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Home My WebLink About11-21-2011 Planning Commission Packet PUBLIC ATTENDANCE MEETING DATE j f 4� .� ; /� � � i ❑ COUNCIL � PLANNING COMMISSION ❑ OTHER Assistive Listening Device available upon request. Please complete the following information for City records. PRESENT FOR(from agenda) NAME (please print) ADDRESS NAME OR NUMBER � 1. �i�-r''��I � I�I��.:�C�,�j -�`>>�= �',�� f�� C`�sf �z��M1�'/,��;��'� , L t �.- i (�( ) j/l � / T � ��^ '�/ 2. �./�1..� � • `lJ �1.�� ! \ � l,� � V �^ l.,- � I � �� ( `\F �Z-1 _� �F.� `.�� i _ �; l 3. �!�'�—��-��.,1�I:�;�c�? f-�,(�;l� �(�-kr ",,��,,�`;� � ,�! r# �� 4. `.� �� I �� n ��_ i� �/C�yl J ' 4. l` L r' �(C,, .. 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V:1(LEGAL FORMS)1(FORMS)\PUBLIC ATTENDANCE.DOC ��'� ;. -� � MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 � 6:30 o'clock p.m. ROLL CALL The Orono Planning Commission met on the above-mentioned date with the following members present: Chair Loren Schoenzeit,Commissioners Lizz Levang,Denise Leskinen,Kevin Landgraver,and John Thiesse. Representing Staff were Assistant City Administrator for Long-Term Strategic Planning Mike Gaffron,Planning Coordinator Melanie Curtis,and Recorder Jackie Young. Council Member Rahn was present. Chair Schoenzeit called the meeting to order at 6:30 p.m.,followed by the Pledge of Allegiance. CONSENT AGENDA Item Nos.4 and 5 were added to the Consent Agenda. Chair Schoenzeit opened the public hearing for Item No. 4 at 6:32 p.m. There were no public comments regarding that application. Chair Schoenzeit closed the public hearing for Item Nof 4 t 6:32 p.m. Leskinen moved,Levang seconded,to approve the Consent Agenda as submitted. VOTE: Ayes 5, Nays 0. NEW BUSINESS 2. #11-3527 JASON&JODY SMITH,2690 RAINEY ROAD,VARIANCE,6:33 P.M.-7:02 � P.M. . Jason and Jody Smith,Applicants,were present. Curtis stated the applicants are requesting a variance to construct a garage addition to the home 38 feet from the side street lot line where a 50-foot setback is normally required from the side street. The applicants are proposing to construct a two-car garage addition on the east side of the property. A screen porch is also proposed. However,the porch is proposed to meet the required setback and is not part of this variance request. The east side lot line abuts a private road outlot,owned by the homeowners association,with underlying road easements to the City for possible future connection to Gander Road. The private road outlot has not yet been developed with a road. It is currently wooded land and visually appears merely as part of the applicants' property. However,this configuration makes the east lot line a side street lot line with a required side street yard of 50 feet in which structures aze normally not allowed. Applicants are requesting a variance to allow the construction of a gazage addition to be locate�28 eet from the east lot line rather than the required 50 feet. Applicants' position, and apparently that of the neighborhood,is that the outlot is unlikely to ever be developed for road purposes,and therefore structures that would be encroachxnents if it was to be a road,will have no negative impacts until or unless it becomes a road,if ever. Page 1 J MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. � A similar request by the previous owners was made in 2006. The owners at that time were requesting a setback variance to allow a 40-foot setback where a 50-foot setback is required in order to construct a garage addition. Staff and the Planning Commission recommended denial of the request. However,the City Council voted to approve the requested setback variance. The owners did not construct the addition and the variance has since expired. � . The applicants' property and the adjacent Outlot C are heavily vegetated. The proposed two-car garage addition would likely not be very visible from Outlot C nor Rainey Road. The property is currently conforming and has a three-car attached garage. It has been City practice to require platting of road corridors to adjacent pazcels when properties are subdivided. This practice is a requirement of the Orono Subdivision Ordinance Municipal code Section 82-2839h)(11). The City has required the platting of connecting corridors to adjoining properties in many instances,to provide access to adjacent properties and to provide for the potential to create"through" roads which are preferable for maintenance, circulation, and emergency access purposes,as compared to cul-de-sacs. Circumstances that might warrant such interconnection at some future date include,but are not limited to, neighborhood associations requesting the City to take over road maintenance; establishment of an interconnected public trail system between neighborhoods,a conclusion by the City or by its . neighborhoods that connection of cul-de-sac roads will provide a necessary increase in public safety or decrease in emergency response time,or an area-wide rezoning that would allow for higher density and the need for addirion access to property,on-street parking,etc. None of these circumstances are pending for Rainey Road or Gander Road,but they are all possibilities for the future. The City wquld be shortsighted if it began to eliminate these connection potentials by vacating the connecting corridors that the city required be created over the past 30 years. Likewise, allowing new construction to encroach on these future roadways could result in homes or structures perceived as too close to the street and not in character with the 50-foot standazd for the two-acre zone. Planning Staff recommends denial of t he setback variance as requested. ' Thiesse asked,if there are any legal lots still available in the neighborhood. Curtis indicated all the lots are developed. Jason Smith,Applicant,stated one of the reasons they are looking for a variance is that their existing garage looks like a three-car garage from the outside but the depth of the gazage is actually only 15 feet deep for one of the stalls due to the layout of the interior. Smith indicated currently they are required to park their vehicles at an angle if they want to fit both of them in there. There is an entrance to the house at the back of the garage and an entrance to the basement of the house also located at the back of the garage. Smith indicated they are looking to add some more space so we can fit two large cars in the garage as well as storage space. Smith noted in the report was a concept drawing that depicts a small room above the garage. Smith indicated they will not be constructing that and it will only be storage up there. Levang asked if the gable would be eliminated. Page 2 � MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 � 6:30 o'clock p.m. ' Smith indicated the dormer would be eliminated. They want to keep the garage similar to the architecture of the house. Levang indicated Commission Landgraver and herself were able to view the interior of the garage and that they were able to observe how the entrance to the basement cuts into the double doors in a significant way. Curtis displayed a picture of the interior of the garage. . Smith explained the interior layout of the garage.� Curtis asked if that is the only access to the basement. Smith stated they can also access the basement from the house. Smith pointed out how they are unable to pull the car all the way up due to that entrance to the garage. Levang stated there is an illusion that there are two full garage stalls when in fact they aze short stalls. Schoenzeit asked if there are three doors into the garage. Smith indicated there aze. Schoenzeit asked how much he is looking to add on to the garage. Smith stated it would be 26 feet. Curtis stated there would be doors next to where the current doors aze located. Schoenzeit commented the applicant could make the garage more usable by making it deeper. _w_ Smith pointed out there is a window for a room which would prevent them from going deeper. Schoenzeit asked whether he could lengthen the gazage by extending it out the front. Smith indicated that would require a major change to the roofline. Levang asked if the interior door and the entrance to the basement could be changed. Smith stated the basement is poured concrete and it would be rather extensive to remove that. Thiesse asked if the angled entry has always been there or whether it was added at some point. Smith pointed out the existing wall and the stairs and indicated it was there when he purchased the property. Leskinen asked whether the applicant has considered doing a one-stall addition,which would then meet the setback. Leskinen stated that would give them two full stalls. Page 3 . � ' MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 dclock p.m. Smith stated they would also like some additional space for future cars and/or storage. Landgraver asked if the practical difficulty is the inability to park a bigger vehicle and lack of storage. Smith indicated that is correct. Landgraver asked if there is ariything that can be done about the entry into the house. � Mrs. Smith stated that goes into the laundry room and that currently the laundry room is already small. The room literally consists of a washer and dryer and a sink. A different entryway would take up approximately 30 percent of the laundry room. Smith indicated they did look at a number of options and that they were not able to come up with any other reasonable solution. Levang asked if there is a window above where the proposed patio is located. Smith stated there is. Levang commented essentially what they would be looking at through that window would be the back of the garage. Smith commented there will also be a courtyard that will be in that area. The garage will come back seven feet,which will still leave some view out the window. Chair Schoenzeit opened the public hearing at 6:49 p.m. . There were no public comments regarding this application. Chair Schoenzeit closed the public heazing at 6:49 p.m. Thiesse stated he initially had a concern regarding the practical difficulty for making the garage larger but that the applicant in his opinion has demonstrated practical difficulty. Thiesse stated in his opinion a practical difficulty is a lower standard to meet than a hardship. Curtis stated the Planning Commission should go through a very similar analysis in determining a hardship or a practical difficulty inherent to the property. . Thiesse stated in his opinion Gander Road would be extended straight north/south and that the outlot is offset from that. Curtis pointed out the two outlots on the overhead. Gaffron stated the intent of the outlot was to connect Gander Road and Rainey Road. . Levang stated in her view she is unsure whether there is a practical difficulTy. Landgraver asked why the previous Planning Commission did not approve the earlier request. Page 4 MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 ' 6:30 dclock p.m. Curtis stated the prior Planning Commission and Staff did a similar analysis and that the City Council eventually did approve the application even though the Planning Commission recommended denial. One of the questions at the time initially was at the time the application came before the Planning Commission,septic systems were not identified on the site. By the time the application came before the Council,the septic systems had been identified. Curtis pointed out there is room on the property to locate a detached accessory building. The City Council took into consideration the location of the septic site and how that impacted some of their options. Smith pointed out the area of the septic system. Landgraver stated in his mind there is a practical difficulty given the current configuration of the garage but that he is struggling with approving the side street setback variance at 38 feet. Schoenzeit commented the Planning Commission could approve the addition of one stall and require that it meet the 50-foot setback. Leskinen noted that would eliminate the need for any variance. Levang indicated she would be in favor of that. Levang moved, Schoenzeit seconded,to recommend denial of Application#11-3527,Jason and Jody Smith,2690 Rainey Road. VOTE: Ayes 4,Nays 1,Thiesse Opposed. Schoenzeit recommended the applicants work with Staff on making some modifications to their plan before to going before the City CounciL Smith asked where he could put the addition. Schoenzeit stated he would construct the additional garage on top of the current driveway. Smith stated his concern with that would be visibility from the neighbors' standpoint. Due to the trees, you would not be able to see the garage as it is proposed. Schoenzeit stated the applicant does have some other locations they can construct a garage. Schoenzeit noted Staff has indicated there is a place where a detached garage could be constructed. Curtis pointed out the detached building would need to be located behind the house. Smith commented at the previous meeting it was the general feeling that the road would never be constructed. Schoenzeit noted the Planning Commission has denied the application and suggested the applicant work with Staff on their options. Thiesse asked whether this would go before the City Council. Page 5 MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 � 6:30 o'clock p.m. Curtis indicated it would,but that if significant changes are made to the plan,she would bring it back before the Planning Commission for their review. 3. #11-3528 TIMOTIiY&DANIELLE KOEFILER,4205 NORTH�SFIORE DRIVE, VARIANCE,7:02 P.M.—7:56 P.M. Curtis stated the applicant is requesting 75-250 foot zone and 250-500 foot zone hardcover vaziances. In 2007,variances were granted for lot area,lot width,average lakeshore setback and hardcover in order to construct a•new residence on the subject property. The house was built and a certificate of occupancy � was issued in 2009. Since that time the applicants,the new owners,purchased the occupied the new home. At this time the applicants would like to make hardcover improvements to the property. They are proposing to remove an�unapproved/illega173 square foot patio within the 0-75 foot zone. They would like to add 88 square feet of hazdcover within the 75-250 foot zone for a patio and add 590 square feet to the 250-500 foot zone for additional driveway and retaining walls. The 2007 variance approval limited the property to 152 square feet within the 0-75 foot zone and 3,512 square feet within the 75-250 foot zone. Their variance also limited the property to 2,732 squaze feet within the 250-500 foot zone where normally 30 percent hazdcover is permitted. Variances are required in order to exceed those levels. . ,The hazdcover on this property is difficult to reconcile. Some of the hardcover shown as existing was added after the building permit and has not been approved. Within the 75-250 foot zone,while the existing hardcover numbers reflect slightly less hardcover than was approved,the house appears to be generally consistent in size with the approved home yet there appears to be additional hardcover on the property. When comparing the building pernut survey to the existing,as built survey,the numbers do not seem to match what is shown. It is apparent the 250-500 foot zone exceeds the approved levels and the hardcover shown on the survey appears to be as a result of overages in driveway and parking azeas. For purposes of this application,Staff suggests reviewing what is being requested against the code and the 2007 approvals. The applicants are requesting a variance to add 88 square feet of hardcover to the 75-250 foot zone increasing that zone from the 3,512 square feet approved in 2007 to 3,600 square feet and requesting to add 217 additional squaze feet over the Code allowed 30 percent in the 250-500 foot zone which would exceed the approved level by 590 square feet. A practical difficulty has not been identified which supports the granting of hardcover variances to allow hardcover above the 28.4 percent allowed within the 75-250 foot zone in 2007 and a 26.39 percent limitation within the 250-500 foot zone imposed by the 2007 resolution. Additionally,it appeazs during construction that retaining walls were added which do not meet at the required 5-foot setback from property lines. The applicants should be required to remove the wall encroachments. Planning Staff recommends denial of the requested variances to increase hardcover above the 20071evels approved by Resolution NO 5601. As some of the proposed hazdcover is actually existing hardcover,the . hardcover in excess of 2007 approved levels should be removed. Additionally,retaining wall encroachments should be removed and the required rain garden should be installed. Curtis noted the applicant has expressed concern about removing the retaining walls. Curtis pointed out the location of the retaining walls. Curtis noted a 5-foot setback is required for retaining � Page 6 MINUTES OF THE ORONO PLANNING COMMISSISON MEETING � Monday,October 17,2011 6:30 o'clock p.m. walls. The rain garden was installed but was not depicted on the survey. A new survey should be submitted for as-built verification of wall removals as well as a final hardcover record for the property. Thiesse asked if the existing patio will be replaced at the same size, ' Curtis indicated it will be the same size. Thiesse asked if the egress exit on the side of the house would still be accessible if the wall is moved over. Curtis stated based on the survey,she is not able to determine that,but she did speak with the city's building inspector and that it is his opinion a wall can be constructed to meet the 5-foot setback. Curtis noted that the building inspector did not visit the site. In 2007,at the time the house was originally constructed,the as-built building survey was not required by the City. Levang asked if Staff is okay with the retaining wall. Curtis stated to her knowledge it is all located five feet off the property line. Landgraver asked if the shed is staying. Curtis stated the shed was part of a subsequent agreement and the shed is allowed to stay. The rain garden and the removal of the adjacent hardcover around the shed was required as part of that agreement. Levang asked if there is fabric or plastic under that garden in the comer. Curtis indicated Staff has not been out to inspect the properly. Eric Robinson,4107 Maple Wood Road,St.Bonifacious, indicated it is just mulch over dirt. Timothy Koehler stated when they moved into the property,they moved in during the wintertime and that if he had been aware of some of the challenges of the property,they likely would have purchased a different property. . Koehler pointed out the turnazound located on the slope of the driveway and noted that during the winter they are unable to utilize the turnaround due to its icy condition. Delivery and service vehicles refuse to come up their driveway because they are unable to turn axound. At times they have to back out on to Highway 19. In the winter it is not possible to make the turn,which requires them to back up on to the . road. Koehler stated in the summer they tried to address the driveway issue. They knew they were close on hardcover and he has informed his builder it would need to be within their hardcover requirements. . Robinson indicated he did speak with Staff on permeable pavers and was told that it would still be counted as hardcover. Koehler stated someone from the City came out and stopped the work in July and that since that time they have been attempting to resolve the issues without increasing hardcover. Koehler indicated they were not Page 7 MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. aware that crushed gravel was considered hardcover. They had akeady constructed the retaining walls when they found out there was a problem. Koehler noted the patio was already existing when the house was constructed and that there is an outdoor grill that is also in that area. The patio was heaving and needed replacement. Koehler stated they asked the builder to replace the patio and fix the grill azea. It was supposed to be the exact same size. It was his understanding that the crushed stone was okay for the little walkway. Koehler stated they later found out from Staff that the other patio was supposed to be removed as part of the agreement with the City,so they are now proposing to remove that. The retaining wall was also constructed with the house and they later found out that it was not approved. Their goal is to address the access issues. Koehler stated the driveway does not need to be the full length of the garage but that it seemed to be a logical and aesthetically pleasing way to do it. Koehler.stated in his view the driveway could be shortened,which would reduce the hardcover by 336 squaze feet from what they aze requesting. The hardcover in the 250-500 foot zone would then be reduced to 2,986 square feet. In addition,there would be 73 square feet removed at the bottom. Koehler stated the Tetaining wall cost approximately$100,000 to construct and consists of a 10-foot wall that basically holds up the entire side of the property. Koehler indicated he is not sure whether they can get equipment in there to remove it and that he did not expect that to be a problem. Leskinen asked if the retaining wall was there when he purchased the property. Koehler indicated it was. Levang asked what Staff would like to see happen with the retaining wall. • Curtis stated a variance would need to be approved for the retaining wall,the retaining wall removed,or brought into compliance. Currently it appears there may be portions that can be brought into compliance. Levang stated the piece that goes directly to the lot line would probably need to be removed. Curtis indicated that is correct and that the rest of the retaining wall appeazs to meet the 5-foot setback based on the survey. Landgraver commented the wall is fairly tall. Koehler indicated it is nine feet high. Schoenzeit stated removal of the wall does not seem practical given the cost. Gaffron asked how the drainage works on the property. Koehler indicated the drainage from his lot and the neighbor's runs down a swale that goes the entire length of the lot down to the lake. Gaffron asked if it is a shared drainage way. Page 8 . • MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 ' 6:30 o'clock p.m. Koehler indicated it is. . Schoenzeit asked if the City has any engineering reports on the retaining wall. Curtis stated Staff does not have any engineering specific to the wall. Schoenzeit asked if they can request an opinion from an engineer on the wall. Curtis stated the wall would likely need to be taken apart to find out what is undemeath it and that it would be difficult to obtain an engineering opinion. Koehler stated he would have expected someone to have pulled permits on the retaining wall and evaluated at the time it was constructed. Curtis stated it was probably pernutted at the time the foundation of the house was constructed. Robinson stated it likely was engineered given the size of the stones. Koehler commented it is a massive structure and gets larger as it goes towards the back of the house. Gaffron stated he is not personally familiaz with property but that on the original approved plan it shows the top of the wall at 948'. It was also depicted as a 6-foot high wall proposed which ended up being nine feet. Leskinen commented additional problems with the drainage could be created by removing a portion of the retaining wall. Landgraver asked as it relates to the turnaround, given the angle of the driveway,if the applicant has considered putting the turnaround in front of the existing garage. Koehler indicated that would be an option but that he is not sure how that would impact the hardcover. Schoenzeit noted he would be pushing the hardcover further out into another zone. Koehler stated he does not need all of the proposed turnaround and that he originally included it for aesthetic reasons. Koehler state the turnaround could be shortened and relocated. Landgraver stated given the hardcover restrictions,the applicant may want to relocate the turnaround. Levang asked whether portions of the driveway could be heated. Robinson indicated the driveway would then need to be tom out and replaced. Thiesse commented the current turnaround is difficult to use with a lazger vehicle. Koehler indicated they have gotten stuck in the driveway a couple of times this past winter. According to Code,they are required to have a turnaround. Koehler indicated they have to back the car stxaight back Page 9 , MINUTES OF THE � ORONO PLANNING COMMISSISON MEETING ' Monday,October 17,2011 6:30 o'clock p.m. and then turn,which works in a small caz but not in a larger vehicle. They aze attempting to make a new turnaround area. Levang asked what the calculations would be if the tumaround were relocated. Koehler stated the crushed stone was put on the survey as existing and was considered hardcover at that time. Curtis indicated that would not be considered hardcover. Koehler commented that would be another 51 square feet they could use if that is not considered . ' hardcover, � Chair Schoenzeit opened the public hearing at 7:31 p.m. Bill Tittler,4209 North Shore Drive,Mound, stated his main comment is the idea that the Planning Commission is discussing the retaining wall shows the absurdity of removing or changing the wall. People from the building department were acutely awaze of what was going on with the property while it was being constructed and that he has the e-mails documenting that. The walls are massive and took two and a half months to construct. Tittler indicated he has no other comments on the rest of the application. Chair Schoenzeit closed the public hearing at 7:33 p.m. Schoenzeit stated in order to make the reta.ining walls legal,a variance will need to be granted and he is comfortable granting that. Landgraver indicated he is in agreement with that. Schoenzeit stated all other hardcover would need to be brought into compliance. Thiesse asked if there is an agreed amount of hardcover that would need to be removed. Curtis indicated there is not,and that the shed,dock and stairs are allowed hardcover. Koehler pointed out the stairs go to the dock. Curtis noted the stairs would be allowed hardcover. Thiesse noted there is a rain garden. Schoenzeit asked if the rain garden is maintained and remaining. Koehler indicated it is. Schoenzeit stated he would encourage the Planning Commission to allow repair of the patio at its current size. Levang asked about the crushed rock. • Page 10 MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. . Curtis stated if it is unlined and is not driven on,it would not be considered hardcover. Thiesse stated it is not driven on,has a wood barrier around it,and it goes from the patio steps to the house. Koehler indicated the crushed rock is not currently existing and it is being proposed. The proposed crushed rock would be a pathway from the door to the steps.There is some crushed rock underneath the deck. Landgraver asked where the existing patio is located. . Koehler stated the photo depicts the grill area and that those pavers have been removed. The builder was preparing the base at the time the City shut down the work. They put crushed stone in this summer so they could use that space. The pavers would go back in where the crushed stone is. Leskinen asked if the existing paver patio was constructed without a permit. Curtis indicated that was not part of the approved plan. Leskinen asked if the applicant would be willing to leave the crushed stone where the grill is located. Koehler indicated that would not be his preference. Thiesse indicated he has difficulty with a person coming in and then finding out that items on the property . are illegal. The applicant purchased the property with the patio and that he would have difficulty asking the applicant to remove it. . Koehler commented the grill area is very small. � Schoenzeit stated he would recommend repairing and replacing the patio at a size no greater than what currently exists and allowing the retaining wall to remain. Schoenzeit stated he would encourage the Planning Commission to grant a variance to ensure that the retaining wall is legal. Curtis noted the Planning Commission would only be approving the location of the wall and not the actual construction or engineering of the wall. Schoenzeit stated in his view the applicant needs a legitimate turnaround and that he would encourage the applicant to make a proposal for a functional tumaround. Curtis requested the Planning Commission provide direction to Staff and the applicant on the level of hardcover that would be allowed. Levang stated an 8'x 10'turnaround would be the minimum. Page 11 . e 0 MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. Koehler stated it is almost necessary to have two turnarounds and that he would propose leaving the driveway as is and removing the existing turnaround. The 250-500 foot zone would then be brought within code and the only variance required would be in the 75-250 foot zone. � Levang asked if crushed rock is considered hardcover,why the applicant would not make it concrete. Schoenzeit stated the applicant can deternune what type of material he would like to use. Schoenzeit stated the hardcover in the 250-500 zone would be at the maximum allowed by code and the hazdcover in the 75-250 foot zone and the retaining wall will remain. Koehler noted he would be removing 336 squaze feet. Schoenzeit stated the applicant would need to remove the turnaround by the driveway and construct a different turnazound by the second garage. The hardcover would be capped at 30 percent in the 250-500 foot zone and the applicant would be allowed one full turnazound,the repaired patio,and the retaining wa1L Koehler indicated they would also remove the 73 square feet in the 0-75 foot zone. Landgraver asked whether that would alleviate the safety concerns of the applicant. Koehler commented the tumaround on the lower end would be easier to utilize. Schoenzeit noted another requirement would be to maintain the rain gazden. �Thiesse asked if the turnaround depth is maximized by the property line. ' Koehler indicated that would be a problem. Curtis stated he would need to be five feet from the property line. Thiesse stated to his recollection it is azound eight feet wide and that it is difficult to maneuver with a larger vehicle. Landgraver asked if there is a utility easement in that area. Curtis pointed out the location of the easement. Thiesse commented he does not want to grant a variance and not solve the problem. � Schoenzeit asked the turnaround stops five feet from the property line. Curtis indicated she is not sure how far it is from the property line. Thiesse stated to his recollection it is eight feet wide and that it is difficult to back up with a lazger vehicle. Page 12 . � : MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 � 6:30 o'clock p.m. � Gaffron stated the survey depicts it approximately four to five feet from the lot line. The depth of it across the driveway is approximately 26 feet,which is functional for a small car. Schoenzeit asked whether Commissioner Thiesse would like to see the turnaround extended. Thiesse pointed out the applicant is unable to do that since he is almost four feet from the property line already. Gaffron asked whether the backup apron could be flipped to the other side of the driveway. Koehler indicated if he goes the other direction,it would have to go up the hi1L Gaffron commented that would then be a practical difficulty since he does not have adequate space on the other side of the driveway. Koehler stated he was suggesting removal of the narrow piece and leaving the lower turnaround. Landgraver asked if that would solve his safety concerns. Koehler indicated it would with the added piece. Levang asked what the width is. Koehler indicated it is just barely eight feet. � Schoenzeit moved,Landgraver seconded,to recommend approval of Application#11-3528, Timothy and Danielle Koehler,4205 North Shore Drive,granting of variances,subject to the removal of all hardcover recommended by Staff within the 0-75,with the understanding the shed and the steps to the lake will be allowed to remain; allowing the repair of the existing patio with no increase in hardcover or footprint; approving a variance for the existing retaining wall,consisting of both the tailing end that touches the property line and the one that is used for egress along the side of the house; granting of a variance for hardcover to add the turnaround closest to the house with the addition of a bump out per Exhibit D; removal of the second turnaround that was constructed for aesthetics; and reducing the larger turnaround by the detached garage to the maximum amount of hardcover allowed in the 250-500 foot zone. VOTE: Ayes 5,Nays 0. *4. #11-3529 ESTATE OF ARTHUR J.NELSON,400 WILLOW DRIVE SOUTH,AND RANDY AND SARA HOGAN,2260 FOX STREET,L OT LINE REARRANGEMENT Leskinen moved,Levang seconded,to recommend approva!of Application#11-3529,400 Willow Drive South and 2260 Fox Street,granting of a lot line rearrangement. VOTE: Ayes 5,Nays 0. 