquisition of equipment. The revision reflects a growth rate of . 5% per year. If you have any questions regarding the enclosed information, please do not hesitate to call me at 1-800-851-2920. Very truly yours, Northland Securities, Inc. ~~Æ Monte Eastvold Vice President, Partner ME/pcc ~ Enclosure . 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