5. MEMO—COUNCIL MEETING LIAISON SCHEDULE Leskinen moved,Levang seconded,to approve the Council meeting liaison schedule as submitted. VOTE: Ayes 5,Nays 0. � Page 13 t MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 ' 6:30 o'clock p.m. � PLANNING COMMISSION COMMENTS � 6. REPORT OF PLANNING COMMISSION REPRESENTATIVES ATTENDING CITY COUNCIL MEETINGS ON SEPTEMBER 26,2011,AND OCTOBER 10,2011 Leskinen reported at the September 26th Council meeting the Planning Commission items were placed on the Consent Agenda and the primary discussion of the Council related to Old Crystal Bay Road and the Orono Orchard proj ect. ' Levang noted at the October lOth meeting the Helmer application was placed on the Consent Agenda. Curtis noted they removed the proposed deck and they were allowed the dormers. Rahn stated on the Helmer application,they agreed not to relocate the hardcover and reduced the deck. Curtis noted the Chevy Chase application was placed on Consent Agenda. The preliminary plat application on Maple Place was approved. 7. OTHER ISSUES FOR DISCUSSION Curtis noted Hue Alexander resigned from the Planning commission. The City Council will be setting a date for a joint Planning Commission/City Council session so they can receive an update from the hardcover task force. The Council will decide Monday night whether November 2°d will be the date for the update,which is a normal work session date for the Planning Commission. Levang noted there is no regularly scheduled Planning Commission meeting for December. Schoenzeit asked if Staff has any idea on the number of pending applications. Curtis stated they meet with a number of people but they don't always come back for a couple of months. There might be a small subdivision application submitted in the near future. Gaffron commented at any given time they talk to 10 to 15 people that are contemplating doing � something on their property. Rahn asked who reviews an application to make sure that the zoning requirements are all met. Thiesse stated someone needs to come in and update the survey to keep Staff informed of what is on the property. ADJOURNMENT Thiesse moved,L•eskinen seconded,to adjourn the Orono Planning Commission Meefing at 8:18 p.m. VOTE: Ayes 5,Nays 0. Loren Schoenzeit,Chair Page 14 �' � � MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 '6:30 o'clock p.m. , ROLL CALL The Orono Planning Commission met on the above-mentioned date with the following members present: Chair Loren Schoenzeit,Commissioners Lizz Levang,Denise Leskinen,Kevin Landgraver, and John Thiesse. Representing Staff were Assistant City Administrator for Long-Term Strategic Planning Mike Gaffron,Planning Coordinator Melanie Curtis,and Recorder Jackie Young. Council Member Rahn was present. Chair Schoenzeit called the meeting to order at 6:30 p.m., followed by the Pledge of Allegiance. CONSENT AGENDA � Item Nos.4 and 5 were added to the Consent Agenda. Chair Schoenzeit opened the public hearing for Item No. 4 at 6:32 p.m. . There were no public comments regarding that application. Chair Schoenzeit closed the public hearing for Item No. 4 at 6:32 p.m. Leskinen moved,Levang seconded,to approve tlie Consent Agenda as submitted. VOTE: Ayes 5, Nays 0. NEW BUSINESS 2. #11-3527 JASON&JODY SNIITH,2690 RAINEY ROAD,VARIANCE,6:33 P.M.-7:02 P.M. Jason and Jody Smith,Applicants,were present. • Curtis stated the applicants are requesting a variance to construct a garage addition to the home 38 feet from the side street lot line where a 50-foot setback is normally required from the side street. The applicants are proposing to construct a two-car garage addition on the east side of the property. A screen porch is also proposed. However,the porch is proposed to meet the required setback and is not part of this variance request. The east side lot line abuts a private road outlot,owned by the homeowners association,with underlying road easements to the City for possible future connection to Gander Road. The private road outlot has not yet been developed with a road. It is currently wooded land and visually appears merely as part of the applicants' property. However,this configuration makes the east lot line a side street lot line with a required side street yard of 50 feet in which siructures are normally not allowed. Applicants are requesting a variance to allow the construction of a garage addition to be located 28 feet from the east lot line rather than the required 50 feet. Applicants' position,and apparently that of the neighborhood,is that the outlot is unlikely to ever be developed for road purposes,and therefore structures that would be encroachments if it was to be a road,will have no negative impacts until or unless it becomes a road, if ever. Page 1 • MINUTES OF THE ORONO PLANNING COMMISSISON MEETING _ Monday,October 17,2011 , 6:30 o'clock p.m. .,� , ..;: - A similar request by the previous owners was made in 2006. The owners at that time were requesting a setback variance to allow a 40-foot setback where a 50-foot setback is required in order to construct a gazage addition. Staff and the Planning Commission recommended denial of the request. However,the City Council voted to approve the requested setback variance. The owners did not construct the addition and the variance has since expired. The applicants' property and the adjacent Outlot C are heavily vegetated. The proposed two-car garage addition would likely not be very visible from Outlot C nor Rainey Road. The property is currently � conforming and has a three-car attached garage. It has been City practice to require platting of road corridors to adjacent parcels when properties are subdivided. This practice is a requirement of the Orono Subdivision Ordinance Municipal code Section 82-2839h)(11). The City has required the platting of connecting corridors to adjoining properties in many instances,to provide access to adjacent properties and to provide for the potential to create"through" roads which are preferable for maintenance,circulation, and emergency access purposes,as compared to cul-de-sacs. Circumstances that might warrant such interconnection at some future date include,but are not limited to, neighborhood associations requesting the City to take over road maintenance;establishment of an interconnected public trail system between neighborhoods,a conclusion by the City or by its neighborhoods that connection of cul-de-sac roads will provide a necessary increase in public safety or decrease in emergency response time,or an area-wide rezoning that would allow for higher density and the need for addition access to property,on-street parking,etc. None of these circumstances are pending for Rainey Road or Gander Road,but they are all possibilities for the future. The City would be shortsighted if it began to eliminate these connection potentials by vacating the connecting corridors that the city required be created over the past 30 years. Likewise, allowing new construction to encroach on these future roadways could result in homes or structures perceived as too close to the sireet and not in character with the 50-foot standard for the two-acre zone. Planning Staff recommends denial of t he setback vaziance as requested. Thiesse asked if there are any legal lots still available in the neighborhood. Curtis indicated all the lots are developed. . Jason Smith,Applicant,stated one of the reasons they are looking for a variance is that their existing garage looks like a three-car garage from the outside but the depth of the garage is actually only 15 feet deep for one of the stalls due to the layout of the interior. Smith indicated currently they are required to park their vehicles at an angle if they want to fit both of them in there. There is an entrance to the house at the back of the garage and an entrance to the basement of the house also located at the back of the gazage. Smith indicated they are looking to add some more space so we can fit two large cars in the garage as well as storage space. Smith noted in the report was a concept drawing that depicts a small room above the garage. Smith indicated they will not be constructing that and it will only be storage up there. Levang asked if the gable would be eliminated. Page 2 ., � MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 _ 6:30 dclock p.m. Sriuth indicated the dormer would be eliminated. They want to keep the garage similar to the azchitecture � of the house. Levang indicated Commission Landgraver and herself were able to view the interior of the garage and that they were able to observe how the entrance to the basement cuts into the double doors in a significant way. Curtis displayed a picture of the interior of the garage. Smith explained the interior layout of the garage. Curtis asked if that is the only access to the basement. Smith stated they can also access the basement from the house. Smith pointed out how they are unable to pull the car all the way up due to that entrance to the garage. ,: . Levang stated there is an illusion that there are two full garage stalls when in fact they are short stalls. Schoenzeit asked if there are three doors into the garage. Srnith indicated there are. Schoenzeit asked how much he is looking to add on to the garage. � Smith stated it would be 26 feet. Curtis stated there would be doors next to where the current doors are located. Schoenzeit commented the applicant could make the garage more usable by making it deeper. Smith pointed out there is a window for a room which would prevent them from going deeper. Schoenzeit asked whether he could lengthen the garage by extending it out the front. Smith indicated that would require a major change to the roofline. Levang asked if the interior door and the entrance to the basement could be changed. Smith stated the basement is poured concrete and it would be rather extensive to remove that. Thiesse asked if the angled enhy has always been there or whether it was added at some point. Smith pointed out the existing wall and the stairs and indicated it was there when he purchased the property. Leskinen asked whether the applicant has considered doing a one-stall addition,which would then meet the setback. Leskinen stated that would give them two full stalls. Page 3 � MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. ' Smith stated they would also like some additional space for future cars andJor storage. Landgraver asked if the practical difficulty is the inability to park a bigger vehicle and lack of storage. Smith indicated that is correct. Landgraver asked if there is anything that can be done about the entry into the house. Mrs. Smith stated that goes into the laundry room and that currently the laundry room is akeady small. The room literally consists of a washer and dryer and a sink. A different entryway would take up approximately 30 percent of the laundry room. Smith indicated they did look at a number of options and that they were not able to come up with any other reasonable solution. Levang asked if there is a window above where the proposed patio is located. Smith stated there is. Levang commented essentially what they would be looking at through that window would be the back of the garage. Smith commented there will also be a courtyard that will be in that azea. The gazage will come back seven feet,which will still leave some view out the window. Chair Schoenzeit opened the public hearing at 6:49 p.m. There were no public comments regarding this application. Chair Schoenzeit closed the public hearing at 6:49 p.m. Thiesse stated he initially had a concern regarding the practical difficulty for making the garage larger but that the applicant in his opinion has demonstrated practical di�culty. Thiesse stated in his opinion a practical difficulty is a lower standard to meet than a hardship. Curtis stated the Planning Corrunission should go through a very similar analysis in determining a hardship or a practical difficulty inherent to the property. Thiesse stated in his opinion Gander Road would be extended straight north/south and that the outlot is offset from that. Curtis pointed out the two outlots on the overhead. Gaffron stated the intent of the outlot was to connect Gander Road and Rainey Road. Levang stated in her view she is unsure whether there is a practical difficulty. Landgraver asked why the previous Planning Commission did not approve the earlier request. Page 4 J MINUTES OF THE ORONO PLANNING COMMISSISON MEETING � Monday,October 17,2011 6:30 o'clock p.m. Curtis stated the prior Planning Commission and Staff did a similar analysis and that the City Council ' eventually did approve the application even though the Planning Commission recommended denial. One of the questions at the time initially was at the time the application came before the Planning .,,. Commission,septic systems were not identified on the site. By the time the application came before the Council,the septic systems had been identified. Curtis pointed out there is room on the property to locate a detached accessory building. The City Council took into consideration the location of the septic site and how that impacted some of their options. Smith pointed out the area of the septic system. Landgraver stated in his mind there is a practical diff'iculty given the current configuration of the garage but that he is struggling with approving the side street setback variance at 38 feet. Schoenzeit commented the Planning Commission could approve the addition of one stall and require that it meet the 50-foot setback. � Leskinen noted that would eliminate the need for any variance. Levang indicated she would be in favor of that. Levang moved, Schoenzeit seconded,to recommend denial of Application#11-3527,Jason and Jody Smith,2690 Rainey Road. VOTE: Ayes 4,Nays 1,Thiesse Opposed. Schoenzeit recommended the applicants work with Staff on mak'ing some modifications to their plan before to going before the City CounciL Smith asked where he could put the addition. Schoenzeit stated he would construct the additional gazage on top of the current driveway. Smith stated his concern with that would be visibility from the neighbors' standpoint. Due to the trees, you would not be able to see the garage as it is proposed. Schoenzeit stated the applicant does have some other locations they can construct a garage. Schoenzeit noted Staff has indicated there is a place where a detached garage could be constructed. Curtis pointed out the detached building would need to be located behind the house. Smith commented at the previous meeting it was the general feeling that the road would never be constructed. � Schoenzeit noted the Planning Commission has denied the application and suggested the applicant work with Staff on their options. Thiesse asked whether this would go before the City Council. Page 5 . MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 dclock p.m. Curtis indicated it would,but that if significant changes are made to the plan,she would bring it back before the Planning Commission for their review. 3. #11-3528 TIMOTIiY&DANIELLE KOEHLER,4205 NORTH SHORE DRIVE, VARIANCE,7:02 P.M.—7:56 P.M. � Curtis stated the applicant is requesting 75-250 foot zone and 250-500 foot zone hardcover vaziances. In 2007,vaziances were granted for lot area,lot width,average lakeshore setback and hardcover in order to construct a new residence on the subject property. The house was built and a certificate of occupancy was issued in 2009. Since that time the applicants,the new owners,purchased the occupied the new home. At this time the applicants would like to make hardcover improvements to the property. They are proposing to remove an unapprovedlillega173 squaze foot patio within the 0-75 foot zone. They would like to add 88 square feet of hardcover within the 75-250 foot zone for a patio and add 590 square feet to ' the 250-500 foot zone for additional driveway and retaining walls. The 2007 vaziance approval limited the property to 152 square feet within the 0-75 foot zone and 3,512 square feet within the 75-250 foot zone. Their variance also limited the property to 2,732 square feet within the 250-500 foot zone where normally 30 percent hardcover is pernutted. Variances aze required in order to exceed those levels. The hardcover on this property is difficult to reconcile. Some of the hardcover shown as existing was added after the building permit and has not been approved. Within the 75-250 foot zone,while the existing hardcover numbers reflect slightly less hardcover than was approved,the house appeazs to be generally consistent in size with the approved home yet there appears to be additional hardcover on the property. When comparing the building pernut survey to the existing,as built survey,the numbers do not seem to match what is shown. It is apparent the 250-500 foot zone exceeds the approved levels and the hardcover shown on the survey appears to be as a result of overages in driveway and parking areas. For purposes of this application,Staff suggests reviewing what is being requested against the code and the 2007 approvals. The applicants are requesting a variance to add 88 square feet of hardcover to the 75-250 foot zone increasing that zone from the 3,512 square feet approved in 2007 to 3,600 squaze feet and requesting to add 217 additional square feet over the Code allowed 30 percent in the 250-500 foot zone which would exceed the approved level by 590 square feet. A practical difficulty has not been identified which supports the granting of hardcover vaziances to allow hardcover above the 28.4 percent allowed within the 75-250 foot zone in 2007 and a 26.39 percent limitation within the 250-500 foot zone imposed by the 2007 resolution. Additionally,it appeazs during construction that retaining walls were added which do not meet at the required 5-foot setback from property lines. The applicants should be required to remove the wall encroachments. Planning Staff recommends denial of the requested variances to increase hardcover above the 2007 levels approved by Resolution NO 5601. As some of the proposed hardcover is actually existing hardcover,the . hardcover in excess of 2007 approved levels should be removed. . Additionally,retaining wall encroachments should be removed and the required rain garden should be installed. Curtis noted the applicant has expressed concem about removing the retaining walls. Curtis pointed out the location of the retaining walls. Curtis noted a 5-foot setback is required for retaining � Page 6 ,. . MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. walls. The rain garden was installed but was not depicted on the survey. A new survey should be submitted for as-built verification of wa11 removals as well as a fmal hardcover record for the property. Thiesse asked if the existing patio will be replaced at the same size. Curtis indicated it will be the same size. Thiesse asked if the egress exit on the side of the house would still be accessible if the wall is moved over. Curtis stated based on the survey,she is not able to determine that,but she did speak with the city's building inspector and that it is his opinion a wall can be constructed to meet the 5-foot setback. Curtis noted that the building inspector did not visit the site. In 2007,at the time the house was originally constructed,the as-built building survey was not required by the City. Levang asked if Staf£is okay with the retaining wall. Curtis stated to her knowledge it is all located five feet off the property line. Landgraver asked if the shed is staying. Curtis stated the shed was part of a subsequent agreement and the shed is allowed to stay. The rain garden and the removal of the adjacent hardcover around the shed was required as part of that agreement. Levang asked if there is fabric or plastic under that garden in the corner. Curtis indicated Staff has not been out to inspect the property. Eric Robinson,4107 Maple Wood Road,St. Bonifacious,indicated it is just mulch over dirt. � Timothy Koehler stated when they moved into the property,they moved in during the wintertime and that if he had been aware of some of the challenges of the property,they likely would have purchased a different property. Koehler pointed out the turnaround located on the slope of the driveway and noted that during the winter they are unable to utilize the turnaround due to its icy condition. Delivery and service vehicles refuse to come up their driveway because they are unable to turn azound. At times they have to back out on to Highway 19. In the winter it is not possible to make the turn,which requires them to back up on to the road. Koehler stated in the summer they tried to address the driveway issue. They knew they were close on hardcover and he has informed his builder it would need to be within their hardcover requirements. Robinson indicated he did speak with Staff on permeable pavers and was told that it would still be counted as hardcover. Koehler stated someone from the City came out and stopped the work in July and that since that time they have been attempting to resolve the issues without increasing hardcover. Koehler indicated they were not Page 7 � MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. . aware that crushed gravel was considered hardcover. They had already constructed the retaining walls when they found out there was a problem. Koehler noted the patio was akeady existing when the house was constructed and that there is an outdoor grill that is also in that area. The patio was heaving and needed replacement. Koehler stated they asked the builder to replace the patio and fix the grill area. It was supposed to be the exact same size. It was his understanding that the crushed stone was okay for the little walkway. Koehler stated they later found out from Staff that the other patio was supposed to be removed as part of the agreement with the City,so they are now proposing to remove that. The retaining wall was also constructed with the house and they later found out that it was not approved. Their goal is to address the access issues. Koehler stated the driveway does not need to be the full length of the garage but that it seemed to be a logical and aesthetically pleasing way to do it. Koehler stated in his view the driveway could be shortened,which would reduce the hardcover by 336 square feet from what they are requesting. The hardcover in the 250-500 foot zone would then be reduced to 2,986 square feet. In addition,there would be 73 square feet removed at the bottom. Koehler stated the retaining wall cost approximately$100,000 to construct and consists of a 10-foot wall that basically holds up the entire side of the property. Koehler indicated he is not sure whether they can get equipment in there to remove it and that he did not expect that to be a problem. Leskinen asked if the retaining wall was there when he purchased the property. Koehler indicated it was. ' Levang asked what Staff would like to see happen with the retaining wall. Curtis stated a vaziance would need to be approved for the retaining wall,the retaining wall removed,or brought into compliance. Currently it appears there may be portions that can be brought into compliance. Levang stated the piece that goes directly to the lot line would probably need to be removed. Curtis indicated that is correct and that the rest of the retaining wall appears to meet the 5-foot setback based on the survey. Landgraver commented the wall is fairly tall. Koehler indicated it is nine feet high. Schoenzeit stated removal of the wall does not seem practical given the cost. Gaffron asked how the drainage works on the property. Koehler indicated the drainage from his lot and the neighbor's runs down a swale that goes the entire length of the lot down to the lake. Gaffron asked if it is a shared drainage way. Page 8 MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. Koehler indicated it is. � Schoenzeit asked if the City has any engineering reports on the retaining wall. Curtis stated Staff does not have any engineering specific to the wall. Schoenzeit asked if they can request an opinion from an engineer on the wall. Curtis stated the wall would likely need to be taken apart to fmd out what is undemeath it and that it would be difficult to obtain an engineering opinion. Koehler stated he would have expected someone to have pulled permits on the retaining wall and evaluated at the time it was consfructed. Curtis stated it was probably pernutted at the time the foundation of the house was constructed. Robinson stated it likely was engineered given the size of the stones. Koehler commented it is a massive structure and gets larger as it goes towards the back of the house. Gaffron stated he is not personally familiar with property but that on the original approved plan it shows the top of the wall at 948'. It was also depicted as a 6-foot high wall proposed which ended up being nine feet. Leskinen commented additional problems with the drainage could be created by removing a portion of the retaining wall. Landgraver asked as it relates to the turnazound,given the angle of the driveway,if the applicant has . considered putting the turnaround in front of the existing garage. Koehler indicated that would be an option but that he is not sure how that would impact the hardcover. Schoenzeit noted he would be pushing the hardcover further out into another zone: Koehler stated he does not need all of the proposed turnaround and that he originally included it for aesthetic reasons. Koehler state the turnaround could be shortened and relocated. Landgraver stated given the hardcover restrictions,the applicant may want to relocate the tumaround. Levang asked whether portions of the driveway could be heated. Robinson indicated the driveway would then need to be torn out and replaced. Thiesse commented the current turnaround is difficult to use with a larger vehicle. Koehler indicated they have gotten stuck in the driveway a couple of times this past winter. According to Code,they are required to have a turnaround. Koehler indicated they have to back the car straight back Page 9 ' MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. and then turn,which works in a small car but not in a larger vehicle. They are attempting to make a new turnaround azea. Levang asked what the calculations would be if the turnaround were relocated. Koehler stated the crushed stone was put on the survey as existing and was considered hardcover at that time. Curtis indicated that would not be considered hardcover. Koehler commented that would be another 51 square feet they could use if that is not considered hardcover, Chair Schoenzeit opened the public heazing at 7:31 p.m. Bill Tittler,4209 North Shore Drive,Mound,stated his main comment is the idea that the Planning Commission is discussing the retaining wall shows the absurdity of removing or changing the wall. People from the building department were acutely aware of what was going on with the property while it was being constructed and that he has the e-mails documenting that. The walls are massive and took two and a half months to construct. Tittler indicated he has no other comments on the rest of the application. Chair Schoenzeit closed the public hearing at 7:33 p.m. Schoenzeit stated in order to make the retaining walls legal,a vaziance will need to be granted and he is " comfortable granting that. Landgraver indicated he is in agreement with that. � Schoenzeit stated all other hardcover would need to be brought into compliance. Thiesse asked if there is an agreed amount of hardcover that would need to be removed. Curtis indicated there is not,and that the shed,dock and stairs are allowed hardcover. Koehler pointed out the stairs go to the dock. Curtis noted the stairs would be allowed hardcover. Thiesse noted there is a rain garden. Schoenzeit asked if the rain garden is maintained and remaining. Koehler indicated it is. Schoenzeit stated he would encourage the Planning Commission to allow repair of the patio at its current size. Levang asked about the crushed rock. , Page 10 : 1VIINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. . Curtis stated if it is unlined and is not driven on,it would not be considered hardcover. Thiesse stated it is not driven on,has a wood barrier around it,and it goes from the patio steps to the house. Koehler indicated the crushed rock is not currently existing and it is being proposed. The proposed crushed rock would be a pathway from the door to the steps.There is some crushed rock underneath the deck. Landgraver asked where the existing patio is located. . . Koehler stated the photo depicts the grill area and that those pavers have been removed. The builder was prepazing the base at the time the City shut down the work. They put crushed stone in this summer so they could use that space. The pavers would go back in where the crushed stone is. � Leskinen asked if the existing paver patio was constructed without a pernut. � " Curtis indicated that was not part of the approved plan. Leskinen asked if the applicant would be willing to leave the crushed stone where the grill is located. Koehler indicated that would not be his preference. - Thiesse indicated he has difficulty with a person coming in and then finding out that items on the property are illegal. The applicant purchased the property with the patio and that he would have difficulty asking the applicant to remove it. Koehler commented the grill azea is very small. . Schoenzeit stated he would recommend repairing and replacing the patio at a size no greater than what currently exists and allowing the retaining wall to remain. Schoenzeit stated he would encourage the Planning Commission to grant a variance to ensure that the retaining wall is legal. Curtis noted the Planning Commission would only be approving the location of the wall and not the actual construction or engineering of the wall. Schoenzeit stated in his view the applicant needs a legitimate turnaround and that he would encourage the applicant to make a proposal for a functional tumaround. Curtis requested the Planning Commission provide direction to Staff and the applicant on the level of hazdcover that would be allowed. Levang stated an 8'x 10'turnaround would be the minunum. Page 11 . . MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. Koehler stated it is almost necessary to have two turnarounds and that he would propose leaving the driveway as is and removing the existing turnaround. The 250-500 foot zone would then be brought within code and the only variance required would be in the 75-250 foot zone. Levang asked if crushed rock is considered hardcover,why the applicant would not make it concrete. Schoenzeit stated the applicant can determine what type of material he would like to use. Schoenzeit stated the hardcover in the 250-500 zone would be at the maximum allowed by code and the hardcover in the 75-250 foot zone and the retaining wall will remain. Koehler noted he would be removing 336 square feet. Schoenzeit stated the applicant would need to remove the turnazound by the driveway and construct a different turnaround by the second garage. The hardcover would be capped at 30 percent in the 250-500 foot zone and the applicant would be allowed one full turnaround,the repaired patio,and the retaining wall. ' , Koehler indicated they would also remove the 73 square feet in the 0-75 foot zone. Landgraver asked whether that would alleviate the safety concerns of the applicant. Koehler commented the turnaround on the lower end would be easier to utilize. Schoenzeit noted another requirement would be to maintain the rain garden. Thiesse asked if the tumazound depth is maximized by the property line. . Koehler indicated that would be a problem. Curtis stated he would need to be five feet from the property line. Thiesse stated to his recollection it is around eight feet wide and that it is difficult to maneuver with a larger vehicle. Landgraver asked if there is a utility easement in that area. Curtis pointed out the location of the easement. Thiesse commented he does not want to grant a variance and not solve the problem. Schoenzeit asked the turnaround stops five feet from the property line. Curtis indicated she is not sure how far it is from the property line. Thiesse stated to his recollection it is eight feet wide and that it is difficult to back up with a larger vehicle. Page 12 . � MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. Gaffron stated the survey depicts it approximately four to five feet from the lot line. The depth of it across the driveway is approximately 26 feet,which is functional for a small car. Schoenzeit asked whether Commissioner Thiesse would like to see the turnaround extended. Thiesse pointed out the applicant is unable to do that since he is almost four feet from the property line already. Gaffron asked whether the backup apron could be flipped to the other side of the driveway. Koehler indicated if he goes the other direction,it would have to go up the hill. Gaffron commented that would then be a practical difficulty since he does not have adequate space on the other side of the driveway. Koehler stated he was suggesting removal of the narrow piece and leaving the lower turnaround. , Landgraver asked if that would solve his safety concerns. Koehler indicated it would with the added piece. Levang asked what the width is. Koehler indicated it is just bazely eight feet. Schoenzeit moved,Landgraver seconded,to.recommend approval of Application#11-3528, Timothy and Danielle Koehler,4205 North Shore Drive,granting of variances,subject to the removal of all hardcover recommended by Staff within the 0-75,with the understanding the shed and the steps to the lake will be allowed to remain; allowing the repair of the existing patio with no increase in hardcover or footprint; approving a variance for the existing retaining wall, consisting of both the tailing end that touches the property line and the one that is'used for egress along the side of the house; granting of a variance for hardcover to add the turnaround closest to the house with the addition of a bump out per Exhibit D; removal of the second turnaround that was constructed for aesthetics; and reducing the larger turnaround by the detached garage to the maximum amount of hardcover allowed in the 250-500 foot zone. VOTE: Ayes 5,Nays 0. *4. #11-3529 ESTATE OF ARTHUR J.NELSON,400 WILLOW DRIVE SOUTH,AND RANDY AND SARA HOGAN,2260 FOX STREET,L OT LINE REARRANGEMENT Leskinen moved,Levang seconded,to recommend approval of Application#11-3529,400 Willow � Drive South and 2260 Fox Street,granting of a lot line rearrangement. VOTE: Ayes 5,Nays 0. 5. MEMO—COUNCIL MEETING LIAISON SCHEDULE Leskinen moved,Levang seconded,to approve the Council meeting liaison schedule as submitted. VOTE: Ayes 5,Nays 0. . - Page 13 MINUTES OF THE ORONO PLANNING COMMISSISON MEETING Monday,October 17,2011 6:30 o'clock p.m. . PLANNING COMMISSION COMMENTS � 6. REPORT OF PLANNING COMMISSION REPRESENTATIVES ATTENDING CITY COUNCIL MEETINGS ON SEPTEMBER 26,2011,AND OCTOBER 10,2011 Leskinen reported at the September 26th Council meeting the Planning Cominission items were placed on the Consent Agenda and the primary discussion of the Council related to Old Crystal Bay Road and the Orono Orchard project. Levang noted at the October l Oth meeting the Helmer application was placed on the Consent Agenda. Curtis noted they removed the proposed deck and they were allowed the dormers. Rahn stated on the Helmer application,they agreed not to relocate the hardcover and reduced the deck. Curtis noted the Chevy Chase application was placed on Consent Agenda. The preliminary plat application on Maple Place was approved. 7. OTHER ISSUES FOR DISCUSSION � Curtis noted Hue Alexander resigned from the Planning commission. The City Council will be setting a date for a joint Planning Commission/City Council session so they can receive an update from the hardcover task force. The Council will decide Monday night whether November 2°d will be the date for the update,which is a normal work session date for the Planning Comxnission. Levang noted there is no regulazly scheduled Planning Commission meeting for December. Schoenzeit asked if Staff has any idea on the number of pending applications. Curtis stated they meet with a number of people but they don't always come back for a couple of months. There might be a small subdivision application submitted in the near future. Gaffron commented at any given time they talk to 10 to 15 people that are contemplating doing something on their property. Rahn asked who reviews an application to make sure that the zoning requirements are all met. Thiesse stated someone needs to come in and update the survey to keep Staff informed of what is on the property. � ADJOURNMENT Thiesse moved,Leskinen seconded,to adjourn the Orono Planning Commission Meeting at 8:18 p.m. VOTE: Ayes 5,Nays 0. Loren Schoenzeit, Chair Page 14 f . � Orono Planning Commission Agenda Item Executive Summary Title of Item: CONDITIONAL USE PERMIT REQUEST: Request to allow repurposing of the existing warehouse at 2725 Wayzata Boulevard into a mini-storage facility. Meeting Date: 11-21-11 Staff/Guest Reporting: Ben Gozola, City Planner Summary: The applicant is seeking a conditional use permit to repurpose the 96,414 square foot building at 2725 Wayzata Boulevard for use as mini-storage. A one-employee office fronting Hwy 12 would be used to manage the site, sell retail packing goods such as boxes, and be ' used to rent out Budget moving trucks. A portion of the building along with an area currently dedicated for parking would be . repurposed for outdoor storage. An existing business, Core Tubes LLC,would remain in their current location, and vvould transition to additional interior mini-storage units once they leave. Recommendation: • APPROVAL: Staff's review of the request indicated the proposal can meet all requirements for a CUP as outlined in code provided a number of conditions are met(please see staff's review of the tweniy-one code criteria on pages 4—9 of the report). • Template motions and recommended conditions of approval can be found on pages 11 & 12. List ofAttachments: A) Property location map � B) Staff Report&Recommendation C) Site Plan D) Lighting Plan E) Landscaping Plan F) Engineering Review Letter G) Letter of Support from the City of Mound H) Property Owners Mailing List O:ICI.TIBS�ORO;\'O'!Lt7nd Use1GtIPs�272.i FY'ayyaru Bnulevurd_Ryan Com/�a�rieslES--272.i YGavzata 73oadevard_II-2- 1l.docx PC Exhibit A Q _ --._ .��. 685 _:, 2765 2745 2635 : � . na Wayzata Blvd � 595 , ! � � 550 • 2687 Z � � � . , a .. _ . , . . . . - , . : ..,. _: � ,.... , , . m ' _ . ` ;2725 . � � ,. - N : ° �- na L ., . ` _ � :> c.� , , , . -a : O 450 _ „ : ' .` . '. 26 05 .: „ , , : � �. � Industrial•Blvd;(unimproved) ' � 430 ., . � ' � : °� � � , � S ° � �,' 2725 \/1/ayaata �oui�vard � Orono, M�1 > e R' ' C � , �` V � � ' 7 � ° _ Q o� (( ��a� -�'»,s^.. _ ,0 9 � � y �4-� l � J� �r�F� i . , . � � ', ,��,,, �1 q . ,' .:.,, .Q : _. �,� f� ,�� b�. Gti, � a`��g . � �,�„9,kE��O.g�� `i-.,�..---�'` � Location within the City of Orono r • � . � �'Ir—,-..._.�.--__��.. �—.—___..._��___�..__�.�._. ^ �" ��_.�___�,...��_..�_ .�.�_.. � Henne in Count Mailin Label � i . u P Y � �►�P � �; � Provided By: Taxpayer Services Department �- - .�.� _.. ..�___°".�------"-_� .�._ _ � � �� j �7 �� p�� ti'��3, �$y �( (�k �� 3� . �h� : � �� , ~'""� ' T � � t67} � !��`; ! :�,.—.�=,6_ 'F� L�„�,,. Ii 33-1�8=�3-21 �z� �$� ` -1'�8�3-'�� - �3-118-23-'�t , � � 82 (fi�X � �"' , � j t , A'�'?ATK 8 Ll�`S3;dV � �,.,�.=..�w�..w,�. � � � � �� I : �1 j � • (2i j [19 j , ; � rt � � � - �� ') 4�� ; �t � . � �95� i I � � ;� �� . __ � s �: °(� �� . � t�� :' � ��' � -1 �` � . i; - �,sy � � 33-t i8-��-2� �. � ��a� � 7 tz�l : ; � � i, . ' �1g � ! : �(1 � ..._...._.�.�._,..M. ��-��s 3-'�3 33_ �'�;; � �98-�3-1� � ;� . _ ; �� , ' . �5� � �# t�1 �3s,� . ; �� ` . i , r ' � i �� ^"•US HL7Y�70•7? ` �� _ f .li,_.....� _ _ i � �For more information contact: � Print Date• 10/14/2011 i �— �v � �Hennepin County GIS Division � � ' �d(} �.@.P�,211C�: j �30o soucn 6ch screet Map Scale: 1" =341' ' � ' �Minneapolis,MN 55487 Buffer Size: 350 feet i � � gis.info@co.hennepin.mn.us � i � l " Water Major Roads f i � I j , ., Parlr. Minor Roads i � � �Map Comments: �� p�,�•c�� „ I �� I 2725 WAYZATA BLVD W �� I � Buffer Region . `�'/,� �� i ORONO, MN � � � �� ! �I � � .) � I j x _ Selected Parrels �� i II ��' � t I ' �ire►ti. ; �ff il � ' • ' ! �i� ' I '� m�,°� HENNEp1�1 � 1 '�� i � ' ��i ! 1� �� 1� , , � � , ; �} ' �__ w_____�___ =�. _ __._ '._'_�.�____.��...__=..Y.:��-�..--�=-�'_ I�___�.._._._ __ ; 4 _____ `� ,� �� . �� . ; OCT 1 � 2 011 . � �� ORONC� ` ' PC Exhibit B City of Orono Planning Department Conditional Use Permit Review To: Planning Commission From: Ben Gozola, City Planner Meeti�2g Date: 11-21-11 Applicant: Mike Seeland,Property Resources Corporation Owner: Ryan Companies US, Inc � Location: 2725 Wayzata Boulevard Zoning: Industrial (I) � .._._..,,.�-._.�•...-R-..,r,...._....�,.+...�.,.,..Y.....W,�..�.._.�..,�.�._....�..,.,.,,.__,..�r._.,..._.........,_....��„,.,....,..,.�..........,,�.�..�,�,,.,....w..�...-�.....r......_...,.�.......� Int�aducto In oYmation � " ; Proposed The applicant is seeking to acquire the largely vacant warehouse property 2725 Project: Wayzata Boulevard, and repurpose the 96,414 square foot building for use as mini- storage. A one-employee office fronting Hwy 12 would be used to manage the site, , sell retail packing goods such as boxes, and be used to rent out Budget moving trucks. A portion of the building along with an area currently dedicated for parking would be repurposed for outdoor storage. An existing business, Core Tubes LLC,would remain � in their current location, and would transition to additional interior mini-storage units . once they leave. CUP The application requests the following: _ Request(s): A conditiorial use permit to authorize the use of 2725 Wayzata Boulevard as an indoor mini-storage facility with the following accessory uses: a) Open storage b) Small office/retail center[e.g. an accessory, enclosed service activity other than allowed by a permitted acse within the Indarstrial District; 78-823(a)(4)J ^—^�+r�^.�.-+a..w-� . . .. .. .+.-w�►.+cMT'.a'•^""'...w.+�.,...r"'....+�.'r �F`indin s _ a , Site Data: Lot Size—approximately 5.77 acres (251,341 square feet) Existing Use—Warehouse Existing Zoning—Industrial(I) Property Identification Number(PID): 33-118-23-13-0019 � . , CG•`P Revi.esv;?735 Gl�trt��crt�r Bnuleraf•cl�11-3530J ' Pltrnrttn�Cnntnai.t,sinaReport; 11-?1-11 Comp Plan ■ The comprehensive plan guides this lot for industrial use. � Guidance: , pg 3B-10 of the land use plan identifies the industrial park as one of the few places � in the City appropriate for economic development. ■ Pg 3B-20 of the land use plan establishes as an Urban Land Use Policy that future industrial development will be limited to the area of the existing Orono industrial park. ■ Pg 3B-20 of the land use plan establishes as an Urban Land Use Policy that commercial and industrial development will not be permitted to adversely affect neighboring residential property. ■ Pg 3B-44 of the land use plan notes that the city"...will encourage conversion to light industrial..."and that"...accessory functions such as office buildings will be permitted in the industrial area." Shoreland I ■ The subject property is not within the shoreland district. Issues: � Flood Plain ( ■ The subject property is not within a floodplain. Issues: _ Hardcover ■ Hardcover on this lot is limited to 85% of the gross lot size. Analysis: . Based on a lot size of 251,341 square feet, the maximum hardcover on this lot is 213,640 square feet. ■ The existing hardcover on the lot totals 239,779 square feet(95.4% of the lot). ■ The applicants are proposing hardcover in the amount of 90.6% of the lot,thereby reducing overall hardcover by 4.8%through various site improvements. ■ Section 78-821(e)(2) of code states that nonconfornuties site amenities (such as hardcover) do not need to be brought into conformance when the floor area of the existing structure is not going to increase. Accordingly, no variance to this nonconformity is necessary. sA�licat Revi.ew: ��.� Applicable Accessory z�se or structure means a use or structure subordinate to and serving the Code principal use or structure on the same lot and customarily incidental to the principal Definitions: use or structure. Hard cover means any structure, blacktop or other material which interferes to any degree with the direct absorption of rainfall into the ground. Q:�C'!'I%IiS",OKU;VO�/,ru�d L�st�;C'C1Ps�37'J�Vm�_crrrr Kne�le��a�r!_Rr�7i+('a�ipani�s",Rep--27?.i l!'rae•_ata Ko�rlc�r•artl_hY,V.9f.1Ze�or•c_I!-?!-I Ldvc.x• . Prcge 2 CLP Rei�ic�v;?7?� Gt it�._rl�a 6nulei•us•d(�11-3530J Pla�rrlin�Ca�lmissiorr Rc:pcirt; 1!-3I-I1 (cont.) Oictdoor storage means the keeping of materials or equipment on a parcel of land for the purpose of transporting, using or employing such materials or equipment at a future date at another location, either on- or off-site. The keeping of motorized vehicles for more than 24 hours, or other equipment that is not capable of self- powered movement(such as trailers), shall be included in this definition. Secondary z�se means a use of land or of a building or a portion which is subordinate . to and does not constitute the primary use of the land or building. Use, accessory means a use subordinate to the principal use on a lot and exclusively used for purposes incidental to those of the principal use. Use, conditional means those occupations, vocations, skills, arts, businesses, professions or uses specifically designated in each zoning use district which, for their respective conduct, exercise or performance in such designated use districts, may require reasonable but special, peculiar, unusual or extraordinary limitations, facilities, or regulations in such use district for the promotion or preservation of the general public welfare, health, convenience or safety in such use and in the city and, therefore, may be permitted in such use district only by a conditional use permit, which is designed to meet the problem that arises where certain uses, although generally compatible with the basic use classification of a particular zone, should not be permitted to be located as a matter of right in every area included within the zone because of hazards inherent in the use itself or special problems which its proposed location may represent. Primary ■ Section 78-821(e)(2)indicates that building and site amenity nonconformities(if Applicable any) will not need updating if the proposed floor area of the existing structure is Codes: not going to increase. ■ Section 78-823(a)allows "warehouse conversion to mini-storage," accessory "outdoor storage,"and accessory"enclosed service activity"to be permitted via a conditional use permit in the Industrial zoning district. ■ Section 78-823(b) establishes the criteria under which industrial conditional use permits are to be reviewed. � ■ Sections 78-825 through 78-832 establish the general performance standards for development in the Industrial zoning district. ■ Section 78-916 establishes the general review criteria for all conditionally permitted uses. ('J.•'�G!'%!h.',S"O/�U;\+CJ�Lnnd L•'se�;C'(�Ys�2725�Vqysatrr l3oulernrd_/ltun C'ai7�arliesiKc��--2i3 i 6Va}��nta horr(erarrl_h7A•'Af.ldc�nr�_I/-31-Il.d�cx Prrbe 3 CUP Revre��; 37?5 !1 ic��atca Bnrrler•cu-d�71-3530J P/«��tit�r;COI)1/)!l.SSIUtI RC'port: !1-?1-11 , CUP Review: By code, conditionally permitted uses in the Industrial zoning district must be reviewed under the specific criteria of Section 78-823(b) in addition to the general CUP review criteria found in Section 78-916. The following are staff's findings related to all criteria. Industrial Zoning Specific CUP Criteria: (I) .Comprehensive plan. The proposed action has been considered in relation to the specific policies and provisions of and has been fotcnd to be consistent with the official comprehensive plan of the city. . � The proposed use is both anticipated and supported by the comprehensive plan. Criteria met. (2) Compatibility. The proposed tcse is compatible with adjczcent present c�nd ficture anticipc�ted land Lrses. . • Adjacent land uses in both Orono and Long Lake are industrial in nature, and are planned to remain that way according to the applicable comprehensive plans. Conditions listed herein under separate review criteria will ensure the use will be compatible with neighboring industrial uses. Criteria met. (3) Perform�nce standards. The proposed use conforms with czll applicc�ble performance standards contained in this division. Within Division 18, Industrial District, the only specific performance standards listed are related to open and outdoor storage. The proposed open storage areas are shown , below: Thick dashed line indicates the Smafl dotted {ine indicated the propased exterior fenee perimeter existing building perimeter ____ I I 1 I ;: �� I . � - . � � I Existing : = - - -- -- - - � � � � Parlcing � _ . ,� :;. r . Bu�Dd��g � : � � , E l ��_I O.•'�C"!'!'1li.S',OItU;\�Z)�/,t�nd(;'s�:C'(.�Ps�272.5 dV'm�=ata Houle��ard_/lvcrn C'ompar�res:Kep--2725 bt'c�t�cara hotrle�•m•d_h7;VAl.Re�orr_1l-21-1Ldoc�� Prcge 4 CUP Revie�v;3715 l3%u��trttr 6��ulei�cu•cl(11-3530J Pluia�rin�Cuntnres,siva Rcy�o,•t; 11-31-11 , (cont). c�) The open storage area is screened and laizdscaped from adjacent residential z�ses and pzcblic right-of-way. • The applicant is proposing to erect a 7 foot tall fence to enclose the existing parking lot to the east of the building and the SW portion of the building that is being removed. Both areas are intended to be used for outdoor storage. Atop the 7 foot fence,the applicants propose to install 1' of barbed wire angled to the interior of the property. Note that existing fencing along the eastern border is only 6' tall, but it is already screened via a mixture of trees, bushes and other vegetation. Staff's preference is to have the applicants retain the existing 6' tall fence in this area supplemented with the desired barbed wire. Using the existing fence would ensure the current screening to the east for the outdoor storage is not disturbed. If the applicants insist on needing the addition 1' of fence height, staff would recommend as a condition that a planting plan be approved by . engineering for the eastern boundary as is proposed along the � � southern boundary. To screen outdoor storage from the north,the applicants will be expected to utilize slats or another screening � mechanism along with the proposed fencing. With the noted � improvements, this standard is met. b) The open outdoor storc�ge c�rea is surfaced with coizcrete or bitunzinous. • All areas proposed for outdoor storage are shown as being surfaced � with concrete or bituminous by the provided site plan. Standard met. c) The open otctcloor storctge area shall not be within any front yard or side yard abictting a public right-of-wr�y. The open outdoor storczge shall be setback five feet from all side and rear lot lines and shall not be located � within a utility or drainage easement. • The proposed outdoor storage areas are not within a front yard or a side yard abutting a right-of-way. All proposed storage areas are setback five feet from property lines and are not within drainage & utility easements. Standard met. d) The open oictdoor storage c�rea shall not zatilize nny reqz�ired off-street parking, loading areas, or access space. • While the proposed outdoor storage areas will be eliminating some of � the existing parking stalls, it will not be eliminating any of the minimum required parking, loading or access spaces. Standard met. O:IC'!'I%fiS',C)/tU;VO�/,m�d L•'s�;C'fiPs;?7Zi LF'avscztri/ioul�i°arrl /ti�crr�C'osipni+i�s!Rep--273.i lD'm_ara Kotrlerard_h'I;VA1,lic�orl_ll-?1-lLdoc.� Prcge i CGP Reixie�v;2735 6l"�r.�.zcrt�a 13nrrlcirc�rcl[I 1-353UJ PIu�lniu,��CarunissiorrRep�ii•t; 11-31-11 • � (cont). e) The open ozitdoor storage czrea shall not be a�sed for storage of hcczardoais li yzcids, solids, gases, or wastes. • As a condition of the permit, staff would suggest these substances be prohibited from outdoor storage areas. Standard met. fl The property owner shall keep c�ll oactdoor storage areas free of reficse, trash, debris, weeds, and waste fill. • As a condition of the permit, staff would suggest the applicant be held to these standards. Standard met. (4) No depreciation in value. The proposed z�se will not tend to or actasally depreciate the area in which it is proposed. • The proposed site improvements and full use of the building should tend to increase surrounding property values. With all proposed conditions met, we find no reason to believe that property values will depreciate. Criteria met. (5) Nuisance. Nuisance charczcteristics generated by the use will not have an adverse effect upon existing and ficture development in adjacent areas. � ` • Conditions proposed under other review criteria, if adhered to, should mitigate any potential adverse effects on neighboring properties. Criteria met. (6) Economic return. The a�se will provide czn economic Yetccrn to the commz�nity and be commensurate with other inda�strial t�ses for which the property could feasibly be z�sed. In considering the economic reta�rn to the city, the planning comnzission and city council may give weight to the sociological impact of proposed z�se, both positive c�nd negative. • All of the uses proposed by the applicant are anticipated uses within the industrial zoning district. According to the applicant,their market studies have shown a demand for this type of storage in the area, and they do not anticipate having any negative effect on a similar operation currently located in Long Lake. Criteria met. General CUP Review Criteria: (7) Consistent with the commacnity management plc�n; • The proposed use is both anticipated and supported by the comprehensive plan. Criteria met. U:;C'!'I'/fs,51UKUrV(T/,a��d Cis�;CL�Ps�272i�Yay�ata Boulerm�d_lfrer�+C'on�panies;Kep--?735 l6aycata Botrl�i�nrr!_h'l:\'AL fli�ort_ll-3l-I Lrloc_�� Pa�e 6 1 CL.'P Rei�re�r;?735 GI'ccvzcrtcc l3nrrlei•cu�c![l 1-3530J Plcrnrriu�;�Ca�tnrissiouRepnrt; ll-?1-11 (cont). (8) Complia�zt with the zoning code, including any conditions imposed on specific acses as required by article V, division 3 of the City Code; • Provided all conditions herein are met, the proposed use appears to be in compliance with all general zoning code requirements. There are no specific criteria for these proposed uses in Article V, Division(3). Criteria met. (9) Adeqzcately served by police,fire, Yoczds, eznd stormwater management; • The proposed use will be adequately service by public services and stormwater facilities. Engineering has reviewed the plans for conformance to prior site development plans, and finds the proposal will not impact � anticipated drainage. Importantly, the existing link between the subject building and the building to the west will be removed as the site is prepared for the proposed mini-storage business. Final details for stormwater drainage can be worked out during the building permit phase according to the engineer. Criteria met. (IO)Provided with an adequc�te water stcpply and sewage disposal system; • The site will be serviced by municipal sewer and water, and capacity exists in both systems to accommodate the use. Criteria met. . (II)Not expected to generate excessive d'emand for paiblic services czt pziblic cost; • The DRC did not identify any ways in which the proposed use would generate excessive demand for any type of public service. Criteria met. (12)Compatible with the sttrroLCnding area as the area is z�sed both presently and as it is planned to be used in the ficture; � • Adjacent land uses in both Orono and Long Lake are industrial in nature, and are planned to remain that way according to the applicable comprehensive plans. Conditions listed herein under separate review criteria will ensure the use will be compatible with neighboring industrial uses. Criteria met. (13)Consistent with tlie charncter of the sa�rrozinding area, ainless a change of charc�cter is called for in the commzinity managementplan; • The proposed mini-storage operation is consistent with existing and anticipated land uses on surrounding parcels. Criteria met. (I4)Compatible with the character of buildings and site improvements in the surroz�nding arec�, unless a change of character is cc�lled fo�° in the comma�nity manc�gement plan; • The proposed uses will result in an improvement to the character of the existing site in that all refuse and junlc on the southern portion of the property will be removed and subsequently replaced with fencing and screening of all proposed exterior storage areas. The resulting character of the lot will be in conformity with adj acent land uses both now and into the future. 0:1C'!"!'//i,StC>ROA�(T/,mvd(.'se',C'(.�Ps�2725 f6iry_at�rhnu(rrnr�l_/lvai�C'on�pm+ies;Rep--2?3.i{G'r�v�arn houl��ru•d_F'hV.9L K��nri_ll-?!-1 Ldoca� " Page 7 , � CUP Rcr�ie�r;?735 Fi ctJ-=atca Bnulcrcrrcl[!1-3530J P1crJ�rtin�Cnirtnrissiort Repof•t; 11-?1-11 (cont). • The existing parking area on the eastern property line of the site is proposed to be used for outside Storage as part of this use. As a condition of approval, staff is recommending that all such storage either be within a vehicle or on wheels. This will ensure the area is continued to be used essentially for "parking" rather than "outdoor storage," and that all materials could be moved quickly if need be. This will also ensure the drainage easement in this area is free of obstructions. Engineering has reviewed this proposal and finds that drainage would continue to work as planned given this scenario. • The proposed sign will be required to comply with all sign regulations in the Industrial district. Criteria met. . (1 S)Not expected to substantially impair the use and enjoyment of the property in the area or have a mczteri�lly adverse impact on the property valzces in the area when compared to the impairment or impact of generally permitted z�ses; „ • All of the uses proposed by the applicant are anticipated uses within the industrial zoning district, and the applicant has shown a willingness to meet code requirements related to screening and general site improvements. As all surrounding properties are guided for industrial type uses, we do not see any way in which the proposed application will impact "enjoyment" or "use" of adjacent lands. Criteria met. . (I6)Provided with screening and bz ffering ndeqa�ate to mitigate Lcndesirable views and activities likely to distzirb surrotcnding uses; • The applicant's site plan shows adequate screening will be provided to address all outdoor storage concerns. All other storage activities will occur indoors and should not create any undesirable views. Criteria met. (17)Not create a nz�ist�nce which generates smolze, noise, glare, vibration, odors, fumes, darst, electrical interference, general a�nsightliness, or other means; • Prohibitions on nuisance issues within the conditional use permit will eliminate the likelihood of these things arising lest the Gity take action to revoke the conditional use permit. Criteria met. (l8)Not cause excessive non-residential traffic on residential streets, parking needs thc�t caa�se a demonstrable inconvenience to adjoining properties, traff c congestion, or zensafe access; . • The DRC did not identify any ways in which the proposed use would create traffic, parking or vehicle safety issues. Mini-storage is not a use that generates excessive daily trips, and one or two on-site employees for the retail/rental office will not create an impact. The applicant has stated the grounds will not be used for staging of off-site activities (i.e. assigning duties . to moving crews). Engineering has reviewed the proposed storage areas and loading bays to confirm that adequate turning radii exist within the facility. Criteria met. � C).�1C"!'!'IffSl011U:1'U�l,ru��l C�s�1GCrPs�.372i�Va�°sarrr eoule,�ard_Itrnii C'aupauiestRep--273�4l'ay�nla.hoxlerart!_k7;\.4l,lfc�a�t_l1-21-1I.docx � �Ci�B cs CU'P Rerietir:37?5 l t icyzai«Bnrrlr��u•cl�11-3530] Plcrrrrting Cr�ntntissirirr Rc�pnr�t; 11-?1-Il (cont). (19)Designed to take into accoacnt the nc�tacral, scenic, and historic featzcres of the area aizd to minimize environmentc�l impact; • As the site is already developed, there are few opportunities to protect natural, scenic and historic features. Potential environmental impacts are being addressed via a reduction in overall hardcover to a level permitted by code, and conformance to engineering requirements on drainage concerns. Criteria met. . (20)All exteYior lighting shall be so directed so as not to cast glare towc�rd or onto the public right-of-wczy or neighboring residential z�ses or districts; and • The applicant's lighting plan shows how all proposed lighting fixtures along the eastern property line will meet the required 5' side yard setback, be down directional and will not impact adjacent property. Criteria met. (21)Not detrimental to the pa�blic heczlth,public safety, or generc�l welfare. . e The applicant's plans do not appear to include any aspects that will be counter - to public health, safety or welfare. Criteria met. C.U.P. RECOMMENDATION: APPROVAL WITH CONDITIONS Resident I ■ Staff is not aware of any resident concerns regarding this land use request. Concerns: A�lditional I ■ None. InfoYmation: Engineering City Engineer Darren Amundsen reviewed the provided plan sets and provided the Report: memo included within the packet. His specific comments are as follows: • The plans appec�r to indicate a new access/drivewt�y c�long the soaith side of the bacilding. We recommend reyuiring elevations for any new pavement at the soacth end of the east parking lot be mc�intc�ined or lower than the existing pavement. This area serves as the stormwater emergency overflow for c� large portion of the parking lot. • We understand that the link connection between this bzcilding and the bziilding to the west will be removed. Any grading along the west side of the building maist maintain or be lower than the existing elevations (withot�t the link structure) to maintain the stormwc�ter emergency overflow. • The c�bove two items may be addressed with the ba�ilding permit application. fJ•'�C'%IIF.'.S't0ltU;VUV,a,id(.:se',CUPs�Z7?i 4Vaa�cnta Rnul��:ard_liycrn Con�paui�s;Kep--Zi?.i 4Vi�v_nra 6orrl�rm•d_h'!,1'.91.I�epnrf_II-3l-/Ldocx Prrge 9 CG�P Reric tv;3735 GF'ct�zata Bnnle vcu•cl�!1-3530J Plar�rting Conantis,siorr Repo��t; !1-?1-11 (cont.) . Since many areas of tlae parlcing lot fi�nction as a stormwater emergency overflow, we recommend that oa�tdoor storage items placed within drainage and zitility easements and areas noted with c� thick arrows on C�ystal Bay Bz�siness Center I recortl drtcwing dated 1-8-10 be limited to wheeled vehicles oi�items that do not restrict the flow of storm water. • Plans are czcrrently withoa�t detailed design information however we estimate thc�t this projeet will disturb more thc�n 1 DO CY of material. Sediment cznd erosion control information meeting the�°equirements of Orono's City Code 79-7(c)(2) mi�st be saibmitted. The minima�m $2000 sediment and erosion control financiczl security shozild be reqa�ired of the owneY for this permit. In sununary, engineering finds the proposed plans are sufficient to recommend approval of the requested conditional use permit. Staff would recommend as a condition of approval that the engineer review all drainage issues at the time of building permit, and that the applicant shall adhere to all engineering conditions placed on said building permit. .�.,�.,.�.,�.,.,.,�,..�.,,,�„��,,.�.,�..�..� .��.,...�.�..�.�...,.�.�,.,�.�-.�.�r..� Co.n�clusion. - . � The applicant is seeking approval of a conditional use permit to operate a mini- storage facility that will include both indoor and outdoor storage, a small , retail/rental office, and the rental of Budget rent-a-trucks. Options: The Planning Commission has the following options: A) RECOMMEND APPROVAL OF THE REQUESTED CONDITIONAL � USE PERMIT (based on the applicant's submittals and findings of fact). B) RECOMMEND DENIAL OF THE REQUESTED CONDITIONAL USE. PERMIT(based on the applicant's submittals and findings of fact). _ C) TABLE THE ITEMS and request additional information. � ■ Based on an application date of 10-19-11,the 60-day review period for this application expires on 12-18-11. This deadline can be extended an additional 60 days if more time is needed. Tefnplate Denial • "I move to recommend denial of the requested conditional use permit based Motion: on the following findings of fact:" (not recomntended) . (provide findings to sz�pport yoaer concla�sion) [.):',C'l771:'.S',OltO;1+(TJ,rrivr!Usc�:C'C;'Ps,2725 dV'aycara lfoule�•arr!_llran C'anpaiiies',Kep--2??i 6l'r[ccnra B�trl�sard_h7:V.d1.lZepnri_ll-2l-II.rloc.s P�rge 10 CUP Ret�i.e�v;3735 !T'ut=zarrr.f3oulc�•rur![l 1-3530J Plcrnrrirr�Cont�ttissiort Repori; 11-21-11 Template Appi�oval . "I move that we direct staff to prepare a resolution of approval for the Motion: requested conditional use permit based on the findings of fact listed in the RECOMMENDED report analysis. Furthermore,.the approval shall include the conditions listed within the staff report as may have been amended here tonight." Recornmended 1. The open outdoor storage areas shall not be used for storage of hazardous Conditions: liquids, solids, gases, or wastes. 2. The open outdoor storage areas shall be kept free of refuse,trash, debris, weeds, and waste fill at all times. 3. All open outdoor storage shall occur outside of drainage&utility easements. 4. The existing link between the subject building and the building to the west shall be removed prior to the opening of the proposed mini-storage . operation. 5. All refuse and junk on the southern portion of the property shall be removed prior to the opening of the proposed mini-storage operation. 6. Storage of materials which produce smoke,noise, glare,vibration, odors, fumes, dust, electrical interference, general unsightliness, or other nuisances as defined by Orono City Code shall be prohibited. 7. Storage bays shall not be used to manufacture, fabricate, or process goods, to service or repair vehicles, small engines or electrical equipment, or conduct similar repair activities, to conduct garage sales or retail sales of any kind, or to conduct any other commercial or industrial activity on the site. 8. Individual storage bays or private postal boxes within a self-service storage facility use shall not be considered premises for the purpose of assigning a legal address. 9. All open outdoor storage shall be on wheels (e.g. within a vehicle, a trailer, or other easily transportable device). 10. Access deemed acceptable to the fire chief shall be provided at all times for emergency vehicles. , 11. Dry stacking of boats shall be prohibited. 12.No more than two employees shall work in the retaiUoffice store at one time. O.•;C;'!'!lh.',S".(')Kf.);\•'O�l.rrnd Us�',CUPs�,?725�Vapsatrt Hntde�•m•tf_Itt'�7tt C'oniparli�s:ll�p--?735 6Vr�t��ara houlevard_h'LV.91.Ril�nrr_I!-?I-I Ldocs Ptrge 11 CUP Rei�ie«•;1735 11�uv.:atcc Bn«levurd[11-3�3OJ Plcrr�rtrn�Cnnrnrissic>ir Re�ort; 11-?1-I1 (cont.) 13. The grounds shall not be used as a staging ground for deploying employees or assigning of moving duties. 14. All proposed signs shall conform to code requirements for signs in the industrial zoning district. 15. Landscaping plans deemed acceptable by the City Engineer/Landscape architect shall be supplied at the time of building permit, and shall provide required screening from the south and east as deemed necessary. 16. Fencing parallel to Wayzata Boulevard shall utilize slats or another screening mechanism deemed acceptable by the City Engineer. 17. The applicant shall provide a limited and updated survey and design south of the east parking lot and new access road to the south end of the building. Drainage shall be routed south for EOF purpose unless otherwise approved by the City Engineer. 18. The applicant shall obtain all necessary permits and approvals from the City and other applicable entities with jurisdiction prior to any construction. 19. Construction shall follow the survey and plans as submitted or as required to be updated by the City Engineer. 20. The City Engineer shall have the option to inspect the property at the � applicanY expense during the construction process to ensure on-going compliance with all engineering requirements. 21. The conditional use permit shall expire one year from the date of resolution if the use is not established; City Council approval will be required for any subsequent extension. . cc: Michael Seeland,Applicant Casey Hankinson, Applicant's Representative 0:1('%l7h.`S",OROrI+('l�l.rnad C.'se',C'C.�Ps�2725 Wnyzarrr Boul�,�m•�!_/�var�C'oniperniestRep--272.5{Vm�ram Koulerard_h77�'.91.Hc�orc_I/-?I-ll.docs . 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DZ N � ZCn-Itn � �� ^^ -p � r� � � c�on�,"�, Cfl� � Z� c C $ ��.Zrn)D z �p fD � ..�.�J 3� � � D �c3R�c � 3 N � � D � (n� (D r+ �'� ��y � ' �"`�S � D � ZNED �� `G �� Y3 • � n n�.a'ao • fn _ Rg.. � � y>Zj D—ml ,.��.,_c�o �F rn � ' oa�ea m � F� K ° �° r � ; g �W;� c�o o �� .� , � Z s�� T J D� Z m � rE� �� , fi � N ;N��$' � 3 f W O N N �� • ( . � I � � I . . { I I rn W m$aQ � 6�i PC Exhibit F (j'="y Stantec Consulting Services Inc. ,�- 2335 Highway 36 West , �;; St.Paul MN 55113 Tel: (651)636-4600 Fax:(651)636-1311 ,7�nt� .�'BOtlf'SfC00 ;� . . ..e.. November 9,2011 Melanie Curtis Planning and Zoning Coordinator � City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 2725 Wayzata Blvd File No. 000139-11000-1 . File No. 11-3530 � �Dear Melanie: We have reviewed the plans for the proposed storage facility at 2725 Old Crystal Bay Road. The plans are dated 11-02-11. We have the following comments with regards to engineering matters: • The plans appear to indicate a new access/driveway along the south side of the building. We recommend requiring elevations for any new pavement at the south end of the east parking lot be maintained or lower than the existing pavement. This area serves as the stormwater emergency overflow for a large portion of the parking lot. • We understand that the link connection between this building and the building to the west will be removed. Any grading along the west side of the building must maintain or be lower than the existing elevations(without the link structure)to maintain the stormwater emergency overFlow. • The above two items may be addressed with the building permit application. • Since many areas of the parking lot function as a stormwater emergency overflow,we recommend that outdoor storage items placed within drainage and utility easements and areas noted with a thick . arrows on Crystal Bay Business Center I record drawing dated 1-8-10 be limited to wheeled vehicles or items that do not restrict the flow of storm water. • Plans are currently without detailed design,information however we estimate that this project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. If you have any questions, please call me•at(651)604-4894 or send an email to darren.amundsen(a�stantec.com. Sincerely, Stantec ��, 1 , �1� � Darren Amundsen cc: Chris Mattson • • ► . PC Exhibit G Y 5341 MAYWOOD ROAD CIY'Y O�' MOUND MOUND, MN 55364-1687 .PH:(952)472-0600 , FAX:(952)472-0620 , ' �EB:www.cityofmound.com �O��°Q�� November 7,2011 IIIO�/ U g G�r Ms. Melanie Curtis, Planning and Zoning Coordinator ��T}'p l City of Orono F�R�NU 2750 Kelley Parkway Orono, Minnesota 55356 RE: Conditional Use Permit Application from Metro Self Storage Submitted to City of Orono Dear Ms.Curtis and members of the Planning Commission and City Council: - I have been made aware that Metro Self Storage is involved in the process of obtaining approval to convert an existing industrial building into a self storage facility in the City of Orono. I also understand that outdoor storage is a part of the requested conversion. In 2005, Metro Self Storage was involved in a similar project in the City of Mound which involved conversiori of a�portion�of an existing industria1 build'ing,which is commonly referred'to�as the "Tonka Toys" or"Toro" building,to be used for indoor storage�and also�included area(s)-for outdoor storage and truck rental. Additionally, in 2008, Metro Self Storage purchased a portion of the building's north parking lot that was being used as its exterior storage facility which required waiver of platting and subdivision exemption approval. As the project is zoned I-1 Planned Industrial Area, use of the property for both interior and outdoor storage use required Conditional Use Permit issuance. Since that time, Metro Storage's businesses have been successfully operating for several years and are in excellent standing with the City of Mound. It is important to note that the building and outdoor storage areas improvements have been positively received and well maintained. The businesses aiso provide appropriate storage options for our community residents as we continue to address concerns over outdoor storage in residential neighborhoods.The ability to have enclosed storage for personal property and to have surface lot parking for boats, RV's,campers and trailers in a controlled and secure environment has been a welcome addition to our City. Thank you for the opportunityto share this information regarding our experience with Metro Storage and I encourage you to contact me if you`have any questions including the information contained in this letter. I can be reached at 952-472-0609 or by email at Kandishanson@citvofmound.com. � Sincer ly, , ��.t �� Kandis Hanson City Manager � �printed on recycled paper RUN DATE: •10/14/2011 HENNEP[N COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS1) pC Exhibit H ' 38 33-118-23 12 0002 • 38 33-118-23 12 0008 38 33-118-23 12 0009 PROFESSIONAL PROP ORONO LLP BERKSHIRE PARTNERS LLP FIRST COMMERCIAL BANK 2765 KELLEY PKWY 2745 KELLEY PKWY 2635 KELLEY PKWY PROFESSIONAL PROP ORONO LLP BERKSHIRE PARTNERS LLP FIRST COMMERCIAL BANK 835 PARTENWOOD RD . 835 PASTENV✓OOD RD 5800 84THB ST W LONG LAKE MN 55356 LONG LAKE MN 55356 MINNEAPOLIS MN 55420 . 38 33-118-23 13 0002 38 33-118-23 13 0015 38 33-118-23 13 0016 LONG LAKE PROPER'I'IES LLC WJM PROPERTIES LLC RYAN COMPANIES US INC 2687 WAYZATA BLVD W 2605 WAYZATA BLVD W 430 OLD CRYSTAL BAY RD N LONG LAKE PROPER'I'IES LLC V✓7M PROPERTIES LLC RYAN COMPANIES US INC 601 CARLSON PKWY#350 ATTN GREGORY W WAGENER 50 IOTH ST S#300 MINNETONKA MN 55305 12550 WAYZATA BLVD MINNEAPOLIS MN 55403 MINNETONKA MN 55305 38 33-ll8-23 13 0017 38 33-118-23 13 0018 38 33-118-23 13 0019 � RYAN COMPANIES US INC RYAN COMPANIES US INC RYAN COMPAAIIES US INC 450 OLD CRYSTAL BAY RD N 550 OLD CRYSTAL BAY RD N 2725 WAYZATA BLVD W RYAN COMPANIES US INC RYAN COMPANIES US INC RYAN COMI'AIdIES US INC 50 l OTTI ST S#300 50 l OTH ST S#300 50 IOTH ST S#300 MINNEAPOLIS MN 55403 MINNEAPOLIS MN 55403 MINNEAPOLIS MN 55403 I CERTIFY THAT THE FACTS REPRESENTE�ARE qCG� TE AND.. UE REPRESENTATION OF INFORMATTON AS IT APPEARS THIS DATE O1N THE RECO S THfi H IN COUN Y TAXPAYE SERVICES DEPARTMENT. DATE: ilt.T � �t L��,I BY: . � � � /.f i i % r RECEIV�D OCT192�`:1 CITY O� ORONO ... R.;r AY . . . � d i � � Date Application Received: 10/19/11 Date Application Considered as Complete: 10/28/il ' � 60-Day Review Period Expires: 12/27/il To: Chair Schoenzeit and Planning Commission Members Jessica Loftus, City Administrator � From: Melanie Curtis, Planning&Zoning Coordinator�r" Date: 15 November 2011 Subject: 11-3531, Lori Gherardi on behalf of Wolverton Place, LLC,4550 Wolverton Place Public Hearing—Subdivision Review Zoning District: RR-1A One Family Rural Residential District(5 acre/200' width) Existing Lot Areas: 9.78±acres dry , + 0.27±acres wetland* 10.1±acres total Application Summary: This application contemplates subdivision approval to create one additional 5- acre lot. Only one new, additional building site will be created. 1. Tract A is proposed to contain 5.05 acres total; based on the submitted wetland delineations only 4.8 acres of this lot is dry buildable. * 2. Tract B is proposed to contain 5.05 acres total; based on the submitted wetland delineations only 4.98 acres of this lot is dry buildable. * *Note: The applicant's surveyor is currently calculating the dry buildable acreage based on the wetland delineation report which has not been certified by the MCWD. If the MCWD certification concludes that the wetlands along Wolverton Place are not incidental and are subject to WCA regulation this will result in less than a total of 10.0 dry, buildable acres(and less than 5.0 dry acres per lot). If this is the case,this subdivision cannot�o forward. Staff Recommendation: Staff recommends tabling the subdivision subject to the conditions noted within the report. list of Exhibits � ExhibitA- Application Exhibit 8- Proposed Survey Exhibit C- Emails from Applicant—Driveway&Conservation Design ' Exhibit D- City Engineer Memo: ExhibitE- Wetland Delineation Report Exhibit F- Emails from Applicant—Wetland Issues Exhibit G- MCWD—Notice of Application Exhibit H- Summary of Estimated Fees Exhibit 1- Letter from Staff-10/24/11 ExhibitJ- Aerial Photos Exhibit K- Conservation Design Code Sections Exhibit L- Comprehensive Trail System Map(CMP) Exhibit M- Plat Map Exhibit N- Property Owners' List } � F 11-3531 15 November 2011 Page 2 of 5 SUBDIVISION REVIEW Conformity with 2010-2030 Orono Community Management Plan The proposed subdivision is in conformity with the guiding of this area for single family rural residential development at a maximum density of 1 unit per 5 acres. The proposed development generally conforms to the 5.0 acre dry-buildable, 300' width standards of the RR-1A Zoning District. Primary and alternate septic locations for each lot will be required; preliminary designs have been submitted and approved by Willie Gibbs,the City's Septic Manager. Relationship to Surrounding Development The proposed single-family development with 5 acre lot sizes is consistent with existing development in the surrounding neighborhood.The surrounding properties vary in size between 3.8 to 8+acres: Conformity with Zoning District Lot Requirements The property is in the RR-1A, One Family Rural Residential District, which allows for single family rural residential uses with a minimum lot size of five dry buildable acres. Under a standard subdivision process, each proposed lot would have to contain the minimum of 5.0 acres of dry buildable land. The � current survey depicts 2 lots with a conforming density of one lot per five dry acres; one new lot is proposed. � General Site Characteristics The site contains an existing home, driveway and two separate wetland bodies. Wetland delineations have been submitted and are under review for approval by the Minnehaha Creek Watershed District. Proposed Tract B contains the existing principal structure. A gazebo exists along the north property line • of proposed Tract A as well as the current driveway access to the home on Tract B. Lot Layout and Lot Standards The property is located within Foxfyre Estates and is bordered by McCulley Road on the west, Wolverton Place on the south, and on the east by Chippewa Third Addition. The Painters Creek development exists across the Luce Line to the south. According to the RR-1A Zoning District standards, each of the lots must contain 5.0 dry acres and meet a 300' width requirement at the road or the 100-foot principal building setback. The proposed lots lay out as follows: Proposed TractA: . The subdivision will result in ±677 feet of frontage along Wolverton Place for Tract A. There are a total of 9,240 square feet of wetlands on the property. An 0.045 acre•wetland along the northern property line and a 0.16 acre wetland along Wolverton Place. As proposed, and until modified by the MCWD, the property is will have 4.8± acres dry, buildable land; 5.0 acres dry, buildable land is required. Potentially, all of the required RR-1A district lot line setbacks can be met. Proposed Tract 8: This lot is proposed with ±474 feet of frontage along Wolverton Place, contains - 4.98± dry acres in area as well as the existing home. According to the wetland delineation report, the property contains a 0.06 acre wetland along Wolverton Place. As proposed, and until modified by the MCWD, the property is will have 4.98± acres dry, buildable land; 5.0 acres dry, buildable land is required. The .T � i 11-3531 15 November 2011 Page 3 of 5 existing home on the property is proposed to remain at this time. The access to Tract B is currently via the existing driveway which cuts through proposed Tract A. The applicants have shown a proposed driveway entirely on the Tract B property. All required RR-1A setbacks are currently and can reasonably be met - if this lot is redeveloped with a new home. Wetlands on Site and/or Impacted According to the submitted survey there are three wetlands on the property: one on the northern property line of Tract A is shown on the City's wetland map as a Manage 2 wetland requiring a 25 foot buffer and is approximately 1,970 square feet in area; the two wetlands along Wolverton Place are not shown on the City's wetland map these wetlands total 9,965 square feet(0.22 acre).The wetlands were delineated this year. The MCWD must approve these delineations and determine whether or not the wetlands along Wolverton Place are incidental ditch wetlands and not subject to WCA or the City's buffer requirements. Once the delineations are approved and the functional assessment conducted to determine the preservation classification (if applicable), the appropriate buffer widths and setbacks should be indicated on the survey. In the event the wetlands along.Wolverton Place are determined to be subject to WCA regulation the total acreage of the property to be subdivided will not meet the City's minimum dry buildable acreage and the subdivision should be denied.* The City will require a Flowage and Conservation Easement over all wetlands and buffers designated on the site. Road Layout and Standards One driveway currently serves the property; the applicant is proposing to re-use the existing driveway for Tract A and to create a new driveway to access the home in Tract B entirely on the Tract B property. Park/Trail Easement/Fees or Dedication Needed Orono's Comprehensive Plan indicates that a future trail is proposed along McCulley Road. The City has � not determined on which side of the road the trail might be developed. However, Planning Staff recommends that the dedication of a 10' wide trail easement be required along McCulley Road on Tract A as part of this subdivision application. The Park Fee is determined as 8% of the fair market value of the land being subdivided, or a maximum of$5,550 per residential dwelling unit.The City Assessor provided staff with a fair market value estimate for this property which results in the application of the maximum per dwelling fee.Staff has determined that as there will be one new dwelling site,the total Park Fee will be$5,550. Road Improvements and/or Easements Needed The City requires standard perimeter, drainage and utility easements around all property boundaries in the subdivision as well as Conservation and Flowage Easements over the delineated wetlands and wetland buffers.These easements should be shown on the final subdivision survey. Establishment of wetland buffers and buffer setbacks will be triggered for the lots containing wetlands. Stormwater and Drainage Improvements The 10.1 acre development is subject to the 5-acre Stormwater and Drainage Trunk Fee. The total SWDT Fee for this property is$2,660 per acre x 10.1 acres=$26,866. Utility Locations and Availability The subject property is not located within the Metropolitan Urban Service Area (MUSA);sewer service is �not available to these properties. The properties are proposed to be served by septic systems and private wells. All septic systems must be located 20' from all property boundaries, 20' from structures, ] � T 11-3531 15 November 2011 Page 4 of 5 hardcover and the delineated edge of wetlands. Private wells shall be setback 3'from structures and 50' - from septic systems. Rural Oasis,Conservation Design&Woodland Impacts The property consists of an open hillside with perimeter trees and three wetland bodies. The Rural Oasis Study and Conservation Design Master Planning process has been formulated to help determine on a case-by-case basis what natural values should be preserved. The purpose of Conservation Design is summarized in the Conservation Design ordinance as follows: The City of Orono as a result of the Rural Oasis Study conducted in 2005 finds that there is an intrinsic link between the natural systems and the valued scenic character that exist throughout the community. The requirements of this conservation design ordinance are meant to preserve and enhance tfiis ecological/aesthetic character by requiring: (1)protection and enhancement of drainageways and water quality; (2J protection and enhancement of ecological communities; � (3J reinforcement and establishment of ecological connections throughout the city; (4J augmentation and preservation of viewsheds including corridor enclosure and buffering; (5J preservation and improvement ofviews;and (6J preservation or reinterpretation of local landmarks. Conservation Design is defined in the ordinance as follows: Conservation design means a two-phased approach to design and development that maintains or ' improves ecological assets, provides infrastructure that works with the land, and incorporates people's instinctive desire to experience nature. Some conservation design strategies include: identifying and avoiding sensitive natural features, planning roads along contours, allowing lots to border natural open space, integrating ecological stormwater management, using smaller lots, and educating developer and buyers about the ecological values of the landscape. The first phase entails an inventory and analysis of the potential development site's natural features, existing land uses, and wetland delineation. The second phase entails analyzing the design implications of the findings from the initial phase, alternative stormwater design, and a conceptual design for road and lot layouts. Issues for Discussion Conservation Desi�n: In January 2010, the City formally adopted a Conservation Design Ordinance. This ' proposed subdivision is required to conform to the standards outlined within the Conservation Design Ordinance. The developer should develop a plan which identifies and outlines measures for preserving the ecological assets unique to this property. This plan should be submitted to the City to be reviewed and implemented prior to final consideration of the subdivision by the Planning Commission. Access: Staff recommends requiring the existing driveway access to Tract B be abandoned and a new driveway be reviewed and constructed as part of the subdivision approval. Staff Recommendation Staff recommends tabling the subdivision application subject to the applicant meeting the following requirements 1) Compliance with the City Engineer's recommendations. 2) Submittal of MCWD approved wetland delineations and functional assessment for all wetlands on the property; 3) Confirmation that the property contains a total of 10.0 dry, buildable acres; C ' G 11-3531 . 15 November 2011 Page 5 of 5 4) Submittal of a conservation design plan which meets the requirements of the Conservation Design regulations for review,approval and implementation; and 5) Submittal of a revised subdivision survey indicating standard perimeter drainage and utility easements as well as conservation, flowage and drainage easements over all wetlands and wetland buffers on the property. Additionally, a 10' trail easement should be shown concurrent with the requested perimeter D/U easement along McCulley Road. Planning Commission should discuss the staff recommendation, provide direction to the applicant and table the application. . � '.R i t �-�� '�M y, '°4t,y �� . +��. ' >;�S ,tj � '� + � ` �.,��" PC Exhibit A r ,�� ;;��:�. ; wt i . s:�Y�' r i"�;,.'`�sss F ��y� ;�� C�ty of 4rono .�� . . ��:�_�� Subdivision Appf�cation �� Application# //-a�3/ Street Address: 0 2750 Ketiey Parkway Date Received: / �i'-// '� �' Orono, MN 55356 Amount Paid: ,� o'��- � 0 0 st�tt: .vi� Main: 952-249-4600 Fee: '� -�D v � , �, fax: 952-249-4616 Renewal: ,� G�`�' Marling Address: �� Crys a�Bay, MN 55323-0066 This appiication form must be completed in fult. PROPERTY INFORMATION: �� 2� ��,Gc�Q ��Y+,c� �r✓ Sb^3 S�J Site Address: � Property Identification Number(PIN): (Attach iegal description to appfication if not i�fu �� on the su Abstract or❑ Torrens, please check one Date Property Acquired (monthlyear): Present use of properly: 18�Residential ❑ Oth Zoning District: APPLICANT INFORMAT.ION: (Complete legal1nra�mes and marital status required for each interested party) Name: �� " � Phone(work): ! a.� ' Phone(home): � r' Address: �� '� a` — Email: �� C' e.r qr aL;�=�na_. C Ar*� Fax: / /'`�— OWNER INFOR TION: (Complet legal names�d marital status required for each interested party) L. S �en s -Name: . Phone(work): a+� J " Phone (home): M �, S.. Address: a� � F�; � EmaiL EXISTING LAND USE: �t� V�f,�' , C��' J�'1 �" ��''p� `��Ph e�S�1 Number of Tax Parcels: Acres Dry Land • Development Size: ` Acres Wet Land � � Acres TOTAL, all parceis Present Use(check one) � Residential; Number of Units: ❑ Other. (Specify) Present Zoning District Proposat: ❑ Division for Tax Purposes ❑ Lot Line Rearrangement Only(no new building sites) � Subdivision for New Building Sites Existing Units Number of Building Sites New Units Total Units `D . Proposed Gross Density a Units per � Acres Minimum Lot Size Square Feet Dry Buildable Land Proposed Use(check) Residential ❑ Other(specify) Subdivision ApplicaEion Last Updated: November 2010 10 OCT 19 2011 � C��JF OFtONO �v�"��.r� �� ; , ��,�� ,��r x� r� 5.� .� �x��5,� �*' . �r ?�{,ye�'*2j'1,�+t�`qn4�,�`.,�.�, t`"�'i;�„��i';S'L�'rt y� . t'w ,-v�,�f+��x .y 4r � ° � ''� ' � .'�`Y _ . � . . K�"s^I1`��'^�;'�ri . ��r�� . � ��;�� .;�t AI9ATERIAL REQUIRED FOR COMPLETE PRELIMINARY APPLICATION �;-�.<`w'��`� ,;�ayment of fees(refer to"application fees" listed below). � ,��- • � �r:�� t, Completed application form. :'J�' , '+ � ; , Preliminary plat in#ormafion on Certificate of Sunrey. = i� 4: Certified Property Owners List of owners within 350' (you must obtairf this fist from Hennepin County epartment of '� ;� Finance, Govemment Center,A-603 300 South 6"rStreet, Minnea 'lis, telephone 612-348-5910). � As an addendum to this application, please attach a separate f' t of any other persons you ' h not�fed of this application. MINIMUM MATERIAL REQUIRED FOR COMPLETE FINAL APPLICA 1. Payment of fees(refer to Preliminary Subdivision Approval resofution and park fees if applicable). 2. Signed Certificate of Survey or mylar copies of formal plat. 3. Title opinion. _ � 4. Easements, covenan�s, etc. 5. Deveiopers Agreement and Letter of Credit. � ` APPLICATION FEES(Zoning Administrator to check[X�those which apply) A. Application Base Fees: � � �/ti � TOTALS Sketch Ptan Review(Class 1, II &ill) $350.00 ,�L k� . . Subdivision ofi a Lot Line Rearrangement$700.00 � � � Subdivision Appfication(Class I & II) $700.00�' Preliminary Subdivision Appfication�850.00+ $30.00/lot(Class II{ &all non-residential) Final Plat Application (Class II{)$700.00, PLUS legal and engineering costs Park Fees(to be determined per Section 82-227) Legal and Eng�eering Review Fees (as incurred) � Renewal of Class I, II, & III Subdivision and of a Lot'Line Rearrangement Application $350.00 B. Special Improvement Fees: � Proposed Private Roads$650.00+ $.50 per lineal foot; lin. ft. x.50=$ Proposed Public Roads$950.00+ $.50 per lineal foot; lin.ft.x.50=$ Request for City to Accept Existing Private Road $950.00 Proposed Sanitary Sewer Main Ex�ension$275.00+ $25/stub Proposed VVatermain Extension$275.00+ �25/stub • Proposed Storm Sewer System (excluding culverts)$250.00 On-Sfte System, Site Evaivation Review(applicable to rural s.ubdivisions)$60/per lot x_new lots C. Flexible Application FeeslMiscellaneous Fees � Variance$700.00 � � Vacation of Pubfic Road$100 per benefiting property($700 minimum per application) Easement Vacation Associated With a Subdivision$200.00 PRD Appfication with Subdivision $35.00 per dwelling unit � D� Application Escrow The applicant hereby agrees to provide all information required or requested by Planning Department Staff, City Engineer, City Attomey, Planning Commission and Council necessary to process this applica�ion and further agrees to pay all additional fees established by ordinanc \ � .�,� r ""`°"l� Date: �U/�1�� Applicant s Signature: Owner's Signature: Date: �C� Applicant must have all submittals into the City Office 25 days before the Planning Commission meeting. Planning Commission meetings are held on the third Monday of each month. Applicants must be present at all scheduled review meetings of the Planning Commission and Council. If an applicant is unable to attend a scheduled meeting, please make arrangements to have an authorized agent at�end in your place and to advise the City Planner assigned to your project of this change prior to the meeting. Subdivision Appfiqtion Last Updated: November 2010 � ��v�'Y�D 11 OCT 19 2011 . CI�(�F �RONO- Certificate ofi Survey r � Prepared for. L ori Gh erard i . ., �,: :; - �.• � _ . .� ._._.-� .�- �� :;� � � rr, ° �._ �� y'� i � l •I•JjJl / r ,�` � ! . � ' �•� ,� �� f � : t' � t i i ` ', � ' ,�,,,ri.t✓'' ,. � - `;` � t/Ed.,g�_,of Wetland�`�--,��-._._S 8�6'�0-�"- W��7�'�9,� �lZlat� f '',.:r �' ',1 �'',,'� ? ' �� `''r :•,..�. -� { r' � , � �;��r}.�., -- -�:-_ r- ' i i' _ - '� t _ �- "1 �, ,�•� 1 � `t � �' i``J l '.I .f'''' �'--=lYr�7, � ��rr-,_��us.... !. �.� >f +� \4 .�l° 1�� }l f, i� i f � r, '' h�� _...- , ,� , _.._� - _ . . : . - . �. � � �• r.� �i Y s3'_ ... .__... "_'" '_V � / .. � �,..,,. ..,..Yr ."�'y a.,n... . . ... .... ,. . .i .i. 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I q r 1 � � . y � ,.... d1 6 �t, t t �.` � \ i � � � � � �1��t'�`'�,� i-� :.� - ' � r I o �� . *-.C:? _ � t 1 � � jl �t ' P�OP .� 4 r t� �� } �x,�` R � i t��ti 3�� `�� EXIS{. �, - -�_ . FJ,��ft. �jr-.� ` � I�i ,f � `t '•... ```- � P�t• �\� `.l `t � i t �,� .�(v�1�; � '�'�� ; � ;y'., �House r �I` ._ � ' t '=� �'`�, pt� � , �. 9�b-,2� � � + '4 ;�� e S 3 ',� tl t� ,c,�Y. l��h� 5 �,y 1 ,�4 � J� � �_I- t�_�_ r . I O i� � s�� `� ��\ �`` �`� \ S � � '! ,+� �i � ' ��'�' 13`7�F .._ ,�' . 5,930 � � • t , , 1 ;�,, , `t/'i�. � w--�• �;, •- j� ,� a `��'1 ' ? '.Q �. � ` • �`�titi�' _ -.� `•, pp. 1,290� a �',. ` \LD�a1 . �.. � 1 • !� � , t i , ,,`t. � - ' N . !' `� r '�\\ cfl '� °� �'. � ` '`� ��'� '• 1 � ' � D� D�' ��; �� `�� .�,.� ti ..��°._-�-,� �` -� rN_. 1,os5, , .� �' � � �x � �� 1 �; , l ,�, � 4 � z ' '`,.'•' '-��,. `'o � � .o. 1;00,0 �`- �'�� N J+ �co ,�,• � � '`� ,c�sc�j , .� t , ..•�'+�'�'` I� «�. ../ � �. IF o, � _ ��` .+�� \� •� O� �i) z roP. ` , ` ��..1 ,'1 �w"!.�`" �'.�,...,,...y O''+.� -.�.. 2'6.15 ��^� � � �,�� .� p, � �` ` , Sepfic, � , _ _...� - _�. ;" t 'b.o' ` � .\ P marC� �_�� '.,�� .,..�a System ��\`w.,i .. - '200 3 `� `�' __�. '��° �:`g�7:�� s,e ' . �o ! '; `ti '�. .82�, � �`-�P� _.sed Trac�.B `' - '7,750 4 �. l•. \� 'o. ,.� �y t ` � t � ,; 1 � `� j, ' � � ''� ~-� �'' .._ _�---- I .r � '4 � . � � ;ti � �. `� , , � �. (5.05�..,��: � f 1 � _.. '�, '� ,'"�j'a ,`'. `� �� y � �.� `� t t` so`: A'PPrbx � �� .��;.i,'��. `/��. -�--�� ' _ .. .•- �9,830 };,,� (, a r�° . :�` \� . iV;'� i \ �, ` Drbin�.Field�• �: �'< ��-..� _..._.._ _ •__-, , + � � ` -w � �` �' � '' St 1� ` ' ti -.� '�\`� / /~' ,. .., ..._.,.._ . _ 6:t39": f � r .�:. �� r `O�'ti `, '�, `i ��` �� i �Per sketch\t ` __l_...� � - - -• � f ! 'I j � � �'. � `�, ~�by,.othe�)._ .� � �� ` _� ..5�__ .. , : - . ,, � ,. f , �.. ., � ` , `'• �� " -.. __ .,_�. , , , ..�.. �. / .�` �`' •.,� � �� `� � .,,� t `•,\ ...:\.�� . . . �,. . . . � ._ �ver (sa. ,:ft )., , :�� ` \�,.�.J�. y ` a, ,� � �� '� � , ��_ i� ..._ ,. , � •. ,. . . . _ ., � , . . . _, . , . . , , i Jd /, ` `. \ .� / ..�,, P E7f�.._`. lb',11 C1 •�•. , � • r��, �� . � . �,,` '� ,h ,, � \ .,. y A �. y+ �4 739., - �..` ,`,� � -1`,�C O�'• , �`�l� , .� �. ,� , � �j�e�o�i, ;•.... _,q�.b. ��. __.._. _.. - .., .. , ; . 'ti•� �'�� cQ�?� �� `,,` •., t� `�� ✓`�_T_; �� S �'y*'•s �' •• (J,5�� : ` ` � �� ' ,\ \ t '/ � t.. \� \•_' �5,;930 • �"' :,� ,• ,., `�' '�? c�_ ``�, ., \ �•� ,�� 1 J• __.._:_.. , : . . . , � . \ ry t J ...__._��._, ��c^ . •L / � ..�.J"`"4 1;290�';' � _<•r `°'L,.. _f�;,.. �'�,, �,�� ..,,�.�.`\, �' o`' � i - -• _. ,. : . � T r I �' *•i.Y .+-i . ` k`Y's�H .�6 � �"ti,�*�'t."\..'`.��O / ~ I � `` ,7 r1;��, S '~'`�"'� !a -�?��'" ,�\ '' \;,'�`,'�`��,4 � • .. ... -.. _.._. - � "Y � r �.� �`' , /,�'Q •, k., '., ,,.,,I. ,, ., ti Q:�.`-_. 2,615 `'�t ? i �`� C `'�--�.� �� ~��`�� •`� -�-_. i `• � --- ' _ ' 200 i i � � �'s � . �. Edg.e�of..�h'and =3� __ _ `'- � 1 I � - '8,469 �• �. � � t °,s� �:ti "� _ -- -�___� _� �-..... -� � ... �� `• �� f,. 4. Q� ��,Z�� r" �+ p .�.� 9,9�J� I`"��' _s� �= � � � {� � � � � �.,\��23'QOn J� CJ9•3�.20 :. � Plac�� . tj` ;` , { ,( ;; � ` -\�.,.2`�DO --- - 232 89 (pl a#) 2.99 �- S ;t � � �� k { f i� '` - ~• - � .:_. �� =+4 l � y: :,,r' J � �� L r r, _::,;;�:'..:p.--` -- ~ . .�w � _'- �... . _ I ,° � . . � . _ . Hardcover Colculotions (sq. ft.Z• Site Address: 4550 Wolverton Place Exisfing House 6,110 Orono, MN Bituminous Driveway 9,520 Con c�e te (fron t) 5,930 Deck i,290 PlD No: 31-118-23-31-0005 Concrete (reor) 1,085 . Playground � 1,000 ��e�d Misc. Underlain 2,615 Total Parcel Areo: 439,830 sq. ft (10.10 Ac�es) • found lron Monument Gazebo 200 Total Hardcover 27,750 . � Existing WeII Total Areo 439,830 Notes: Topographic contours on this survey were Percenf Ho�dcove� 6.39' p�ovided by City of Orono for informafional purposes only. _ , Wetland delineation and p�oposed septic __ location information p�ovided by Jacobson � Environmental, PLLC SCALE too o so too 200 Description (supplied by client) Lot 1, Block 1, FOXFYRE ESTATES, - 1 inch = 100 feet according to the recorded plat thereof, Nennepin County, Minnesota. Subject to ony and all easements of record 8earings based on assumed datum. Job Number. 7357 ��OS�� a I hereby certify thaf this certificate of survey was -� ��,�1 � � prepared by me or under my direct supervision and Book/Page: LL that l am a duly Registered Land Surveyor under the 1, laws of the Sfate of Minnesota. Survey Dafe: 10-14� F �/q � ��Y'�� , Drawing Name: gherardi-L1-B�-FOXFYRE.dwg Drawn b . KLB � '��. . Y --------T--- Y // -�-------------- Re visions: f0-i8-11, 10-19-i 1, 10-24-11, � Ke!l Brouwer n � �/ �� rn k Dofe: ____�_r_____,!_-- Regisfrafion No. 48328 �0-28-1f, 10-31-11 (odd wet/and setbacks, � 763-972-3221 8997 Co. Rd. 13 SE a� www.SchoborgLond.com Delano, MN 55328 �ev. prop. driveway location/hordcover) � 'rint , c ._._._v.....______._.._..._....�..__-•-.Y._..___,_...w_._.__._..�.__..�....__...__...___..__._.._.._..�___...._..__.__.>.�..,..._.___,....__.�_..._.___...�..___....�._.._.._._..__ PC Exhibit C � -� Subject Driveway FromM..^-'LYNDAJD'HEILLY(dheilly@lakedalelink.net)Mµ._.........,..._...__..._..�,.__..,....,w�..�._,.-•---.._......M_......_,................�.. .....---'��a��_ .�.___.._._. !% To:_«_�lorigherardi@yahoo.com._......._.__......_........._�..._.........._....__.._.Y.......,__...,..._._-____..��,.__.._........___._..._.__._._�.._.._..._.w..__.__...�..._.N��__-!�_�2011��__..___. Date: Friday, November 4, 2011 11:02 AM — p�p :...�.._.......r.�.,_.___._.�._....._.._.........�,�„M.,...,........_......w...._...,.,_,...:_...r........._.,._._�.......__..._..r...�...R....._..............m.,_......�...._�.._....__.....r.....�B��e�.. ori • �er our phone conversation I took a look at possible routes using the 2% for the first 50' and 10% after that. Following is a couple of ossibilities with that criteria in mind. irst is to have a winding driveway coming up the East side of the property producing a driveway about 475' long. This will give us the :ngth needed to meet max. slopes. econd would be to come up the west side of the building and tie into the existing driveway where the two existing driveways come �gether. This would give us plenty of distance for the grade change. .,� . hird is to use the existing driveway and have a shared driveway. lease call if you have any questions. �ary D'Heilly P.E. (#22426) 20-224-1169 �ttp://us.mg4.mail.yahoo.com/dc/launch?reason=ignore&rs=1 11/4/2011 Yrmt� � Yage 1 of 1 _.._.�.---....,,_..___._._._�._.�.__...._�.._�..��.,..��_..._....._....�.....�...__�_._____._._......____...__._.,__..__.._.._..w.._._.....__.,_.._�._..._...�._.___..�...._._.,.._.__�.___._________.__._.__.. Subject Driveway ....,... ...,..,,__..._......... ........_,__ . , . ..__........ .......__.._ .. From LYNDA D'HEILLY(dheilly@lakedalelmk.net) ...w.. ...,,_...�_�._..,_.,.__.. .....,..._... _.,.,._ .,,........._. ...... ,...�._.,_,......r_._._......�. . ....uw..., ..,.. ........_...,. .. ,. .�..�....,.._u. _. .,..._ ..., . .__� ��,_..._.___.� To: lorigherard i@yahoo.com; Date: Wednesday, October 26, 2011 5:53 PM Lori � From what I could tell from a first glance is: Tree Preservation It daes not look like you would be cutting down any trees. Wetland Crossing I think you are in the deminimous so you need to do paper work but no mitigation if this is the case. Storm You are removing as much bit as you are adding unless they want you to look at the new lot? Grading If we can pull the information together that you have we should be able to work with it. If not we would need some additional topo. A chunk of my time would be spent on getting things ready for design and working with the City on what they want. Gary D'Heilly � \ � �� i�� , 5 ,., ��s�� OCT 28 2�11 CITY OF ORONU http://us.mg4.mail.yahoo.com/dc/launch?reason=ignore&rs=1 10/27/2011 � • PC Exhibit D �� Stantec Consulting Services Inc. ' 2335 Highway 36 West ' ` � St. Paul MN 55113 . �^� � Tel: (651)636-4600 Fax:(651)636-1311 5�11�C �Bonestroo October 28, 2011 Melanie Curtis Planning &Zoning Coordinator . City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 4550 Wolverton Place File No. 000139-11000-1 (Stantec No. 193800284) Plat No. 11-3531 Dear Melanie: � We have reviewed the survey for the proposed subdivision at 4550 Wolverton Place. The survey is dated 10- 28-11. We have the following comments with regards to engineering matters: • The city should request drainage and utility easements 5-feet wide along all interior lot lines and lot lines adjacent to platted property. Ten foot wide easements should be shown along exterior lot lines adjacent to unplatted properties. • The plan shows a wetland along the north lot line and Wolverton Place. The city wetland map shows a Manage 2 wetland along the north lot line and no record of the roadside wetland. The north wetland needs to be buffered according to city ordinance. If the wetland along the road is incidental according to the watershed, no buffers would be required. If the roadside wetland is not incidental, the wetland must be typed using MnRAM to determine the buffer width. • Grading associated with the proposed driveway should be incfuded in the plans. We recommend at least 50 feet of no steeper than 2% grade at the roadway and no steeper than 10%for the remainder �of the driveway. If you have any questions, please contact me at(651) 604-4894 or darren.amundsenl�a.stantec.com. Sincerely, Stantec �—�J . i . Darren Amundsen Cc: Chris Mattson , , PC Exhibit E �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne 7acobson, P.S.S., W.D.C., P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Braoklyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com October 20, 2011 Dale Denn Homestead Septic 1108 Goldenrod Lane Shakopee, MN 55379 RE: Project Name: Denn 4550 Wolferton Delineation Comm. No.: 2Q11-87 Project Location: City of Orono T118N, R23W, SW 1/4 of Section 31 Project Description: Wetland Deiineation Report Dear Date: As discussed, Jacobson Environmental, PLLC. (JE) visited the above referenced site to perform a official wetland delineation in accordance with the 1987 U.S. Army Corps of Engineers Wetland Defineation Manual and the 2008 Regional Supplement to the Corps of Engineers Wetland Delineation: Midwest Region. Adjacent site land use includes residential, wetlands, woodlands, and farmlands consisting of plants and trees typical of a rural residential area. This parcel is a combination of a residential lot(Figure 2)with woodlands, and wetlands north of Wolferton Place. Figure 1 is a site location map of the property. All figures referenced by this report are presented at the end of the text. The purpose of this study was to investigate the project area, identify areas meeting the technical criteria for wetlands, delineate the jurisdictional extent of the wetfand basins and classify the wetland habitat. Rural Disturbed Species Noted Wet Meadow-Shrub Swamq Species Trees Herbs Cottonwood Narrowleaf Cattail Box Elder Green Bulrush Green Ash Reed Canarygrass American Elm Giant Goldenrod Bur Oak Bittersweet Nightshade Quaking Aspen Red Maple Shrubs � Black Willow Shrubs Sandbar Willow Common Buckthorn ' Northem Prickly-Ash Green Ash Vines Riverbank Grape Herbs Ground Ivy Brome Grass Kentucky Bluegrass Stinging Nettle Canada Thistle Tall Goldenrod Common Dandelion � Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 1 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis &Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans 1 [ �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne]acobson, P.S.S.,W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612} 802-6619 Cell Emaii: jacobsanenv@msn.com The growing season for this site is approximately from 4/15 to 10/15 where the air temperature averages , above 28 degrees F. The growing season in 2011 appears to be extended due to a warm weather pattern. This site is in the big woods subsection ecoregion according to Minnesota DNR and the annual precipitation averages 29.97 inches. The presettlement vegetation was maple-basswood forest in this area. The precipitation for the previous three months along with the comparison of the 10/18/11 precipitation worksheet data was as follows: Sep Aug Jul Worksheet(Wks) 0.26"' 4.27* 5.38* '`-Data from NWS . 30% less than 2.19 2.81 2.47 30% more than 4.09 4.81 4.62 2010 Wks Interpret Dry Normal Wet Multi-month score (3'1) + (2*2) + (1"3) = 10 Normal (10 to 14 being normal) The delineation was performed on October 18, 2011 and it is unlikely the precipitation totals in this period affected the boundary of any wetlands in this delineation, since the period was normal. Precipitation data is located in Appendix A. This wetland delineation was performed and reported by Wayne Jacobson, Minnesota Professional Soil Scientist#30611, Society of Wetland Scientists— Professional Wetland Scientist#1000, University of Minnesota/ BWSR Wetland Delineator, Certified#1019, American Fisheries Society—Associate Fisheries Scientist#A-171. Methodoloqy The wetlands on the subject property were delineated using the routine determination methodology set forth in the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual. Wetland boundaries were determined through a routine analysis of the vegetation, soils and hydrology which must all show wetland characteristics in order for an area to be delineated as a wetland. Wetlands are areas that are saturated or inundated with surface and or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in hydric soil conditions. Examples of wetlands include seasonally flooded basins, floodplain forests, wet meadows, shallow and deep marshes, shrub swamps, wooded swamps, fens, and bogs. � Veqetation The plant species within the parcel were catalogued and assigned a wetland indicator status according to the National List of Plant Species that Occur in Weflands: Norfh Central Region 3(USFV1lS Biological Report 88(26.3), May 1988). Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 2 . Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals - Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans , � � �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne ]acobson, P.S.S.,W.D.C., P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brookiyn Center, MN 55430 (612) 802-6619 Cell Email; jacobsonenv@msn.com � In the text of this report and on the enclosed data forms, the plant indicator status follows the planYs scientific name unless a status has not been assigned. The hydrophytic plant criterion is met when more than 50 percent of the dominant species by the 50/20 rule for each stratum (herb, shrub/sapling, tree, and woody vine)were assigned an obligate (OBL)', facultative wet(FACW), and/or facultative (FAC)wetland status. With the 50/20 rule, dominants are generally measured by absolute% cover in each stratum which individually or collectively account for more than 50% of total vegetative cover in the stratum, plus any other species which itself accounts for at least 20% of the total vegetative cover. Soils A hydric soil is a soil formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part. If a soil exhibits the indicators of a hydric soil or is identified as a hydric soil the hydric soil criterion is met. The break between hydric and non-hydric soils was determined by excavating soil pits along transects crossing the wetland/upland eco-tone and evaluating the soil colors, textures, and presence or absence of redoximorphic indicators (i.e., mottles, gley or oxidized rhizospheres). Hydric Soil Indicators for the Midwest Region were noted as presented in the National Technical Committee for Hydric Soils Freld Indicators of Hydric Soils in the United States version 7.0(USDA NRCS 2010) if present at each sample point. Also, upper soil profiles were compared to the mapped or inclusionary soil series found in the sample area for soil identification purposes. Cautions used in applvinq the Field Indicators of Hvdric Soils There are hydric soils with morphologies that are di�cult to interpret. These include soils with black, gray, or red parent material; soils with high pH; soils high or low in content of organic matter; recently developed hydric soils, and soils high in iron inputs. In some cases we do not currently have indicators to assist in the identification of hydric soils in these situations. As long as the soil meets the definition of a hydric soil, the lack of an indicator does not preclude the soil from being hydric. The indicators were devefoped mostly to identify the boundary of hydric soil areas and generally work best on the margins. Not all of the obviously wetter hydric soils will be identified by the indicators. Redoximorphic features are most likely to occur in soils that cycle between anaerobic (reduced) and aerobic(oxidized) conditions. Morphological features of hydric soils indicate that saturafion and anaerobic conditions have existed under either contemporary or former hydrotogic regimes. Where soil morphology seems inconsistent with the landscape, vegetation, or observable hydrology, it may be necessary to obtain the assistance of an experienced soil or wetland scientist to determine whether the soil is hydric. � OE31, �Obli�.:ate Weiland,occurs an estimated 99°�o in wetlands. F=ACW—Facultative Welland, has an estimated � G7°��-99°'o pre�bability o('occurrenec in wetlands. FAC—f=acultative, is equally likely to occur in wetlands and non- �vetlands, 34'?��0-66".o probability. F'ACU=Facultative Upland, occurs in wetlands only occasionally, I°io-23% probability. UI'L••Upland,almost never occurs in wetlands.<I%probability. N1=No Indicator, insufficient inf'ormation available to determine an indicator status. Positive or negative sign indicate a lrequency toward higher (•�)or lower(-) frequency of occurrence with an category. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 3 Phase I Environmental Assessments-EAW`s-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans � � �acobson Environmental, PLLC www.jacobsonenvironmentai.com Environmental Consultants Wayne Jacobson, P.S.S.,W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell � Email: jacobsonenv@msn.com To clarify on some Hennepin County sites, 1. Many of these soils have black or gray parent materials 2. Many of the soils have a high organic matter content 3. The hydric soil margin is typically higher than the wetland boundary margin on the site 4. Not all of the obviously wetter soils will be identified by the indicators 5. Many of the hydric soils are Mollisols which are classic problem hydric soils in many cases Field Indicators of Hvdric Soils A1 Histosol. Cfassifies as a Histosol (except Folist) or as a Histel (except Folistel). User Notes: In a Histosol, typically 16 inches or more of the upper 32 inches is organic soil material. Organic soil materials have organic-carbon contents by weight of 12 to 18 percent or more, depending on the clay content of the soil. These materials include muck (sapric soil material), mucky peat(hemic soil material), and peat(fibric soil material). A2 Histic Epipedon. A histic epipedon underlain by mineral soil material with chroma 2 or less. User Notes: Most histic epipedons are surface horizons 8 inches or more thick of organic soil material. Aquic conditions or artifical drainage is required. A3 Black liistic. A layer of peat, mucky peat, or muck 8 inches or more thick that starts within the upper 6 inches of the soil surface; has hue of 10YR or yellower, value of 3 or less, and chroma of 1 or less; and is underlain by mineral soil material with chroma of 2 or less. User Notes: Unlike indicator A2, this indicator does not require proof of aquic conditions or artifical drainage. , A4 Hydrogen Sulfide. A Hydrogen sulfide odor within 12 inches of the soil surface. . A5 Stratified Layers. Several stratified layers starting within the upper 6 inches of the soil surface. At least one of the layers has value of 3 or less and chroma of 1 or less, or it is muck, mucky peat, or a mucky modified mineral texture. The remaining layers have chroma of 2 or less. For any sandy material that constitutes the layer with vafue of 3 or less and chroma of 1 or less, at least 70 percent of the visible soil particles must be masked with organic soil material, viewed through a 10x or 15x hand lens. Observed without a hand lens,the particles appear to be close to 100 percent masked. User Notes: Use of this indicator may require assistance from a trained soil scientist with local experience. The minimum organic carbon content of at least one layer of this indicator is slightly less than is required for indicator A7. An undisturbed sample must be observed. Individual strata are dominantly less than 1 inch thick. A hand lens is an excellent tool to aid in the identification of this indicator. Many alluvial soils have stratified tayers at greater depths; these soils do not meet the requirements of this indicator. Many alluvial soils have stratified layers at the required depths but do not have chroma of 2 or less; these do not meet the requirements of this indicator. The stratified layers occur in any soil texture. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 4 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis &Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans 1 � � �acobson Environmentai, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne]acobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com A10 0.75 inch Muck. A layer of sapric muck 0.75 inch or more thick with value 3 or less and chroma 1 or less, starting within 6 inches of the soil surface. � User Notes: this indicator requires a minimum muck thickness of 0.75 inch. Normally, this expression of anaerobiosis is at the soil surface; however, it may occur at any depth within 6 inches. Muck is sapric soil material with a minimum content of organic carbon that ranges from 12 to 18 percent, depending on the. content of clay. Organic soil material is called muck if virtually all of the material has undergone sufficient decomposition to limit the recognition of the plant parts. Hemic and Fibric soil material do not qualify. Generally, the sapric muck is black and has a "greasy" feel; sand grains should not be evident. A11 Depleted below dark surFace. A layer with a depleted or gleyed matrix that has 60 percent or more chroma of 2 or less, starting within 12 inches of the soil surface, and having a minimum thickness of either: a. 6 inches or b. 2 inches (if the 2 inches consists of fragmental soil material) c. Common in Mollisols—on this wetland site, could be Glencoe or Webster Loamy or clayey layer(s) above the depleted or gleyed matrix must have value of 3 or less and chroma of 2 or less. Any sandy material above the depleted or gleyed matrix must have value of 3 or less and chroma of 1 or less, and, viewed through a 10x or 15x hand lens, at least 70 percent of the visible soil particles must be masked with organic material. Observed without a hand lens, the particles appear to be close to 100 percent masked. User Notes: This indicator often occurs in Mollisols but also applies to soils with umbric epipedons and dark colored ochric epipedons. For soils with dark colored epipedons more than 12 inches thick, use indicator Al2. A depleted matrix requires value of 4 or more and chroma of 2 or less. Redox concentrations, including soft iron-manganese masses and/or pore linings, are required in soils with matrix colors of 4/1, 4/2, or 5/2. A, E, and calcic horizons may have low chromas and high values and may therefore be mistaken for a depleted matrix; however, they are excluded from the concept of depleted matrix unless the soil has common or many distinct or prominent redox concentrations occurring as soft masses or pore linings. Al2 Thick Dark Surface. A layer at least 6 inches thick with a depleted or gleyed matrix that has 60 percent or more chroma 2 or less starting below 12 inches of the surface. The layer above the depleted or gleyed matrix must have value of 2.5 or less and chroma of 1 or less to a depth of at least 12 inches and value of 3 or less and chroma of 1 or less in any remaining layers above the depleted or gleyed matrix. In any sandy material above the depleted or gleyed matrix, at least 70 percent of the visible soil particles must be masked with organic material, viewed through a 10x or 15x hand lens. Observed without a hand lens, the particies appear to be close to 100 percent masked. , User Notes: This indicator applies to soils that have a black layer 12 inches or more thick and have value of 3 or less and chroma of 1 or less in any remaining layers directly above a depleted or gleyed matrix. This indicator is most often associated with overthickened soils in concave landscape positions. A depleted matrix requires value of 4 or more and chroma of 2 or less. Redox concentrations, including soft iron-manganese masses and/or pore linings, are required in soils with matrix colors of 4/1, 4/2 or 5/2. A, E, and calcic horizons may have low chromas and high values and may therefore be mistaken for a depleted matrix; however, they are excluded from the concept of depleted matrix unless the soil has common or many distinct or prominent redox concentrations occurring as soft masses or pore linings. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 5 Phase I Environmental Assessments-EAW`s-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans 1 1 �acobson Environmental, PLLC www.jacobsonenvironmentai.com Environmental Consultants Wayne]acobson, P.S.S.,W.D.C., P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brookiyn Center, MN 55430 . (612) 802-6619 Cell Email: jacobsonenv@msn.com � A16 Caast Prairie Redox. A layer starting within 6 inches of the soil surface that is at least 4 inches thick and has a matrix chroma of 3 or less with 2 percent or more distinct or prominent redox concentrations occurring as soft masses and/or pore linings. User Notes: These hydric soils occur mainiy on depressional landforms and portions of the intermound landforms on the Lissie Formation. Redox concentrations occur mainly as iron dominated pore linings. Common or many redox concentrations are required, Chroma 3 matrices are allowed because they may be the color of stripped sand grains or because few or common sand-sized reddish chert particles occur and may prevent obtaining chroma 2 or less. S1 Sandy Mucky Mineral. A layer of mucky modified sandy soil material 2 inches or more thick starting within 6 inches of the soil surface. User Notes: "Mucky" is a USDA texture modifier for mineral soils. The content of organic carbon is at least 5 percent and ranges to as high�as 14 percent for sandy soils. The percent required depends on the clay content of the soil; the higher the clay content, the higher the amount of organic carbon reguired. An example is mucky fine sand, which has at least 5 percent but not more than about 12 percent organic carbon. S3 5 cm Mucky Peat or Peat. A layer of mucky peat or peat 2 inches or more thick with value of 3 or less and chroma of 2 or less, starting within 6 inches of the soil surface, and underlain by sandy soil material. User Notes: Mucky peat(hemic soil material) and peat(fibric soil material) have a minimum organic carbon content of 12 to 18 percent, depending on the content of clay. Organic soil material is called peat if virtually all of the plant remains are su�ciently intact to permit identification of plant remains. Mucky peat is at an intermediate stage of decomposition between peat and highly decomposed muck. To ascertain if mucky peat and/or peat are present, determine the percentage of rubbed fibers. S4 Sandy Gleyed Matrix. A gleyed matrix that occupies 60 percent or more of a layer starting within 6 inches of the soil surface. User Notes: Gley colors are not synonymous with gray colors. They are the colors on the gley color pages in the Munsell color book (Gretag-Macbeth, 2000). They have hue of N, 10Y, 5GY, 10GY, 5G, 10G, 56G, 106G, 56, 106, or 5PB and value of 4 or more. For this indicator, the gleyed matrix only has to be present within 6 inches of the surface. Soils with gleyed matrices are saturated for periods of a significant duration; as a result, there is no thickness requirement for the layer. S5 Sandy Redox. A layer starting within 6 inches of the soil surface that is at least 4 inches thick and has a matrix with 60 percent or more chroma of 2 or less and 2 percent or more distinct or prominent redox concentrations occurring as soft masses andlor pore linings. User Notes: "DistincY' is defined as readily seen but contrast only moderately with the color to which compared. "Prominent" is defined as contrasting strongly in color. Redox concentrations include iron and manganese masses(reddish mottles) and pore linings (Vepraskas, 1994). Included within the concept or redox concentrations are iron-manganese bodies occurring as soft masses with diffuse boundaries. Common (2 to less than 20 percent) or many(20 percent or more) redox concentrations are required (USDA, NRCS 2002). If the soil is saturated at the time of sampling, it may be necessary to let it dry to a moist condition for redox features to become visible. This is a very common indicator of hydric soils and is often used to identify the hydric/nonhydric soil boundary in sandy soils. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 6 Phase I Environmental.Assessments-EAW's-Soil ID-Soil Analysis& Delineation-Environmental Referrals Pond &Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans � t �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne Jacobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brookfyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com � S6 Stripped Matrix. A layer starting within 6 inches of the soil surface in which iron-manganese oxides and/or organic matter have been stripped from the matrix and the primary base color of the soil ' material has been exposed. The stripped areas and translocated oxides and/or organic matter form a faintly contrasting pattern of two or more colors with diffuse boundaries. The stripped zones are 10 percent or more of the volume and are rounded. User Notes: This indicator includes the indicator previously named "polychromatic matrix" as well as the term"streaking". Common or many areas of stripped (unmasked) soil materials are required. The stripped areas a�e typically 0.5 to 1 inch in size but may be farger or smaller. Commonly, the stripped areas have value of 5 or more and chroma of 1 and/or 2, and the unstripped areas have chroma of 3 and/or 4. The matrix (predominant cotor) may not have the material with chroma of 3 and/or 4. The mobilization and translocation of oxides and/or organic matter is the important process and should result in splotchy masked and unmasked soil areas. This may be a difficult pattern to recognize and is more evident when a horizontal slice is observed. F1 Loamy Mucky Mineral. A layer of mucky modified loamy or clayey soil material 4 inches or more thick starting within fi inches of the soil surface. � User Notes: "Mucky" is a USDA texture modifier for mineral soils. The content of organic carbon is at least 8 percent but can range to as high as 18 percent. The percentage required depends on the clay content of the soil; the higher the clay content, the higher the content of organic carbon required. An example is mucky sandy loam, which has at least 8 percent organic carbon but not more than about 14 percent. F2 Loamy Gleyed Matrix. A gleyed matrix that occupies 60 percent or more of a layer starting within 12 inches of the soil surface. User Notes: Giey colors are not synonymous with gray colors. They are the colors on the gley color pages of the Munsell color book. They have a hue of N, 10Y, SGY, 10GY, 5G, 10G, 56G, 106G, 56, 10B, or 5PB and value of 4 or more. The gleyed matrix only has to be present within 12 inches of the soil surface. Soils with gleyed matrices are saturated for periods of a significant duration; as a resuit, there is no thickness requirement for the layer. F3 Depleted Matrix. A layer that has a depleted matrix with 60 percent or more of chroma 2 or less and that has a minimum thickness of either: a. 2 inches if the 2 inches is entirely within the upper 6 inches of the soil, or b. 6 inches, starting within 10 inches of the soil surface. User Notes: A depleted matrix requires a vafue of 4 or more and chroma of 2 or less. Redox concentrations, including soft iron-manganese masses and/or pore linings, are required in soils with matrix colors of 4/1, 4/2, or 5/2. A, E, and calcic horizons may have low chromas and high values and may therefore be mistaken for a depleted matrix; however, they are excluded from the concept of depleted matrix unless the soil has common or many distinct or prominent redox concentrations occurring as soft masses or pore linings. The low chroma matrix must be the result of wetness and not a weathering or parent material feature. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 7 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans � ; � �acobson Environmenta(, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne Jacobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brookfyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com F6 Redox Dark Surface. A layer that is at least 4 inches thick, is entirely within the the upper 12 inches of the mineral soil, and has: a. matrix value of 3 or less and chroma 1 or less and 2 percent or more distinct or prominent redox concentrations occurring as soft masses or pore linings, or b. matrix value of 3 or less and chroma of 2 or less and 5 percent or more distinct or prominent redox concentrations occurring as soft masses or pore linings. User Notes: This is a very common indicator used to delineate wetland soils that have a dark surface layer. Redox concentrations in mineral soils with a high content of organic matter and a dark surface layer commonly are small and difficult to see. The organic matter masks some or all of the concentrations that may be present. Careful examination is required to see what are commonly brownish redox concentrations in the darkened materials. If the soil is saturated at the time of sampling, it may be necessary to let it dry to at least a moist condition for redox features to become visible. Soils that are wet because of ponding or have a shallow, perched layer of saturation may have any color below the dark surface. It is recommended that delineators evaluate the hydrologic source and examine and describe the layer below the dark colored epipedon when applying this indicator. - F7 Depleted Dark Surface. Redox depletions with value of 5 or more and chroma of 2 or less in a layer that is at least 4 inches thick, is entirely within the upper 12 inches of the mineral soil and has: a. matrix value of 3 or less and chroma of 1 or less and 10 percent or more redox depletions, or b. matrix value of 3 or less and chroma of 2 or less and 20 percent or more redox depletions. User Notes: Care should be taken not to mistake mixing of an E or calcic horizon into the surface layer for depletions. The"pieces"of E and calcic horizons are not redox depletions. Knowledge of tocal conditions is required in areas where E and/or calcic horizons may be present. In soils that are wet because of subsurface saturation, the layer directly below the dark surface layer should have a depleted or gleyed matrix. Redox depletions should have associated microsite redox concentrations that occur as Iron pore linings or masses within the depletion(s)or surrounding the depletion(s). F8 Redox Depressions. In closed depressions subject to ponding, 5 percent or more distinct or prominent redox concentrations occurring as soft masses or pore linings in a layer that is 2 inches or more thick and is entirely within the upper 6 inches of the soil. User Notes: This indicator occurs on depressional landforms, such as vernal pools, playa lakes, rainwater basins, "Grady" ponds, and potholes. It does not occur in 3 foot wide microdepressions on convex or plane landscapes. We have reviewed the report for vegetative species at the boundary and data sheets for hydric soil indicators and we have revised selected wetland boundary areas which were staked with flags and orange wetland boundary flagging, they are shown on the final map as red lines. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys $ Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans 1 � �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne 7acobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humbofdt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com F12 iron-Manganese Masses. On flood plains, a layer 4 inches or more thick with 40 percent or more chroma of 2 or less and 2 percent or more distinct or prominent redox concentrations occurring as soft iron-manganese masses with diffuse boundaries. The layer occurs entirely within 12 inches of the soil surface. Iron-manganese masses have value and chroma of 3 or less. Most commonly, they are black. The thickness requirement is waived if the layer is the mineral surface layer. User Notes: These iron-manganese masses generally are small (2 to 5mm in size) and have value and chroma of 3 or less. They can be dominated by manganese and therefore have a color approaching black. The low matrix chroma must be the result of wetness and not be a weathering or parent material feature. Iron-manganese masses should not be confused with the larger and redder iron nodules associated with plinthite or with concretions that have sharp boundaries. This indicator occurs on flood plains along rivers, such as the Apalachicola, Congaree, Mobile, Savannah, and Tennessee Rivers. Hydrology The presence of current wetland hydrology was determined through direct observation of free water in the excavated soil pit, saturated soil conditions or soil redoximorphic features. However, the effect of on-or off-site hydrologic alterations may not always fully be accounted for when routine delineation methods are used. In the Midwest Region, hydrology indicators are in four groups: A) indicators based on the direct observation of surface water or groundwater during a site visit Indicator A1: Surface water Category: Primary General Description: This indicator consists of the direct, visua! observation of survace water(flooding or ponding) during a site visit. Indicator A2: High water table • Category: Primary . General Description: This indicator consists of the direct, visual observation of the water table 12 in (30 cm) or less below the surface in a soil pit, auger hole, o'r shallow monitoring well. This indicator includes water tables derived from perched water, throughflow, and dischargirig groundwater(e.g., in seeps)that may be moving laterally near the soil surface. - Indicator A3: Saturation Category: Primary General Description: Visual observation of saturated soil conditions12 in. (30cm) or less from soil surface as indicated by water glistening on the surfaces and broken interior faces of soil samples removed from the pit or auger hole. This indicator must be associated with an existing water table located immediately below the saturated zone; however, this requirement is waived under episaturated conditions if there is a restrictive soil layer or bedrock within 12 in. (30 cm) of the surface. B) indicators of evidence that the site is subject to flooding or ponding Indicator B1: Water marks Category: Primary General Description: water marks are discolorations or stains on the bark of woody vegetation, rocks, bridge supports, buildings, fences, or other fixed objects as a result of inundation. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 9 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans � � �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consuitants Wayne 7acobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboidt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Celi Email: jacobsonenv@msn.com Indicator B2: Sediment deposits Category: Primary General Description: Sediment deposits are thin layers or coatings of fine-grained mineral material (e.g., silt or clay) or organic matter(e.g., pollen), sometimes mixed with other detritus, remaining on tree bark, ptant stems or leaves, rocks, and other objects after surface water recedes. Indicator B3: Drift deposits Category: Primary General Description: Drift deposits consist of rafted debris that has been deposited on the ground surFace or entangled in vegetation or other fixed objects. Debris consists of remnants of vegetation (e.g., branches, stems, and leaves), man-made.litter, or other waterborne materials. Drift material may be � deposited at or near the high water line in ponded or flooded areas, piled against the upstream sides of trees, rocks, and other fixed objects or widely distributed within the dewatered area. Indicator B4: Algal mat or crust Category: Primary General Description: This indicator consists of a mat or dried crust of algae, perhaps mixed with other detritus, left on or near the soil surface after dewatering. Indicator B5: Iron deposits Category: Primary General Description: This indicator consists of a thin orange or yellow crust or gel of oxidized iron on the soil surface or on objects near the surface. Indicator 67: Inundation visibfe on aerial imagery ' Category: Primary General Description: One or more recent aerial photographs or satellite images show the site to be inundated. Indicator B8: Sparsely vegetated concave surface Category: Primary General Description: On concave land surface (e.g., depressions and swales), the ground surface is either unvegetated or sparsely vegetated (less than five percent ground over) due to long-duration ponding during the growing season. Indicator B9: Water-stained leaves Category: Primary General Description: Water-stained leaves are fallen or recumbent dead leaves that have turned grayish or blackish in color due to inundation for long periods. Indicator B13: Aquatic fauna Category: Primary General Description: Presence of live individuals, diapausing insect eggs or crustacean cysts, or dead remains of aquatic fauna, such as, but not limited to clams, aquatic snails, aquatic insects, ostracods, shrimp, other crustaceans, tadpoles, or fish, either on the soil surface or clinging to plants or other emergent objects. Indicator B14: True aquatic pfants Category: Primary General Description: This indicator consists of the presence of five individuals or dead remains of true aquatic plants.. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 10 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans , � �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne 7aco6son, P.S.S., W.D.C., P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com Indicator B6: Surface soil cracks Category: Secondary General Description: Surface soil cracks consist of shallow cracks that form when fine-grained mineral or organic sediments dry and shrink, often creating a network of cracks or small polygons. fndicator B10: Drainage patterns Category: Secondary General Description: This indicator consists of flow patterns visible on the soil surface or eroded into the soil, low vegetation bent over in the direction of flow, absence of leaf litter or small woody debris due to flowing water, and similar evidence that water flowed across the ground surface. C) indicators that the soil was saturated recently � Indicator C1: Hydrogen sulfide odor Category: Primary � General Description: A hydrogen sulfide(rotten egg) odor within 12 (30 cm)of the soil surface. Indicator C3: Oxidized rhizospheres along living roots Category: Primary General Description: Presence of a layer containing 2 percent or more iron-oxide caatings or plaques on � the surfaces of living roots and/or iron-oxide coatings or linings on soil pores immediately surrounding living roots within 12 in. (30 cm) of the soil surface. Indicato�C4: Presence of reduced iron Category: Primary General Description: Presence of a layer containing reduced (ferrous) iron in the upper 12 in. (30 cm) of the soil profile, as indicated by a ferrous iron test or by the presence of a soil that changes color upon exposure to the air. Indicator C6: Recent iron'reduction in tilfed soils Category: Primary General Description: Presence of a layer containing 2 percent or more redox concentrations as pore linings or soft masses in the tilled surface layer of soils cultivated within the last two years. The layer containing redox concentrations must be within the tilled zone or within 12 in. (30 cm) of the soil surface, whichever is shallower. Indicator C7: Thin muck surface Category: Primary General Description: This indicator consists of a layer of muck 1 in. (2.5 cm) or less thick on the soil surface. fndicator C2: Dry-season water table Category: Secondary General Description: Visual observation of the water table between 12 and 24 in. ( 30 and 60 cm) below the surface during the normal dry season or during a drier-than-normal year. Indicator C8: Crayfish burrows Category: Secondary General Description: Presence of crayfish burrows, as indicated by openings in soft ground up to 2 in. (5 cm) in diameter, often surrounded by chimney-.like mounds of excavated mud. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 11 Phase I Environmental Assessments-EAW's-Soil ID-Soil Anafysis &Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans .. F �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants � Wayne Jacobson, P.S.S., W.D.C., P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboidt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell . Email: jacobsonenv@msn.com Indicator C9: Satu.ration visible on aerial imagery Category: Secondary General Description: One or more recent aerial photographs or satellite images indicate soil saturation. Saturated soil signatures must correspond to field-verified hydric soils, depressions or drainage patterns, differential crop management, or other evidence of a seasonal high water table. • D) vegetation and soil features that indicate that wet conditions are recent and not historical. Indicator D9: Gauge or well data Category: Primary General Description: Stream or lake gauge data, or groundwater well data, indicate that the site is inundated or has a water table 12 in. (30 cm) or less below the surface for 14 or more consecutive days � during the growing season in most years (at least five years in 10, or 50 percent of higher probability), or meets an alternative wetland hydrology standard established for a particular geographic area or wetland type. ' Indicator D4: Stunted or stressed planEs , -� Category: Secondary General Description: In agricultural or planted vegetation located in a depression, swale, or other � topographically low area, this indicator is present if individuals of the same species growing in the potential wetland are clearly of smaller stature, less vigorous, or stressed compared with individuals growing in nearby drier tandscape situations. � Indicator D2: Geomorphic position � Category: Secondary General Description: This indicator is present if the immediate area in question is located in a depression, drainageway, concave position within a floodplain, at the top of a slope, on the low-elevation fringe of a pond or other water body, or in an area where groundwater discharges. Indicator D5: FAC-neutral test Category: Secondary . General Description: The plant community passes the FAC-neutral test. With these indicators, only one primary indicator needs to be present, or at least two secondary indicators for the hydrology criterion to be met. . Wetland Classification Wetland classifications discussed in the text are set forth in Wetlands and Deepwater Habitats of the United States(FWS/OBS Publication 79/31, Cowardin et al. 1979) and Wetlands of the United States (USFINS Circular 39, Shaw and Fredine, 1971.) Additionally, plant community types as named by Eggers and Reed (1998) are given. Topographic maps, National Wetlands Inventory maps, the Hennepin County Soil Survey, Aerial Photographs, and DNR Protected Waters maps were consulted to focate potential wetland habitats. The Routine On-site Determination Method was used on this site. In this method, the foltowing procedures were used: 1) The vegetative community was sampled in all present strata to determine �whether 50% of the dominant plant species were hydrophytic using the 50/20 method. ' Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 12 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne�acobson, P.S.S.,W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com 2) Soil pits were dug using a dutch auger to depths of 18"-40", noting soil profiles and any hydric soil characteristics. 3) Signs of wetland hydrology were noted and were compared to field criteria such as depth to shallow water table and depth of soil saturation found in the soil pits. Wetland edges were marked with orange numbered pin flags. 4-foot wood lath marked with orange "wetland boundary"flagging tape or flagging tied on vegetation may be used if site conditions warrant. Any wetlands were mapped by Jacobson Environmental using a Trimble Pathfinder Pro GPS mapping unit which is accurate to 0.5 meters in the horizontal plane. At least one sample point transect crosses each delineated wetland edge. These transects consist of an upland sample point, and a wetland sample point. Other sample points may be located in areas which have one or more of the wetland vegetation, soils, or hydrologic characteristics present, or where questionable conditions exist. Sample points are marked with orange pin flags with a pink ribbon tied on them. Sample data sheets are found in Appendix B. � Results , Basin 1 Basin 1 is a PEMBd Type 2 wet meadow comprised of 96% reed canarygrass, 1% common buckthorn, 1% bittersweet nightshade, and 1% giant goldenrod, along with a few other species. The wetland boundary was typically a transition from common buckthorn to reed canarygrass with a topographic break. The soils changed from dry Hamel soil to saturated Hamel soil in the wetland. Soil saturation was present in the wetland, and hydrology disappeared in the upland. Basin 2 Basin 2 is a PEM/SS1 Bd Type 2/6 wet meadow/shrub swamp comprised of 10% sandbar willow as shrubs, 97% reed canarygrass, and 1% bittersweet nightshade with a few other species. The wetland boundary was typically a transition from smooth brome to reed canarygrass with a topographic break. The soils changed from Lerdal upland soil to Hamel soil in the wetland. Soil saturation was present in the wetland, and hydrology disappeared in the upland. The National Wetland Inventory Map(NWI) (Figure 2) identifies the finro wetlands flagged on the subject site. According to the DNR Protected Waters Map (PWI) (Figure 4) of Hennepin County the site has no public waters on the site. Figure 5 shows the wetlands present on-site. Figure 6 is a parcel map of the wetlands. According to the Web Soil Survey (Figure 3)the following hydric soils existed on the parcel: Hamel Photographs were taken of the site and some are included in Appendix C. Confirmation of Jurisciictiona! Status We are submitting this report to the client and regulatory agencies to request a wetland boundary and type determination. We have enclosed an official WCA Approval of Wetland Type and Boundary form in Appendix D along with a USCOE wetland delineation concurrence request. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 13 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking Tree Surveys-Natural Resource Management Plans . , ' � �acobson Environmental, PLLC www.jacobsonenvironmentai.com Environmental Consultants Wayne 7acobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com Conclusion This wetland delineation meets the standards and criteria described in the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual and the 2008 Regional Supplement to the Corps of Engineers Wetland Delineation: Midwest Region. This was a Routine On Site Determination and the resulfs reflect the conditions present at the time of the delineation. If any wetland impacts are planned for this project, permits would be necessary from the LGU (City of Orono) and other agencies. A construction approval form signed by the LGU needs to be with a contractor impacting any wetlands to avoid a violation as presented in Appendix E. I certify that I reviewed the field analysis and wrote the report for this wetland delineation. Thank you for the opportunity to provide wetland services on this important project. � �" � —��'r'• �- 5/!—'t;%G°/`�� L~/L��' Gc�/� , Wayne E. Jacobson ti Date Professional Soil Scientist#30611 Professional Wetland Scientist#1000 Wetland Delineator, Certified#1019 Associate Fisheries Scientist#A-171 Jacobson Environmental, PLLC. Regulators: Catherine Bach, MCWD Melissa Jenny, USCOE Lynda Peterson, BWSR Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 14 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans � . 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FI U(�2�J 4550 Wolvetlon PI MaMe Plame,MN 70-20-2011 Feet MDX Nainc Projecf No: Wetland Delineation q550VNiIveAOn �� 1 Hennepin County �roperty tNap - '�a�c Year: 2011 , The data contametl an Lhis oar�e�s tlenvetl from a compilation of records and maps and may mn[ain d�saepanties[hat can only he tli5closed by an accura[e survey pertormed by a hcensed land survr,yoc The oenmeteranA area(square foatape and aves)are aporoximaces and may contam discrepancie5.The informaGan on[his page should 6e used for reference purposes anly.:�� Hennepin County tlees noC guarantee the accurary ot material h_rem wnWmed and is noG responsfble for any misuse ar misrepresentation of this mtormaUOn or rt5 derivaUves. , _ . . _. . ., ._ a.xvntlK. � „.j.. k„7yy. �„�,�„��._. .......__ .....__.�.... ._....._ ._..._.�. .. . .__._._. ... +� AT S.}� � +n rn 9�tJ 3's n.-y .a- ,� ....� � �� ' ,��' �` } � �� 3��.ri'�C��'��''XL � �' �: ,�� „ g''dr A. 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Project No. 2011-87 � � APPENDIXA Precipitation Data Prcci�pitatioi� Uocumcntation Workshc�i Using Gridded Database Pa�e 1 of 1 Minnesota Climatolo Workin Grou � gY g p 5ia!=� t.�irr��tulc�gy= Uiti�.r� C��•1R [�;:��;,�.::; ::� t.�..�;;:.��,ica! ,�,�cJ vV�r,:r R�so:;i;•r�s University of Minnesota home � current conditions � journal � past data � summaries � agriculture � other sites � contact us � search Precipitation Worksheet Using Gridded Database Precipitation data for target wetland locafion: county: Hennepin township number: 118N township name: Medina range number: 23W nearest community: Stubbs Bay section number: 31 Aerial photograph or site visit date: Tuesday, October 18, 2011 ��w5 �� (values are in inches} first prior month: second prior month: third prior month: September 2011 August 2011 Juiy 2011 estimated precipitation total for this location: G•2(0 � ¢•2'7 i�G �'•35� � there is a 30% chance this location will have less than: �'' 2.19 2.81 2.47 there is a 30% chance this location will have more than:� 4.Q9 4.81 4.62 type of month: dry norn�al wet � dry Mor,� 4V�'f' monthly score 3 * 1 = 3 2 * Z - 1 * 3= 3 multi-month score: / 6 to 9 (dry) ':�� ;,: '� ;norm�1, 15 to 18 (wet) (� C NO1'Y�cl view USDA-NRCS WETS data for Hennepin County � � Other Resources: ■ retrieve daily precipitation data ■ view radar-based precipitation estimates ■ view weekly precipitation maps ■ Hydrology Tools for Wetland Determination, USDA-NRCS . *from USDA-NRCS two-parameter gamma distribution fit of 1981-2010 data http:l/climatc.umn.cdu/wctlandlworksheet.asp?passXutm83=449919&passYutm83=4981�80&passcounty... 10/20/2011 ri1�n li�Nsriy rad�us retnc��ai U�7]'�lU . ` Pa�e '1 vf 1 'Closest Station' Ciimate Data Retrieval The data matching your request is at the bottom of this page or should appear there within one minute. Target location is Lat:44.98590 Lon: 93.63526 set location retrieve only this station: 215136 MAPLE PLAIN • years: 2011 • to 2011 � number of missing days allowed per month: 3 retrieve data from the following data sources: Precipitation from High Dei�sity Network Precipitation from National Weather Service Temperature from National Weather Service � � Snow from National Weafher Service get monthly I get daily � ' ..... .. . . .. . .. . . . . . .. . . . . . _ useDNRhid: False�True Target: lat 44.98590 lon 93.63526 mon year cc tttN rrW ss nnnn o000000o pre aaaaaa Tmx Tmn aaaaaa sno SnD dis 7an 2011 Z17020 .67 8 mi. Feb 2011 Z17020 .9Z 8 mi • Mar 2011 211448 2.32 9 mi • Apr 2011 211448 2.49 9 mi• May 2011 211448 4.78 9 mi• 7un 2011 211448 3.98 9 mi • 7u1 2011 211448 5.38 9 mi • aug 2011 211448 4.27 9 mi • Sep 2011 211448 .26 9 m�• oct 2011 211448 m 9 mi . Nov 2011 m 999 m�- Dec 2011 m 999 mi • Where indicated: Missing values are shown as'm'. Days on which precip accumulated in the gage are shown as'-'.'TTT-f RR SS'is the'public land survey(PLS}'or'legal'location of the observed data. Section � values greater 36 are SECTIC'TIC'locations plus 100.'NWS ID'the National Weather Service Cooperative station number. Note that the'PLS'will always be correct for precipitation data while the'NWS ID'will always be correct for the temperature data. If no PLS info is supplied the the'NWS ID'number applies to all shown data. return to retrieval selection � State Climatology Office-MnDNR-Waters, 1996-2002 You can send e-mail to the State Climatology Office . http://climate.umn.cdu/I IIDradius/radius.asp � 10/20/2011 .� � APPENDIX B Sample Data Sheets ; , WETLAND DETERMINATION DATA FORM -Midwest Region ProjecbSite_ Q�^ ,¢��p � b/f�,�� City/County: �M� Sampling Date: f o/(8�� ApplicanUOwner: f " �p�.� (�h�„y,,.1� State:_J,,,�� • Sampling Point:_j _V� Investigator(s): �� 3ection,Township, Range: Landform(hillslope,terrace,etc.): �;l�s�r;n..� Local relief(concave,convex, none : �r,��Y, Slope(%): �_ Lat: r Long: Datum: Soil Map Unit Name �a�� i VWI Classification: Are climatic/hydrologic conditions of the site typical for this time of the year? _� (If no,explain in remarks) ' Are vegetation �_, soil _�_ ,or hydrology_� significantiy disturbed? Are"normal circumstances" Are vegetation �_,soil �f , or hydrology_� naturally problematic? present?_� SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? N Hydric soil present? � Is the sampfed area within a wetland? N Indicators of wetland hydrology present? �_ f yes, optional wetland site ID: Remarks: (Explain alternative procedures here or in a separate report.) VEGETATION -- Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: ) %Cover t Species Staus Number of Dominant Species � that are OBL,FACW,or FAC: �(A) Z Total Number of Dominant 3 . Species Across all Strata: 3 (B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC:_ �(A/B) 0 =Total Cover Saplinp/Shrub straturr (Plot size: } Prevalence fndex Worksheet 1 ' Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 FAC species 0 x 3= 0 5 FACU species 0 x 4= 0 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: '��X�j'� ) Cotumn totals 0 (A) 0 (B) � �^..,.�s ;y .� _� �_ uPL Prevalence Index= B/A= �.�-. 2 ��4d1'S d✓U�A114wG6� �� Fi4Cltf 3 G:MS.J.,M q.�.,,�,- _� �� _ �! �� Hydrophytic Vegetation Indicators: 4 _�� 1 _Rapid test for hydrophytic vegetation 5 Dominance test is>50% 6 Prevalence index is<_3.0' � Morphogical adaptations'(provide 8 supporting data in Remarks or on a g separate sheet) 10 Problematic hydrophytic vegetation' q� =Total Cover (explain) . WoodV vitle Stf2tum (PIOt Size: ) •Indicators of hydnc soil and wetland hydrology must he � present,unless disturbed or problematic 2 Hydrophytic 0 =Total Cover �egetation present? N Remarks: (Include photo numbers here or on a separate sheet) � US Amy Corps of Engineers Midwest Region ' � SOIL Sampling Point: �_V Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type" Loc" Texture Remarks D-1 10 ^2 2 v •Type:C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. '"Location: PL=Pore Lining, M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils: Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K, L,R) Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L) Black Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R) Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shallow Dark Surface(TF12) 2 cm Muck(A10) Oepleted Matrix(F3) Other(explain in remarks) Depleted Below Dark Surface(A11) • Redox Dark Surface(F6) Thick Dark Surface(Al2) Depleted Dark Surface(F7) `Indicators of hydrophytic vegetation and weitand _Sandy Mucky Mineral(S1) _Redox Depressions(F8) , hydrology must be present, unless disturbed or problematic Restrictive Layer(if observed): Type: Hydric soil present? �/_ Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primarv Indicators(minimum of one is required: check all that applv) Secondarv Indicators(minimum of two required) Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(66) High Water Table(A2) True Aquatic Plants(614) Drainage Patterns(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season WaterTable(C2) Water Marks(B1) Oxidized Rhizospheres on Living Roots Cra�sh Burrows(C8) Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9) Drift Deposits(83) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) Algal Mat or Crust(64) Recent Iron Reduction in Tilled Soils Geomorphic Position(D2) Iron Deposits(B5) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(B8) Gauge or WeII Data(D9) Water-Stained Leaves(69) Other(Explain in Remarks) Field Observations: Surface water present? Yes No �_Depth(inches): �- Water table present? Yes No _�Depth(inches): �_ Indicators of wetland Saturation present? Yes No �_Depth (inches): _�._1�� hydrology present? �/ _ (includes capillary fringe) Describe recorded data (stream gauge, monitoring well,aerial photos, previous inspections),if available: Remarks: US Army Corps of Engineers Midwest Region t � WETLAND DETERMINATION DATA FORM -Midwest Region ProjecUSite w �3�� (tiJe%�.,.�„ City/County: p,�,�s Sampling Date:��8��_ ApplicanUOwner. �r` G�o��, State: MN Sampling Point:_L��-?— Investigator(s): 3ection,Township, Range: Landform(hilislope,terrace,etc.): e�p�s•.y� Local relief(concave, convex, none . ��y Slope(%): � Lat: � Long: Datum: � Soil Map Unit Name },�,��¢ � VWI Classification: �� Are climatic/hydrologic conditions of the site typical for this time of the year? �_ (If no,explain in remarks) • Are vegetation �,soil _� ,or hydrology_�f significantly disturbed? Are"normal circumstances" Are vegetation �/ ,soil /�� ,or hydrology_� naturally problematic? present?_� —t„ SUMMARY OF FINDINGS (if needed,explain any answers in remarks.) Hydrophytic vegetation present? _ Y Hydric soil present? �/' Is the sampled area within a wetiand? _ � Indicators of wetland hydrology present? � f yes, optional wetland site ID: Remarks: (Explain alternative procedures here or in a separate report.) VEGETATION -- Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: ) %Cover t Species Staus Number of Dominant Species � that are OBL,FACW,or FAC: � (A) 2 � Total Number of Dominant 3 ' Species Across all Strata:_ �(B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC:�(A/B) 0 =Total Cover Saplinp/Shrub straturr (Plot size: ) Prevalence index Worksheet � Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 FAC species 0 x 3= 0 , 5 FACU species 0 x 4= 0 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Piot size: ��x 9� ) Column totals 0 (A) 0 (B) 1 (��,.��R��,,fyQ �� r �� Prevalence Index= B/A= 2 ' 3 Hydrophytic Vegetation Indicators: 4 Rapid test for hydrophytic vegetation 5 x, Dominance test is>50% 6 Prevalence index is s3.0` 7 Morphogical adaptations`(provide 8 supporting data in Remarks or on a g separate sheet) 10 Problematic hydrophytic vegetation� �G ,=Total Cover _(explain) Woodv vine stratum (PIOt SiZ2: ) 'Indicators of hydric soil and wetland hydrology must be � present,unless disturbed or problematic 2 Hydrophytic 0 =Total Cover vegetation present? _Y Remarks: (Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region ' � � SOIL Sampfing Point: ��" Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type` Loc`* Texture Remarks — 2 2 C • L 'Type:C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. "Location: PL=Pore Lining, M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils: Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L, R) Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L) Black Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L, R) Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shallow Dark Surface(TF12) 2 cm Muck(A10) �Depleted Matrix(F3) Other(explain in remarks) Depleted Below Dark Surface(A11) Redox Dark Surface(F6) Thick Dark Surface(Al2) Depleted Dark Surface(F7) *Indicators of hydrophytic vegetation and weltand _Sandy Mucky Mineral(S1) _Redox Depressions(F8) hydrology must be present,untess disturbed or problematic Restrictive Layer(if observed): Type: Hydric soil present? � Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primarv Indicators(minimum of one is required; check all that aoply) Secondarv Indicators(minimum of two reauired) Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(66) High Water Table(A2) True Aquatic Plants(B14) �Drainage Patterns(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(61) Oxidized Rhizospheres on Living Roots Crayfish Burrows(C8) Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9) Drik Deposits(B3) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) Algal Mat or Crust(64) Recent Iron Reduction in Tilled Soils �Geomorphic Position(D2) Iron Deposits(B5) (C6) �FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9) Water-Stained Leaves(69) Other(Explain in Remarks) Field Observations: Surface water present? Yes No �Depth(inches): — Water table present? Yes No _�Depth(inches): 7� Indicators of wetland Saturation present? Yes � No Depth(inches): � hydrology present? _� (includes capillary fringe) Describe recorded data(stream gauge, monitoring well,aerial photos, previous inspections),if available: Remarks: 1.J<{�,. ..P�,�,,�.+c �fa �F(�w :�n .(:-F�s(,t US Army Corps of Engineers Midwest Region + a WETLAND DETERMINATION DATA FORM-Midwest Region ProjecUSite . �, ��,� �,� City/County: Sampling Date: lo/!g/i t ApplicanUOwner: L�: ��_��f, State: -� T— - J..��/ Sampling Point: 2_uP Investigator(s): f��— 3ection,Township, Range: 3 j — ) ��23 Landform(hillslope,terrace,etc.j: �;��,�p Local relief(concave,convex, none):_�,��,� Slope(%): �_ Lat: Long: Datum: s Soil Map Unit Name ��Q � VWI Ciassification: Are climatiGhydrologic conditions of the site typical for this time of the year? �_ (If no,explain in remarks) Are vegetation �_, soil �_ . , or hydrology significantly disturbed? �� Are"normal circumstances" Are vegetation _��L,soil _� ,or hydrology� naturally problematic? present?_� SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? N Hydric soil present? � Is the sampled area within a wetland? N Indicators of wetland hydrology present? � f yes, optional wetland site ID: Remarks:(Explain alternative procedures here or in a separate report.) VEGETATION -- Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: ) °/a Cover t Species Staus Number of Dominant Species 1 that are OBL,FACW,or FAC: ( (A) Z Total Number of Dominant 3 Species Across all Strata: 2 (g) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC:_ �(A/g) 0 =Total Cover Saplinq/Shrub straturc (Plot size: ) Prevalence Index Worksheet � Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 FAC species 0 x 3= 0 5 �ACU species 0 x 4= 0 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: q'�� ) Column totals 0 (A) 0 (B) 2 �M�� :,,o,,,,�_c � �_ �P� Prevalence Index=B/A= �s,�x.v's 2° �_ �hL 3 $v 1.�(��_ � 1.�-i S�� _�� F�G� Hydrophytic Vegetation Indicators: 4 J Rapid test for hydrophytic vegetation 5 Dominance test is>50°/a 6 Prevalence index is<_3.0' � Morphogical adaptations`(provide a supporting data in Remarks or on a 9 separate sheet) �� Problematic hydrophytic vegetation' �=Total Cover _(expfain) WoodV vine StralUm (Plot siZe: ) •Indicators of hydric soil and wetland hydrology must be 1 present,unless disturbed or problemahc 2 Hydrophytic 0 =Total Cover vegetation present? N Remarks: (Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region t ! SOIL Sampling Point: 2'(�P Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type' Loc" Texture Remarks a— l tco o a Z "2 2 G 'Type:C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. "Location: PL=Pore Lining,M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils: Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K, L,R) Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L) Black Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R) Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shallow Dark Surface(TF12) 2 cm Muck(A10) Depleted Matrix(F3) Other(explain in remarks) Depleted Below Dark Surface(A11) Redox Dark Surface(F6) Thick Dark Surface(Al2) Depleted Dark Surface(F7) *Indicators of hydrophytic vegetation and weltand _Sandy Mucky Mineral(S1) _Redox Depressions(F8) hydrology must be present, unless disturbed or problematic Restrictive Layer(if observed�: Type: Hydric soil present? _Z�L Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators(minimum of one is reauired; check all that applvl Secondarv Indicators(minimum of two reQUiredl Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(66) High Water Table(A2) True Aquatic Plants(614) Drainage Patterns(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(61) Oxidized Rhizospheres on Living Roots Cra�sh Burrows{CS) Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9) Drift Deposits(B3) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils Geomorphic Position(D2) Iron Deposits(B5) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(67) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(BS) Gauge or Well Data(D9) Water-Stained Leaves(69) Other(Explain in Remarks) Field Observations: Surface water present? Yes No �_Depth(inches): Water table present? Yes No �_Depth(inches): � ZQ., Indicators of wetland Saturation present? Yes No _�Depth(inches): � Z¢ hydrofogy present? �_ (includes capillary fringe) Describe recorded data(stream gauge,monitoring well,aerial photos,previous inspections), if available: Remarks: US Army Corps of Engineers Midwest Region � .� . WETLAND DETERMINATION DATA FORM -Midwest Region ProjecUSite Q�M �,��j ��l„f.�„�' City/County: �� Sampling Date: f��g�� ApplicanUOwner: G��, State:� , Sampling Point:��-7- 1�,,: Investigator(s): �� 3ection,Township, Range: _ Landform(hillslope,terrace,etc.): � Local relief(concave, convex,none: ~ J.s:i.� � Ci.�►t4.w�, Slope(%): J Lat: . Long: Datum: Soil Map Unit Name E.�,,�,t`� VWI Classification: ��..r�� Are climatic/hydrologic conditions of the site typical for this time of the year? _� (If no,explain in remarks) Are vegetation _�,soil _ �� , or hydrology significantly disturbed? � Are"normal circumstances" Are vegetation _��,soil _r� ,or hydrology� naturally problematic? present?� SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? _ _�/ Hyclric soil present? � Is the sampled area within a wetland? � Indicators of wetland hydrology present? � ' F yes, optional wetland site ID: Remarks: (Explain alternative procedures here or in a separate report.) VEGETATION -- Use scientific names of plants. - Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: ) %Cover t Species Staus Number of Dominant Species 1 that are OBL,FACW,or FAC: 2, (A) 2 Total Number of Dominant 3 • Species Across all Strata: 'Z; (B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC:_ �(A/B) 0 =Total Cover Saplinq/Shrub straturr (Plot size: 28'X 40� � Prevalence Index Worksheet � $Q�:�_�1c.�� , �_ DSL Total%Cover of: Z OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 FAC species 0 x 3= 0 5 , FACU species 0 x 4= 0 � �[-Q� =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: cj�� ci � ) Column totais 0 (A) 0 (B) 1 ��ri S �,,,,,�„t,,�� _ � ,�_�J Prevalence Index=B/A= 2 3 Hydrophytic Vegetation Indicators: 4 Rapid test for hydrophytic vegetation 5 �Dominance test is>50% 6 Prevalence index is s3.0" � Morphogical adaptations"(provide 8 supporting data in Remarks or on a 9 separate sheet) . 10 Problematic hydrophytic vegetation' ��=Total Cover (explain) WoodV vine st�atum (PIOt size: ) 'Indicators of hydric soil and wetland hydrology must be � present,unless disturbed or problematic 2 Hydrophytic 0 =Total Cover vegetation present? _ � Remarks: (Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region r ! SOIL Sampling Point: �.rW�-r' Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) °/a Type' Loc" Texture Remarks D- -2 2 G Z 'Type:C=Concentration, D=Depietion, RM=Reduced Matrix, MS=Masked Sand Grains. '*Location:PL=Pore Lining, M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils: Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L,R) Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K, L) Black Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) Hydrogen 5ulfide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R) Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shallow Dark Surface(TF12) 2 cm Muck(A10) Depleted Matrix(F3) Other(explain in remarks) Depleted Below Dark Surface(A11) Redox Dark Surface(F6) , ��Thick Dark Surface(Al2) Depleted Dark Surface(F7) •Indicators of hydrophytic vegetation and we�tand _Sandy Mucky Mineral(S1) Redox Depressions(F8) hydrology must be present, unless disturbed or problematic Restrictive Layer(if observed): Type: Hydric soil present? ,_� Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primarv Indicators Iminimum of one is repuired;check all that applv) Seconda tndicators minimum of two re uired Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(66) High Water Table(A2) True Aquatic Plants(614) �Drainage Patterns(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(61) Oxidized Rhizospheres on Living Roots Cra�sh Burrows(CB) Sediment Deposits(62) (C3) Saturation Visible on Aerial Imagery(C9) Drift Deposits(B3) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils �Geomorphic Position(D2) Iron Deposits(65) (C6) �FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(67) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(68) Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(Explain in Remarks) Field Observations: Surface water present? Yes No X Depth(inches): -- Water table present? Yss No X, Depth(inches): ��_ Indicators of wetland � ' Saturation present? Yes ,� No Depth(inches): �g hydrology present? � (includes capillary fringe) Describe recorded data(stream gauge, monitoring well, aerial photos,previous inspecfions),if available: Remarks: �✓a-�Ea�- .��p�p,ur✓`s �a -�(vw :�.�;-{r.�i) US Army Corps of Engineers Midwest Region � , � APPENDIX C Site Photographs t � �„''.E . ��.rj t �� pt � �I�f iL 1: ,a�� J y,�, .r,R, '�.p •,P;�,qa. ,F" ,g a� ,� .. �'t � �. � "��; il._ � ._ M�y �r` �.; . � �.. t'�(�� :.�:�. t� " q LYi� -t �.. `s � a i ti � � �I�y � ,� ,, � �, �.�, .yt �� r7:: � �.4�n� �� Yv' v . s ' } 9�r'�"rqu�(��' + r � �'a�'Y *"� �� P r��. , r ;, o! t � � a " y }+,s �awJ;. ` � 'i , x ��. 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' .� �.Y. . .l 1 "�, '� 'y1� �d' '� -y:.' .�`.kY'.;�.�°'f�j,k..�.� ,�.�.°� i. ; i,. �.,lJ r�C�`�,�{1 p '�.0 �..� � ri z�° ..�i.''�tyJ :a � :i ,K'� . .>� �4' � � �` 'e ' � �; , � ; r � � 1• �ScSa�`ir�ttj?`sy.�pF,. � a, , `� . .�� +� ��'`� 't � ..i � �y .i] �.fi �R' !�."q�'4M!r�� . �; t 1. �.f� � R�- 1yR3 ��' �y�_ ��7�,��ry��. q . �J � �, ;vC y �4�� L �'�r, v�i; d� .o�� 'k M y,' li�y � �t ��'��'..n..�s.i�`��`;� �?, x v�f�' +.�, .��Q�;;� � � �� F '� �. � � ,tiu �. h , �^�r � , �i? ",�` , ,`� ��°g,� *�� ' �,ti ` Ys j� 'i��1 t � y. :td. lj a�� ,�. ,.� 5 � �f. �a. =��"� �sE��,�*, '-'/`;' 4 . F �. �� Y �y � � �� ,.N ��' � I � �. :i a �. . � 8 ; �'�k, x ti-.. � ( .. � �� A * � � ��Z��f_-'. s�� r w�" � !' � r � ,�� .�� `L ` Y � �i° Y�. ;Y'�• 3`c � i )��L��'�' �y. � M (, '�� .� � ��t�r � '�� '�,rh � � `�' ' �" �.t's�'4 fi��.c"�k ��:� ��e .�� cs��.: •� ,� . �� j� �, 1'Y' [� �l g ° �.,� " .� � � _ �� c: s �� `�9i �v t t . ,;i',�`�� . � t. ,�".�'��" �' ;.,. �� y N��'�r� ��.�w �� , � �'��`,�a�.. � � �` ��l� g�' ��' ,y r �'�� 2�',#��d`". "�GV �+ y ' :� ' � � 1 i - f�{�4�� . ��' � ��C r��4}jn ��ty`��{'� �� 1 ,.� r�� k �'� � � � �.. ��r��f,� a 1 r'3.�4Y.( ��4L�� .:.� . �' ��z,'�� . '� ��;",`"��y.�,.J�..-��_��,�:��,' _ �re+. _ i7 � iT ��w E �" �� . p �� `�y� Lr�oking 29� de�rees af �etlanc� �2 L ) APPENDIX D WCA Wetland Type and Boundary and USCOE Approval Forms . � s � • � � • � • � � • • • � � � • � • � • •� � i • • � � 1. ProjectlSite Information Project/Site Name: �,�,.,,� �j- '�"p /,�o/�}A„ • Local Government Unit: G%�oE G��o Location (address and/or T, R, Sec.): .�'�j �/��,tc�„�„ �� p,r.o,,o h� �53�-9' 2. App(icant Information Applicant Name: �.o,�; Gh��; Address: 2�j�'�Gc�z��.w�/� City, State, Zip: Q,��J � �'�3� E-mail: Phone: ��Z.. �-70 _�ZZ$ . 3. AgentlConsultant Information Company Name (if applicable): ��s� ��:,,,,y,,,�.,,Y�pntact Person: lir,�r�..��. �co�� Address: �g2/ �{�,�,..��d f �,�,�C�6. City, State, Zip: ��.ok/),,,� ��.y�/ S�S�-3o E-mail: J �fcvbSQ,,��,� j,y�Sv�. Gc� Phone:�/2—$pZ—�/� . 4. Description of Request Check all that apply: J�Wetland Boundary (musf attach wetland delineation report) � Wetland Type (Eggers & Reed and/or Circular 39 type) 5. Signature By signature below, the applicant requests a determination from the Local Government Unit under Minnesota Rules 8420.0225 on the submitted wetland boundary and type information in this application. The applicant also affirms that they are the owner of the subject property or have permission from the landowner to pursue this determination. �a�7��20// Appli t or A orized Agent Signature Date�� Important Notes: • The applicant may be required to submit multiple copies of the report/information to the LGU. The LGU may require the applicant to submit copies directly to Technical Evaluation Panel Members. Check with your LGU regarding their submitfa/requirements. • The LGU decision must be made in compliance with Minnesota Statutes, section 15.99. For LGU use only � Date Received: Page 1 of_1 BWSR Wetland Boundary/Type Application Form 11/10/08 ` ° Print Form , � �.� , l ti:1nm�Cnrps of 1{n}!inccrs tiL Paul I)isirict Request for Corps of Engineers Wetland Delineation 12eview Plcasc cnte:r thc li�llowing gencra( information about the property under rcview: Namc<�f property, owner l�6r: G h�,.�,�.,t.• Properh' Address (No. & Street, City, Statc, Zip Codc) `T�� WO�'EZ".r�tv��l ��iG�J �i''42�a /t'(1� S�3 q Lat. �� Lon . ° (decimal dearecs) C'ount�� ' Locafion: s�,,1 l/4 Section 3J Township //8' Range Z,� Si•r.c of revic�v arca �p,� acre(s) 13�� submistiion c�l�this wct{and dclin�atioii rcporl I am requcsting that lhe U.S. Army Cc�rpti c�f�I;ngineers, �t. I'aul Uistrict �rcrvicic mc with thc I��Ilowing (chcck only one box): ❑ Wctland I)clincation C'oncurrcncc. Concurrcncc with awctland dclincatic�n is a wriucn noti(icaticm f�rc�m thc C'or�s concurrin�, not concurrin�, or commentin�,on the wetland boundaries delincated on a �rc��crty. lJndcr this rcqucst, lhc Cc�rps will not address thc.jurisdictional slatus c�f�thc wetlands on thc: �ro}�crty, cmly thc boundarics c�f lhc resourccs withiii thc revicw arca. ❑ I'rcliminar}' Jurisdictional I)ctcrmination. /� prcliminary.jurisdictional delcrminalion is a non- hindin�� writtcn indication that thcrc may bc waters ol�th� Unitcd Statcs, includin� wctlands. on a parccl OI' IIl(IIC�lU011ti OI lI1C a�proximatc loc�ition(s) of�waters of�lhe Unitcd 5tatcs or wetlands on a parcel. I'rcliminary_jurisdictional dclertninalio►�s arc advisory in na�ure and m�iy not bc appealcd. � /��provccl Jurisdictional Dctcrmii�ation. An approvcd_jurisdic�ional dctcrminatic�n is an of�ficial Curps dc:tcrmination that jurisdictional waters of'the United States or navi�ablc w�tcrs o(�the United Statcs. or hoth, arc cither prescnt or abscnt on the property. An approvcd_jurisdictional detcrmination prcciscly idcntifics �hc limits of lhosc waters on the prc�jcct site detcrmined to hc.jurisdictional w�der the Clcan Watcr nct ur Rivcrs and [larbors Act. npprovcd.jurisdictional detcrminalions can hc rclicd upon hy lhe al�lcctecl �arty (i�r a period c�(�five years. nn approved.jurisdictional determination may he arpct�lcd throu��h the Corrs' administrativc appeal p►-ocess. In ordcr I��r thc Corps to proccss your rcquest. thc wetland delineation musi be prepared in accordance � with thc 1987 Corps of E:ngincers Wetland Delineation Manual, any appcoved Regional Supplements to the 1987 ManuaL and the Guidelines I'or Submiltin� Wetland Delineations in Minnesota and Wisconsin (hltp://www.mvp.usace.army.iril/regulatory/). Requestor Date ��2y�21��/ Name (typcd) � y APPENDIX E Contractor Wetland lmpact Approval Form � - � . - • • - • � • • � - • • • • • • - - • Pursuant ta Minnesota Statutes Chaptcr 103G .2212 an agent or employec of another may not drain. cxcavate or till a wetland, wholly or partially. unless the agent or employee has obtained a si`�ned statement lrom the property owner stating that thc wetland replaccment plan requircd for lhc wock has been obtained, or that a rcplacement plan is not required; AND this statement is mailed to the local �overnment unit (LG[J) with jurisdiction over thc wetland. Work in violation of the abovc statement and Minnesota Statutes � 103C;.2212 to � I(13G.237 is a misdemeanor punishable by u� to a �700 fine and 90 days in jail. �1 rcE�laccmcnt plan is recluired for any wciland drainin�, excavation, or iillin� activily ihat is not c�cm�tcd undcr Minncsc�ta Rulcs Cha�tcr 8420.012?. National wctland inventory maps are available I��r revicw at the County Soil and Watc►- C'onscrvation District (SWCD) c�fficc:s. Many wetlands may noi bc idenliGed on thc maps hut are still restrictcd lrotn draining, cxcavatin��. or filling. Cc�ntacl thc LGU or SWC'I� o(�(icc (i�r assistancc. Yc�u can also call thc I3oard c�f Watcr and Sc�il R�tiourccs at bi 1-?96-�767 (i�r LGU or SWC'I) locaiion ini��rmation. I'rc�perly Uwn�r Namc � n�a►�� r�,��„� Work 5i1� I,ocation: (addretis c�r �rc�perty locaiion) C'cmtractor Namc: (hy company and individual): nddresti: Phonc: Dcscriptic�n ol�Wc�rk: 'I'his form is continucd on the ncxt pa�e. �'aic � o�'� lil�'tilt I�onn_.�t'C':1 I{nlim�mcnl�((�nnl_Rcsron).dor " (�1pri12003)) � 9 I certiti' that, as the owner of the property listed on this form, I have contacted the LGU and ccmtact persc�n listed on this ('orm. and a WCA replacement plan: ❑ has been obtained. or ❑ is not requircd, f��r thc work descrihed and at the location listed on this fon�. I'roperty Owncr Nam� Si�nalurr I)ate C'ontractc�r{)wnc:r Namc Si�naturc Ualc I.c�cal C►c�vcrnmcnt Unit (I,GI)): /�ddress: PlZOnc: I,�ill Pcrson C'onlactcd: This statement is invalid if any of the abovc information is not supplied or is inaccurate. Work in violatic�n of 1Vlinncsota Statutes � 1Q3�,.2212 to § l03(;.237 is a misdemeanor punishablc by u� to a $700 fine and 90 days in jail. {VO'�'£.,��:�pL�ea�Rpy'c�f this:�orm"for your r�c�orcl�f�m� sencl � � ,}' dj,� '��,��gir�al to#�ie�Local Go�rernta��n:t��t� L � *�� ' . . . . . ._ ' Paec 2 of3 ' 13��'tiR I�urm_�0'C'�\ linlin•ccmcnl �(C'ont_Rcspon).dur� t/�pri1200.i1) � ,. PC Exhibit F� � Melanie Curtis 1I From: Catherine Bach [cbach@minnehahacreek.org] Sent: Tuesday, November 15, 2011 4:30 PM To: Lori Gherardi Cc: WAYNE JACOBSON; Melanie Curtis � . Subject: RE: Wetland Delineation for 4550 Wolferton Place in Orono, MN Attachments: W11-25_Boundary&Type NOA.pdf Hi Lori, Just wanted to let you know that I sent out the Notice of Application for the boundary/type application for 4550 Wolverton Place in Orono today. You will be receiving a hard copy of the notice in the mail, but I've attached a copy to this e-mail as well. The comment period ends at 4:30 PM on December 7, 2011, and a decision will be made after the comment period. The MCWD has Wetland 1 classified as a Manage 2 but does not have a classification on file for Wetland 2. This wetland will still be subject to the MCV1/D&Wetland Conservation Act wetland regulations(and require a functional assessment using the current version of the MnRAM to be performed to determine the management class) unless satisfactory documentation is submitted demonstrating the wetland is incidental. Can you give me an idea of the nature of the proposed project so I can give you a better idea of MCWD permitting requirements? Thanks, Catherine Bach District Technician � Minnehaha Creek Watershed District 18202 Minnetonka Boulevard Deephaven, MN 55391 Direct: (952) 641-4504 Main Office: (952)471-0590 Fax: 952-471-0682 www.minnehahacreek.or� � �.�- MINNEHAHA CREPK wA7ERSMED OISTRtCT �Think Green,- please do not print this email unless necessary From: WAYNE JACOBSON [mailto:jacobsonenv(a�msn.coml Sent: Friday, November 04, Z011 12:14 PM To: Catherine Bach; Lori Gherardi; Melanie Curtis Subject: Wetland Delineation for 4550 Wolferton Place in Orono, MN - i r �• ■ /I Catherine, � Attached is the wetland drawing which shows the NE side of Wetland #1 � being off the property. Per our conversation on November 3, 2011 the wetland boundaries appear to be accurate on-site. We are fine with a manage 2 classification on Wetland #1. The surveyor will place a 30 foot wetland bufFer on the plan sheet for Wetland #1. Lori Gherardi is working on getting old Wolferton Place road plans from the City of Orono to you for documentation of the incidental status of the ditched Wetland #2 on the north edge of Wolferton Place. There would be no wetland bufFer requirement for Wetland #2. Please also let Lori Gherardi your schedule for approving the wetland boundary and classification. Thanks Wayne Jacobson, P.S.S., lIV.�.C., A.F.�. Senior Scientist Jacobson Environmental, PLLC. 5821 Humboldt Avenue North Brooklyn Center, MN�55430 jacobsonenv(a�msn.com www.iacobsonenvironmental.com 612-802-6619 cell z 1 � �� Melanie Cur�is � From: WAYNE JACOBSON [jacobsonenv@msn.com] Sent: Friday, November 04, 2011 12:14 PM To: , Catherine Bach; Lori Gherardi; Melanie Curtis Subject: Wetland Delineation for 4550 Wolferton Place in Orono, MN Attachments: Wolverton Survey, 10-31-11.pdf Catherine, Attached is the wetland drawing which shows the NE side of Wetland #1 being off the property. Per our conversation on November 3, Z011 the wetland boundaries appear to be accurate on-site. We are fine with a manage 2 classification on Wetland #1. The surveyor will place a 30 foot wetland bufFer on the plan sheet for Wetland #1. Lori Gherardi is working on getting old Wolferton Place road plans from the City of Orono to you for documentation of the incidental status of the ditched Wetland #2 on the north edge of Wolferton Place. There would be no wettand buffer requirement for Wetland #2. Please also let Lori Gherardi your schedule for approving the wetland boundary and classification. Tha n ks ln/ayne �acobsora, P.S.S., VVII.D.C., A.F.S. Senior Scientist Jacobson Environmental, PLLC. 5821 Humboldt Avenue North Brooklyn Center, MN 55430 jacobsonenv(a�msn.com www.iacobsonenvironmental.com 612-802-6619 cell 1 � .�, F� � Certi�ec�te �f Sul^ar�y � Prepared for: L ori Gh erard i , // �j'�.r" .� +. _. • .� •/;�/ ;:_;. . ;�.. r � • , ; ; ; j .� � �%�%/E��of Wet/an�=�.�.r._`�-&9�6"-�0'=^--W',67�3.:9,� (jZiat). � ' ,�'� ';'� ' ; ;:` •` ,��' ,�'.i :�� _..;>,,,.,, c•.- — .D_eliae�'er'We�Fo�� ,:, �-�' �,{� �•'� r� � , � , i ._---"-_ _ �` �� ; ' T � �_. _•—-.;�� _N _ '�•-__, _ �_�_\ ��.`w�I� :,N�'; � ^'-1�'--N'lme;`of V�,y ��__ . _ � •_"�... - � � 5✓ �.,� �\ �`� �� j, , S / . i � �i �� y' • • _`� - - � �•�,�•'�� f I,. � r�� '�Secfion;31-ff8 23;� --' -�-��83�1�9��DP; 4. 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'�� ;,=-`�-""�=--� - ---- . . , . . . �-_ . - -- =`, � .a. � . � Melanie Curtis ' From: Lori Gherardi [lorigherardi@yahoo.com] Sent: Friday, November 04, 2011 12:07 PM To: Melanie Curtis Subject: Fwd: 4550 Wolverton Place, Orono From: Lori Gherardi <loricherardi(c�vahoo.com> Date: November 4, 2011 12:04:49 PM CDT To: mcurtis(c�ci.mn.us, cmattson(c�ci.orono.mn.us Subject: Fwd: 4550 Wolverton Place, Orono Nothing like just in time. : ) Sent from my iPad Lori Gherardi JNJ Brothers, LLC 2985 Watertown Road Orono, MN 55356 www.JNJBros.com Cell: 612-670-4228 Begin forwarded message: From: WAYNE JACOBSON<jacobsonenv(cr�,msn.com> Date: November 4, 2011 11:57:48 AM CDT To: Lori Gherardi <lori�herardi(�vahoo.com> Subject: RE: 4550 Wolverton Place, Orono Lori, I spolce with Catherine Bach, Wetland Specialist of MCWD on November 3 and she indicated that Wetland#1 on the north would have a 30 foot wetland buffer as a manage 2 wetland which both the City of Orono and MCWD agree on. Wetland#2 on the south we believe is incidental from the upland soil that the area is mapped on, and from the roadside ditch configuration we believe was put in when Wolferton Place was built, creating the incidental Wetland#2 through runoff into the dug ditch alongside the north side of Wolferton Place. Ms. Bach is requesting Wolferton Place road plans from the City of Orono as additional documentation but we agreed this appears to be the case. No wetland buffer would be required on this incidental Wetland#2. Ms. Bach is fine with the wetland boundaries as they exist on the 4550 Wolferton Place property but they have a minimal amount of days they have to wait approve the i � 1 � wetland report f j according to their standard schedule which has not been fulfilled yet. If you have any other questions,please contact me at 612-802-6619. Thanks Wayne Jacobson,P.S.S.,W.I).C., A.F.S. Senior Scientist Jacobson Environmental, PLLC. 5821 Humboldt Avenue North . Brooklyn Center, MN 55430 iacobsonenv(a�msn.com www.iacobsonenvironmental.com . 612-802-6619 cell . > Subject: Re: 4550 Wolverton Place, Orono > From: lorigherardi�vahoo.com > Date: Wed, 2 Nov 2011 15:37:02 -0500 � >To:jacobsonenv(a�msn.com > >All sounds good. . > > Sent from my iPad > Lori Gherardi >JNJ Brothers >www.JNJBros.com > 2985 Watertown Road > Orono, MN 55356 > Cell: 612-670-4228 > > > On Nov 2, 201 l, at 3:07 PM, Jacobson yacobsonenv(c�msn.com>wrote: > >>Lori, I did get the delineation report to catherine bach of mcwd at 9524710590 earlier and I have a call into her on the two wetland buffer questions, we may want to go with a manage 2 buffer on the north wetland, trying to get catherines ok on incidental south wetland » >> Sent from my Samsung EpicTM 4G » 2 � .. 4! • PC Exhibit G Minnesota Wetiand Conse�vation Act � .. � Notice of Applica#ion . Local Govermnent Unit(LGin Address 1VVl[innel�a�a Cpeek Wate�shed Dist�ict 18202 Minnetonka Blvd � Deepl�aven,MN 55391 1.PROJECT INFORMATION Applicant Name Project Name Date of Application Lori Gherardi � 4550 Wolverton Place Appl�cation Number 10/21/11 Wll-25 � T e of A lication(check all tl�at a ly : • ' �Wetland Boundaty or Type ❑No-Loss ❑Exemption ❑ Sequencing ❑Replacement Plan 0 Baiilcing Plan Suinmar and descri tion of ro osed roject(attach additional sheets as necessa - Lori Gherardi has applied for approval of wetland boundaiy&type at the parcel located at 4550 Wolverton Place in the city of Orono(PiD#31-118-23-31-0005). The application was received on October 21,2011 and completed on November 4,2011. The delineation was perFormed by Jacobson Environmental on October 18, 2011. The boundaty was reviewed in the field on November 1,20l 1 by MCWD staff. During the field review, it appeared that a small area of additionai wetland extended outside the flagged . boundary at the not�theast corner of Wetland 1. After discussing tlus with the delineator, a survey of the wetland delineation was submitted on November 4,2011 showing that the area in question was not on the . properiy,making the exact boundaiy determination in that area unnecessary. The decision on the application will only apply to areas within the property boundaries of the above inentioned parcel. 2.APPLICATION REVIEW AND D�CISION $igning and mailing of this completed form to the appropriate recipients in accordance with 8420.0255,Subp. 3 provides notice•that an application was made to the LGU tmder the Wetland Conservation Act as specified above. A copy of the application is attached. Comments can be submitted to: Name and Title of LGU Contact Person Comments must be received by (minimum 15 Catherine Bach business-day comment period): District Technician December 7,2011(4:30 PM) Address(if different than LGU) Date,tiine,and location of decision: ` 18202 Minnetonk�Blvd A decision will be made following completion of � Deephaven,MN 55391 � the comment period. Phone Nuinber and E-mail Address Decision-maker for this application: • (952)641-4504 � Staff . cbach@minnehahacreek.org ❑ Governing Board or Council Signature: Date: I� t BWSR Forms 7-1-10 Page 1 of 2 •: " 1 3.LIST OF ADDRESSEES � SWCD TEP member: Stacey Lijewslu—stacey.lijewslci@co.hennepin.mn.us _ � BWSR TEP member:Lynda Peterson—lynda.peterson@state.mn.us ❑ LGU TEP member(if different than LGU Contact): ❑ DNR TEP member: � � DNR Regional Office(if different than DNR TEP member):MeIissa DoperaIslu— Melissa.DoperAlslti@state.mn.us � ❑ WD or WMO(if applicable): • � Applicant(notice only)and Landowner(if different):Lori Gherardi,2985 Watertown Road,Orono, MN 55356 � Members of the public who requested notice(notice only): Consultant: Jacobson Envii•onmental(Wayne Jacobson)—jacobsonenv@msn.com City: Christine Mattson—cmattson@ci.orono.mn.us � � Corps of Engineers ProjectMauager(notice only):Melissa Jenny—Melissa.m.jenny@usace.army.mil • ❑ BWSR Wetland Bank Coordinator(wetland�bank plan applicatious oi�ly) • 4.MAILING INFOIZMATION ➢For a list of BWSR TEP representatives;www.bwsr.state.inn.us/contact/WCA areas.pdf ➢For a list of DNR TEP representatives;www.bwsr.state.mn.us/wetlands/wca/DNR TEP contacts.pdf ➢De artment of Natural Resources Re ional Offices: • NW Reeion: NE Reeion: Central Region: Southern Reeion: Reg.Env.Assess.Ecol, Reg,Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env,Assess.Ecol. Div.Ecol.Resources Div.Ecol.Resources Div.Ecol.Resources Div.Ecol.Resources ' 2115 Birchmont Beach Rd.IV� 1201 E.Hwy.2 1200 Warner Road 261 Hwy. 15 South Bemid'i,MN 56601 Grand Ra ids MN 55744 St.Paul,MN 55106 New Ulm,MN 56073 For a map of DNR Administrative Regions,see:http://files.dru•.state.�.uslaboutdnr/diu• re ig ons.pdf ➢For a list of Corps ofProject Managers:www.mvp.usace.arm .mil/re�ulatorv/default.asp7pa�eid=687 or send to: ➢ . US Army Corps of Engineers St.Paul Distcict,ATTN:OP-R 180 Fifth St.East,Suite 700 � St.Paul,MN 55101-1678 � ➢For Wetland Bank Plan applications,also send a copy of the applicarion to: Minnesota Board of Water and Soil Resources � Wetland Bank Coordinator 520 Lafayette Road North . St.Paul,MN 55155 5.ATTACHMENTS ' In addition to the application,list any other attachments: . ❑ ❑ . ' . ❑ ❑ ❑ BWSR Forms 7-1-10 ' Page 2 of 2 � i. . PC Exhibit H 4550 Wolverton Place Sumrnarv Estimate of Fees* Subdivision Application: . Subdivision Application � $700 Proposed On-Site fvaluation—review charges � $60 per proposed lot Application Escrow (guarantees payment of City's consultant costs) $2,500 Storm Water and Drainage Trunk Fee $2,660/acre (paid for the entire plat) Park Fee (8%of Fair Market Value), but no less than $3,250/per lot and no more than$5,550 per lot x#of lots $5,550/lot Consultant Fees based on review time Storm Water and Drainage Trunk Fee, Park Fee and consultant costs are paid before final plat is recorded. *Based on 2011 Fee Schedule ' t �" :r PC Exhibit I � �� 0�.,�. O CITY of O1�ON0 =�a.�� Municipal Offices ,�,;,�'�. � �.� ��f� ' � Street Address: Mailin Address: ,� � ,��. ti g ,� ,, � ' �q �,ti. 2750 Kelley Parkway P.O.Box 66 .�� , �.� Orono,MN 55356 Crystal Bay,MN 55323-0066 24 Lori Gherardi 2985 Watertown Rd Long Lake, MN 55356 REQUEST FOR FURTHER INFORMATION SUBJECT: Zoning Application#11-3531 � The City of Orono is required to notify you within fifteen (15) business days as to the status of your application for a subdivision for property located at 4550 Wolverton Place. Below is a list of items the City of Orono is requesting to complete our review: ✓ Two (2) original scaled copies of the certificate of survey for the subdivision, and a reduced copy (11'x17'or smaller), meeting all of the survey standards indicating the following: o Abandonment of the existing driveway which crosses the proposed dividing line. Show the proposed new driveway for proposed Tract B and associated grading., and ✓ Provide evidence of an additional new 5- bedroom septic site for proposed Tract B, or resolve the existing issues of non-conformity for the current site. ✓ Provide confirmation regarding ownership of the property by Wolverton Place, LLC in the form of a deed or other legal documentation. ✓ This subdivision falls under Orono's conservation design requirements. I have enclosed City Code Chapter 78 Article XII- Conservation Design for your reference. Submittal of a conservation design � analysis (and plan, if necessary)is required. ✓ Certified Property Owners List — owners within 350' of the subject property, labels and plat map. � List, labels and map may be obtained from Hennepin County Department of Finance, Government Center,A-603 300 South 6th Street, Minneapolis,telephone 612.348.5910. Application #11-3531 is incomplete. If you wish to proceed with your application please submit the items requested above by October 28 at noon in order to remain on the November 21, 2011 Planning Commission agenda. Please contact me at 952.249.4627 or email at mcurtis@ci.orono.mn.us should you have any questions. Sincerely, � City of Orono � Melanie Curtis , , Planning&Zoning Coordinator encl C: Lori Gherardi &Revis Stephenson via email Telephone(952)249-4600 •Fax (952)249-4616 www.ci.orono.mn.us � Jy } PC Exhibit J aj} �`0 ��-4�e�. ��f�, "$'�{ 4}=.�*� r �,��,r� �,.- Y �e � y� �. a ,•A, I ,� 7 i_%�{ 6� ��W ��''>,. ��r�j ��'�1�;¢n`''�^�u�'FS-.�.�''�':. ,t,��' .s�. � I .� `r'�'"�-�'��'r .4.x a 4s � �t, '�'�'`��.,e�::`�„-��'�� ?e-a;�� '��_a�� s `• i3� ° f o ��w;'°�i�_,�t' �.4iL`t�.�"�r� ��t¢ �' � ' �.�' �-�=�� : S�i � j� . �4 .`��c„��:s�� i'L�,�+ ��..�� '' �s ��"��.. ,�^"r� �� N t� . ��} �.:3°- � -��3!!k r �1 �i �y�.a � ��,� jiFY.,�-A� !V.�S�� t ��'. 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"�+ Y7�s��,�� {�a.Yts��A",,, � � � * ... O � � �Y�' -".�.�i*�.` 4� _':75�1�"1' }'�s��S'xid~�:�!"'�'2� ��' ! ;M1�,� tL0 ;� �n C I . Z . ;� U c � - LL � (1 -'x , PC Exhibit K ARTICLE XIL CONSERVATION DESIGN DIVISION 1. GENERALLY Sec.78-1631. Purpose and intent. The City of Orono as a result of the Rural Oasis Study conducted in 2005 finds that there is an intrinsic link befinreen the natural systems and the valued scenic character that exist throughout the community. The requirements of this conservation design ordinance are meant to preserve and enhance this ecological/aesthetic character by requiring: (1) protection and enhancement of drainageways and water quality; (2) protection and enhancement of ecological communities; (3) reinforcement and establishment of ecological connections throughout the city; (4) augmentation and preservation of viewsheds including corridor enclosure and buffering; (5) preservation and improvement of views; and (6) preservation or reinterpretation of local landmarks. � (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 78-1632.Applicability. The Conservation Design Master Planning requirements of this article apply to all proposed residential subdivisions or multi-unit residential developments greater than five acres in total area or guided for urban density(greater than one unit per two acres). � (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 78-1633. Definitions. The following words, terms and phrases, when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning: Conservation design means a two-phased approach to design and development that maintains or improves ecological assets, provides infrastructure that works with the land, and incorporates people's instinctive desire to experience nature. Some conservation design strategies include: identifying and avoiding sensitive natural features, planning roads along contours, allowing lots to border natural open space, integrating ecological stormwater management, using smaller lots, and educating developer and buyers about the ecological values of the landscape. The first phase entails an inventory and analysis of the potential development site's natural features, existing land uses, and wetland delineation. The second phase entails analyzing the design implications of the findings from the initial phase, alternative stormwater design, and a conceptual design for road and lot layouts. Minnesota Land Cover Classification System (MLCCS) means the Minnesota Land Cover Classification System (MLCCS) displays data on natural/semi-natural and cultural cover types at the highest level of classification. The next four levels of classification each reveal further specifications such as plant types, soil hydrology, impervious surfaces and plant species. Using MLCCS data is the first step in producing a natural resource inventory of a development site. Orono Natural Resource Inventory means an element of the Orono Community Management Plan that displays the ecological connections within and beyond the City of Orono. Corridor enclosure means the nature, appearance and relative degrees of screening provided by roadside vegetation. Corridor enclosure types include: � � Open enclosure: Long views beyond the right-of-way, no real sense of corridor enclosure. Edged enclosure: Solid wall of vegetation along roadside, views focused along corridor. Tunneled enclosure:Vegetation begins to completely enclose roadway, above and sides, creating a"small scale" t i.) , I roadway experience. Varied enclosure: Enciosure changes rapidly along corridor, short stretches of open, edged, and tunneled corridor. View analysis means the process of determining whether a view is positive or negative. Posifive views:Views of natural areas, water bodies, established parks, wetlands, rural and historic land uses. Negative views:Views of structures, particularly multi-family residential, institutional, and commercial and industrial uses. Views of power lines, telephone poles and other utility infrastructure. Landmark preservation and enhancement means preserving and maintaining distinct cultural features, landmarks and unique points of local character, both natural and man-made, to maintain a familiar sense of place in the community. Ecological Management Categories: Level 1: Ecological "off-limits"areas, including wetlands and required buffers, historic drainage. Level 2: Ecological opportunities, including existing degraded drainageways and existing degraded ecosystem remnants. Leve!3: Ecological possibilities: Areas suitable for stormwater treatment. Note: These Ecological Management Categories are not intended to directly correlate with MLCCS M-34X Natural Community Quality Modifiers. Significant tree stand means a grouping or cluster of coniferous and/or deciduous trees with contiguous crown cover, occupying 500 or more square feet of property, which are comprised of deciduous trees six inches or larger in diameter(d.b.h.) or coniferous trees 12 feet or more in height. Additionally, those forest or woodland remnants identified as high, moderate or good quality in the Orono Natural Resources Inventory shall be considered as significant tree - stands. . (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 2. BASIC APPLICATION AND PLAN REQUIREMENTS Sec. 78-1634. Application requirements and procedures. The developer shall follow the steps outlined below as part of the development review process: (1) Review and respond to the Goals and Policies for Environmental Protection and Natural Resource Management as established in the Orono Community Management Plan and the recommendations contained within the Orono Natural Resources Inventory. The intent is to establish the property's ecological connections both within Orono and as part of the regional ecological system. (2) If the property exists adjacent to a documented corridor in the Rural Oasis Study, review and respond to the existing aesthetic and ecological analysis. (3) If the property is not adjacent to a documented corridor in the Rural Oasis Study, developer shall have a qualified consultant prepare a similar analysis and submit it to the city for review. This analysis shall include the documentation of views, corridor enclosure, and landmarks through a plan analysis and photographs. Developer shall be charged a standard fee established in the city fee schedule to cover the expenses of the city in hiring a consultant to review the ecological site analysis submitted by the developer. ; .�., _, . . (4) Additionally, submit a natural resources inventory of the site, including all of the following elements: a. Review of the MLCCS data pertinent to the site. b. Tree survey, including all significant individual trees greater than six feet diameter, and stands of trees, identifying tree species and size. c. Wetland inventory, including delineation reports. d. Topographic survey indicating existing drainage patterns. e. Analysis of the site based on the findings and recommendations of the Orono Natural Resources Inventory with regards to: •Conceptual greenways and open space corridors; •Existence of rare plant communities; •Potential need for proactive management and protection. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 7 -1635. asic Conservation Design Master Plan requirements and evaluation criteria. The developer shall prepare a Conservation Design Master Plan for development of the property, consisting of written and visual documentation including maps in an acceptable electronic format, addressing the following topics: (1) Consideration of the existing drainage system; (2) Establishment of a stormwater management system, using multi-cell treatment principles, and defining ` proposed methods of stormwater phosphorus reduction; (3) Removal of invasive species and diseased trees; (4) Protection of significant tree stands and woodlands that support scenic and/or ecological goals, including mitigation of any such stands to be impacted by development activities; (5) Protection of existing wetlands, including augmentation of buffers, mitigation of impacts, and enhancement of degraded systems; (6) Justification and mitigation of any negative impact to ecological communities. "Negative impact" includes any modification to a lower level of ecological community quality, as described by the Minnesota Land Cover Classification System (M-34X Modifiers); (7) Maintenance of ecological connections through site design, as shown on the Orono Natural Resource Inventory; (8) Maintenance and protection of existing positive views, and mitigation of any existing or proposed negative views using appropriate measures such as site layout, screening, building design and coloration, etc.; and (9) Preservation or reinterpretation of existing landmarks. � The planning commission and city council shall evaluate the Conservation Design Master Plan to determine whether the proposed development: (1) Preserves existing drainage patterns and enhances stormwater collection and conveyance by applying an � 'z.�! ecologically-based multi-cell stormwater management system that improves ecosystems by reducing reliance on manmade infrastructure, reducing downstream runoff of contaminants, and enhancing ecological connections; (2) Includes a program for the removal of invasive species and diseased trees; protects significant tree stands and woodlands that support scenic and/or ecological goals; and includes mitigation of any such stands that will be impacted by development activities; (3) Protects existing wetlands by implementing new buffers or augmenting existing buffers; mitigates identified wetland impacts; and enhances degraded wetland systems; (4) Results in no negative impact to ecological communities of Ecological Management Categories 1 and 2; results in no negative modification of any ecological communities as described by the Minnesota Land Cover Classification System; and establishes, maintains and improves native ecological communities including natural and semi-natural areas to provide wildlife habitat and support natural ecological functions (i.e. drainage, filtering, buffering, etc.); (5) Establishes or maintains ecological connections through site design, as shown on the Orono Natural Resource Inventory that will enhance stormwater collection and conveyance, promote ecological and wildlife corridors, and provide recreational opportunities for residents; (6) Preserves and where appropriate augments or improves roadway corridor enclosure to promote community aesthetics associated with the city's rural character; preserves open rural views and other aesthetic elements of the landscape; and mitigates the negative visual impacts of development; (7) Preserves, maintains, or reinterprets existing landmarks and unique points of local character, and preserves distinct cultural features that will maintain a familiar sense of place in the community. (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 3. DENSITY ONUS STANDARDS Sec. 7 -1636. Density bonuses for urban density development. For residential development in Orono's defined urban area (zoning districts allowing densities in excess of one unit per two acres, and including properties identified in the Orono Community Management Plan for conversion to urban density)within the ranges of the guided density a density bonus may be allowed if the city council finds that the performance bonus requirements of this division have been met. The city council shall determine the extent of density bonus awarded for such properties. Example: Properties guided in the Community Management Plan for a density range of two--four units per acre have a base density of two units per acre; while the high end of the density range is not guaranteed, the city council at its discretion may allow development at a final density of up to four units per acre through the performance bonus process. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 7 -1637. Performance bonus requirements. � Within the urban density area, developers have the opportunity to increase the base density by going above and beyond the asic Conservation Design Master Plan requirement. y implementing a combination of development enhancements that not only preserve but improve the natural characteristics of the property or preserve and enhance _ existing landmarks, the devefoper shall become eligible for a density bonus. The extent of such density bonus shall be determined by the city council. Development enhancements include but are not necessarily limited to the following: (1) Reforestation beyond existing woodland limits; (2) Water quality improvements; ' ,� �� :�. ' (3) Improvements in ecological grade of existing communities; (4) Upgrading of edge buffering to maximum, or tunneled, character; and (5) Major preservation or enhancement of existing landmarks. (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 4. LONG-TERM PRESERVATION Sec. 78-1638. Preservation requirements. The developer shall establish and implement measures that will ensure the preservation and maintenance of those elements of the development that are determined to require long-term or permanent protection from development or misuse. Such measures may include but are not limited to: conservation easements; deed restrictions; private covenants; transfer of ownership to agencies such as the Minnesota Land Trust or the Nature Conservancy, or to the city via dedication, etc. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 78-1639. Buyer education. � The developer shall establish covenants documenting the elements of the development to be protected and how they are to be protected, and shall establish a defined program for education of the initial purchasers of lots within the development as to the limitations that afFect future use of the property. (Ord. No. 67 3rd series, § 1, 1-11-2010) .,: . . .� DIVISION 5. • • RESOURCES � Sec. 78-1640. Resources. The primary references for facilitating the conservation design process include the following: •Orono Rural Oasis Study(DSU, 2005). •2008--2030 City of Orono Community Management Plan, Chapter 3A--Environmental Protection Plan (City of Orono, 2009). •Orono Natural Resources Inventory (Hennepin County Department of Environmental Services/Bonestroo Natural - Resources Group, 2006). •Minnesota Land Cover Classification System (MLCCS). (Ord. No. 67 3rd series, § 1, 1-11-2010) � @ � PC Exhibit L � o � + � a�i , a � � � o = � � o ` �-� � m � C� � � m @ � � � •� � �o � �n � � � O � p. N� p . � R . N Q C cn t� � z � � m 0- > >,� � �� v Q - = a � � � y � ° ` � w LL� I v �O h�',mo � �_ � N O ��+}.'z'$ . Q � � t� O�� ' U � ' � " s " ° P � 'r" s � � ^ � m � °' s - s - � i i i i i i i i i i i , o E��.. .. ,� — _ _ ' - — - i S t ,.� -',--t F ��_ __—T— I � —�-- I ._T _T_ �s �, � � ,� I I + . 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' : ;, - _ �� _ a _ _._ ....._.....__ __. . _ .. . . _ .._ , __._._.... _ . . f.sf � ( <<----_—.__ s �i For more information contact:� PYlflt Date' 10/26/2011 � � V�j � ;HennepinCountyGlSDivision W�TA_ � 1v�ap Legend: � �f!300 South 6th Street Map Scale: 1" = 352' � i : ��;Minneapolis,MN 55487 i ; �;gis.info@co.hennepin.mn.us Buffe�Size: 350 feet ' � �Ifater t�tajor Roads ! f Parlt t�inor Roads � i � .--._...._ i i Map Comments: �� _�iM� —^ � Parcel �� i ' ! � � � ' ��"�� f � Buffer Region � 4550 WOLVERTON PL `� , ( � -, ��—C � 1 ,� I! ! } ORONO, MN j � i `: :' Selected Parcels , �` � ,� � � ; . I � ; ! f � � �� ; � �; �I � /1/►1\ ' S � ' f '' �I ��°`�a NENNEPI[d I �! + ads� a� �� 1 � !� �tax{ � I� �! � i � � ��i� � � �`� I_____ _ _________ L _� � i ' , �� ;,?____ —_ ._. ._._..r..�___. __.__.�: .____.^ _ ____� � !'..._._...�__.�._ _�.. �._ _ � _.�..._. �i � t�.��' �l. � , . RUN DATE: 10/Z6/2011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'I) PC Exhibit N 38 3I-IIS-23 23 0009 38 31-118-23 24 0003 38 31-118-23 24 0004 RACHAELLE F BRADY T W OTTEN&A M OTTEN I L&M R BROLL 420 DEBORAH DR 425 TURNHAM RD 4545 WATERTOWN RD RACHAELLE F BRADY TIMOTHY W&ANNA M OTTEN JEFF BROLL 420 DEBORAH DRIVE 425 TURNHAM RD 4545 WATERTOWN RD MAPLE PLAIN MN 55359 MAPLE PLAIN MN 55359 ORONO MN 55359 38 31-118-23 24 0007 38 31-ll8-23 24 0008 38 31-118-23 24 0009 , N K A SILLERUD/1 D S[LLERUD CITY OF ORONO MCCULLEY FARM HOMEOWNERS ASS 415 DEBORAH DR 38 ADDRESS UNASSIGNED 38 ADDRESS iJNASSIGNED JONATHAN S NORA SILLERUD CITY OF ORONO MCCULLEY FARM HOMEOWNERS ASS 415 DEBORAH DR BOX 66 475 DEBORAH DR MAPLE PLAIN MN 55359 ORONO MN 55323 • MAPLE PLAIN MN 55359 38 31-1 IS-23 24 0013 38 31-118-23 31 0005 38 31-118-33 31 0006 PAUL CADY JPMORGAN CHASE BANK N A C E PHELPS&J C PHELPS 465 TURNHAM RD 4550 WOLVERTON PL 385 TURNHAM RD PAUL CADY CHASE HOME FINANCE LLC CHARLES E/JENNIFER C PHELPS 465 TURNHAM RD 7255 BAYMEADOWS WAY 385 TURNHAM RD MAPLE PLAIN MN 55359 JACKSONVILLE FL 32256 ORONO MN 55359 38 31-118-23 31 0007 38 31-118-23 31 0008 3S 31-118-23 31 0009 R A lOHNSON ET AL SUBf/L E G R&K A E KIRKPATRICK D P&K L GRANDSTRAND 4575 WOLVERTON PL 4515 WOLVERTON PL 4435 WOLVERTON PL REBECCA L JOHNSON GREGORY&KATHY KIRKPATRICK DAVID P/KAREN L GRANDSTRAND 4575 WOLVERTON PL 4515 WOLVERTON PL 4435 WOLVERTON PL MAPLE PLAIN IvIN 55359 MAPLE PLAIN MN 55359 ORONO MN 55359 38 31-118-23 310010 38 31-118-23 31 0011 38 31-118-23 32 0001 HENNEPIN FORFEITED LAND HENNEPIN FORFEITED LAND CTTY OF ORONO 38 ADDRESS LJNASSIGNED 38 ADDRESS UNASSIGNED 3S'ADDRESS UNASSIGNED HENNEPIN FORFEITED LAND HENNEPIN FORFEITED LAND CITY OF ORONO 1027-NC 1027-NC BOX 47 CRYSTAL BAY MN 55323 I CERTIFY THAT THE FACTS REPRESENTED ARE,AN ACCURATE AND TRUE REPRESENTATION OF INFORMATION AS IT APPEARS 4THIqS DATEf1O�Ni THE CO S /��TH� EPIN CO�TAXPA ER SERVICES DEPARTMENT. DATE: OC i L 6 2u�i BY:/, / �` . � 1 � �� ' Date Application Received: 10/19/11 Date Application Considered as Complete:10/27/11 60-Day Review Period Expires: 12/26/11 To: Chair Schoenzeit and Rlanning Commission Mer'nbers Jessica Loftus, City Administrator � �. �I, n�' ' From: Melanie Curtis, Planning &Zoning Coordinator �)v� r Date: 14 November 2011 Subject: #11-3532, Mike& Pam Sime,3095 North Shore Drive, After-the-Fact CUP Public Hearing ----------------------------------------------------------------------------------- Zoning District: LR-16,One Family Lakeshore Residential, 1-acre, 140' Lot Area: 53,254 s.f. (1.2 acres) Lot Width: 150-feetin width _ Application Summary: The applicant is requesting after-the-fact approval of a beach/bench area created within the rip-rap at the shoreline. Staff Recommendation: Planning Department Staff recommends approval of the CUP and associated hardcover. Pertinent Zoning Ordinance Sections Sec. 78-916. Granting of permit. Sec. 78-1282. Driveways,stairways, lifts and landings. Sec. 78-1286. Topographic alterations/grading and filling. Sec. 78-1288. Hard coverlimitations. List of Exhibits Exhibit A. Application Exhibit B. As-Built Survey • Exhibit C. Screening Illustration: Photos—by Applicant � Exhibit D. Submitted Hardcover Calculations Exhibit E.. MCWD Permits—2008 Exhibit F. Violation Letters—2009 Exhibit G. Site Photos—2009 Exhibit H. Site Photos—by Staff 2011 Exhibit I. Aerial Photo History � Exhibit J. City Code Sections Exhibit K. Property Owners List Exhibit L. Plat Map Background In 2009 a previous owner installed rip rap along the shoreline with permits from the MCWD. As part of that project a 7 foot wide main staircase to the lake,two additional sets of stairs as well 15 November 2011 FILE#11-3532 Page 2 of 4 as a retaining wall and bench within the rip rap for a beach were constructed.The additions beyond the basic rip rap project required City approval. When the City became aware of the additional, unpermitted work the property owner was notified and they began attempting to resolve the violations. Unfortunately,the property went into foreclosure before all of the � violations were corrected. The applicants purchased the property with the intention of building a new home. They were made aware of the outstanding issues priorto their purchase and . discussed solutions with City Staff. At this time the new home on the property is nearly complete and the applicants would like to resolve the remaining outstanding violation and bring the property into compliance. In order to do so after-the-fact approval of a conditional use permit for the existing beach area will be necessary as the other violations have been removed or corrected. The hardcover resulting from the beach area does not appear to be significantly greater than what would exist in the rip rap had it been constructed consistent with the remaining shoreline rip rap. Because the applicants weren't the homeowners at the time of the violation, an after-the-fact fee has not been applied to this application. ------------------------------------------------------------------------------------ LOT ANALYSIS WORSHEET � Lot Area/Width: � LR-16 ' Lot Area Lot Width Required 43,560 s.f. (1.0 acre) 140' Actual 553,254 .f. (acre) 150' Hardcover Calculations: Hardcover Zone Total'Area in Allowed Existing Proposed . Zone Hardcover Hardcover Hardcover * 0—75 11,380 s.f. 0 s.f 0 s.f. No Change (0%) (0%) 75—250 26,492 s.f. 6,623 s.f. 6,404 s.f.* No Change (25%) (24.2%) 250—500 15,382 s.f. 4,614 s.f. 4,414 s.f.* No Change (30%) (28J%) * After exclusion of fabric or plastic-lined landscape beds ------------------------------------------------------------------------------------ Hardcover Variance The beach area is generally incorporated into the footprint of the rip rap, and does not appear to result in a significant amount of additional hardcover over what would normally be included within the rip rap. The applicants' builder has submitted an as-built survey for the new home which also includes as-built hardcover calculations. The City does not require shoreline rip rap to be included within hardcover calculations. For this reason the submitted as-built hardcover calculations must be revised and resubmitted in order to have an accurate accounting of the hardcoverfortherecord. Zoning Code Sections 78-916 and 78-1286(e) provide guidance for the granting of a conditional use permit. Specifically,78-1286(e)states the following: � (1) Grading or filling in any type 1, 2, 3,4, 5, 6, 7 or 8 wetland must be evaluated to ' 15 November 2011 FILE#11-3532 Page 3 of 4 determine how extensively the proposed activity would affect the following functional qualities of the wetland: Not applicable. • (2) Alterations must be designed and conducted in a manner that ensures only the smallest amount of bare ground is exposed for the shortest time possible.The work in 2008 was overseen by the MCWD and watershed permits were obtained. Based on the Watershed involvement staff assumes the work was done in accordance with the relevant erosion control � regulations. (3) IVlulches or similar materials must be used, where necessary, for temporary bare soil coverage, and a permanent vegetation cover must be established as soon as possible. This is an after-the-fact review. The work is completed, the area has been stabilized and vegetation established. (4) Methods to minimize soil erosion and to trap sediments before they reach any surFace water feature must be used. This is an after-the-fact review. The work is completed, the area has been stabilized and vegetation established. � (5) Altered areas must be stabilized to acceptable erosion control standards . consistent with the field office technical guides of the local soil and water conservation districts and the United States Soil Conservation Service. This is an after-the-fact review. The work is completed, the area has been stabilized and vegetation established. The work in 2008 was overseen by the MCWD and watershed permits were obtained. Based on the Watershed involvement staff assumes the work was done in accordance with the relevant erosion control regulations. (6) Fill or excavated material must not be placed in a manner that creates an unstable slope. This is an after-the-fact review. The work is completed, the area has been stabilized and vegetation established. (7) Plans to place fill or excavated material on steep slopes must be reviewed by the city engineer for continued slope stability and must not create finished slopes of 30 percent or greater. The work in 2008 was overseen by the MCWD and watershed permits were obtained. The retaining wall as constructed is less than 4 feet in height. The City engineer has not�reviewed this portion of the property as the construction was complete and the area stabilized. (8) Fill or excavated material must not be placed in bluff impact zones. Not applicable. � (9) Any alterations below th� ordinary�high water level of public waters must first be authorized by the commissioner of the department of natural resources under Minn. Stat. § 103G.245.Any alterations below the OWHL were permitted by the MCWD. (10) Alterations of topography must only be allowed if they are accessory to permitted or conditional uses and do not adversely affect adjacent or nearby property. The rip rap area appears to be constructed generally consistent in slope and height to the adjacent 15 November 2011 FILE#11-3532 . Page 4 of 4 properties. (11) Placement of natural rock riprap, including associated grading of the shoreline and placement of a filter blanket, is permitted if the finished slope does not exceed three feet horizontal to one foot vertical, the landward extent of the riprap is within ten feet of the ordinary high water level, and the height of the riprap above the ordinary high water level does not exceed three feet.A riprap permit shall be obtained per the requirements of section 78-969. The work conducted in 2008 was permitted under the MCWD. Analysis The applicants have planted vining vegetation over the existing rip rap area, as illustrated in the photos taken by City staff in September of this year(Exhibit H). VUhen compared to the photos taken in 2009 (Exhibit G)the vegetation screens and softens the appearance of the rip rap when viewed from the lake.The applicants have proposed to continue the vegetative screening in the wall area to offer additional screening from lake views.The rip rap and beach area were created in 2008,are stable and pose no obvious threats of failure or erosion. The applicants have reduced the width of the main staircase form 7 feet to a Code allowed 4 �� feet in width as well as removed the two, additional staircases leading to the lake removing most of the pre-existing violations. Staff finds that the removal of the additional rema`ining hardcover resultin.g from the retaining wall and beach area may not be significant enough to balance out the risk of creating the potential for an unstable, open shoreline. The applicants' plans to provide additional vegetative � screening appear to mitigate any potential negative impacts of the wall and beach when viewed from the lake. Issues for Consideration - 1. Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested CUP? 2. Are there any other issues or concerns with this application? Staff Recommendation Planning Staff recommends approval of an after-the-fact conditional use permit in order to allow the existing wall, bench and beach area to remain as constructed within the shoreline rip rap. The additional hardcover resulting from these improvements should be calculated by the surveyor prior to the City Council's review of this application and included within their review. ' PC Exhibit A Application# [, '�;�� . Date Received , �I � Amount Paid CITY OF ORONO CONDITIONAL USE PERMIT and OTHER LAND USE APPLICATION PROPERTY LOCATION Site Address �O°�� N'a'�� e'�{za�2G, p�1.Vi�. Type of Application to be Filed G�(�� Property Identification Number(P.I.D.) . APPLICANT . Name_ 5 f.r�A-21'L/�d"' f��C�ee �d. L1.� Phone(home) Phone( ork) �L 5Z-- d�'la–�Z SCa Addressq-{aQ– Z►'�ST" City LRaCG��r Zip .a�3'�r f OWNER(if different than applicant) Name I�f'°r 4��',M. �Cvt�b� Phone(home) Phone Hn�lc�� le(2 � "7lJ�1— � Address�h � City Zip Date Property Acquired (month/year) I (do)(do not)also own the adjacent parcels of land. FEES-CONDITIONAL USE PERMITS•- $700.00 Residential Accessory Use � $700.00 Institufional (church,school, etc.) $700.00 Guest House/Guest Apartments $700.00 Duplex ' $700.00 Commercial/Industrial Use �$700.00 Land Alteration Permit Grading and filling-designated wefland or floodplain Grading and filling-501 cu.yd.or more � plus$700 Escrow 3� Grading, seawall, retaining walls within 75'of lakeshore $350.00 Renewal Fee(IF no change from original application) ?� After-the-Fact Fee-Double Current Application Fee OTHER APPLICATIONS . ' $700.00 Commercial Site Plan Review, PLUS consultant fees Commercial Site Plan Review Escrow,$10,000 minimum $200.00 Easement Vacation,with Subdivision Application $700.00 Easement Vacation without Subdivision Application � $700.00 Rezoning $700.00 Comprehensive Plan Amendment $100.00 Appeals � $700.00 Zoning Code Amendment RPUD/PUD/PRD/PID-see Fee Schedule Other-see Fee Schedule ��s��v�� . ocr � � zolt c�r oF oR�rvo CUP and Other Land Use Applications Last Updated: November 19,2010 ' . $ � � • � � REQUIRED SUBMITTALS 1. � Completed Application Form. � 2. • � Describe request in detaii. 3. � Certified Property Owners List of owners within 350' of the subject property, labels and plat map. List, labels and map may be obtained from Hennepin County Department of Finance, . Government Center,A-603 300 South 6�'Street, Minneapolis,telephone 612-348-5910). � 4. �o Certificate of Survey(signed by a licensed surveyor)-refer to handout for survey information. 5. � � Attach legal description to application if not included on required survey. 6. � Topographic survey (existing and proposed contours) if land alterations involve changes in elevation (grades). 7. List of the legal names (include marital status) of all persons with an interest in the property. This would include name(s)of applicant(s) if not current owner(s). 8. Construction plan, if applicable(see staff for requirements). 9. As an addendum to this applicafion,please attach a separate list of any other persons you wish notified of this application. . YOU ARE REQUIRED TO SUPPLY 3 COPIES OF LARGE DOCUMENTS AND 1 COPY FOR REPRODUCTION (11"X 17"OR SMALLER) FOR ALL DOCUMENTS SUBMITTED. (Staff will require scaled drawings of all documents, plans, etc.to be submitted.) The Applicant and Property Owner must sign this applicafion. Please remember that your application is not complete if the above information has not been included. APPLICANT'S SIGNATURE The applicant hereby agrees to provide all informafion required or requested by the Zoning Administrator, agrees to pay additional fees (staff time not covered by original fee payment) and/or unusual expenses incurred in review of this application,and certifies that the information supplied is true and correct to the best of his/her knowledge. � � Applicant's signature Date �al. /�I/ZD�� OWNER'S SIGNATURE The owner hereby acknowledges and agrees to this application and further authorized reasonable entry onto the property by City staff, consultants, agents, commission members, and Council members for purposes of investigation and verification of this request. . r � . , Owner's signature � Date �Q�� /�/� Applicant must have all submittals into the City offices 25 days before the Planning Commission Meeting. Planning Commission Meetings are held on the third Monday of each month. Applicants must be present at all scheduled review meetings of the Planning Commission and Council. If an applicant is unable to �� ' attend a scheduled meeting, please make arrangements to have an authorized agent attend in your place and advise the Building&Zoning Office of this change prior to the meeting. . ��V�� ocr � � z�>> � �e�o�o�orvo CUP and Other Land Use Applications Last Updated: November 19,2010 � 9 � � . q �_ . . . 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',s`�3dw�,�,?t i,�.4;b �,"''��"� 4P��j b�f'�� ,4�, R .6f � � �� t 't<.��{ •;,f`� ]��;,��; 3`?,. �t ��' �� L,a ��, 1 'i,�• r ., � . >;,,�� `. }y � i.;��i � � �'1,5�� •��1�'��t�`s.� 6 S �+� -�' '�t ��}��'�,i�rK .� �� rt4..�-�1 �y �� c�}� ��.� �� ''r�'•A�u� '�„ ��.,'�.��t"i�+ �',i � �� .:i,�� i `� y �.�,.& �'�lw1�l'�S�S $�- �' @� �."f�� '�.7 �� iP � ;F� x} " Y` `� ��}Y ��. � t ��p ��; �� d��. �.�-; ,,� , ;,�, ��-� 'r = � �, � � -� � �� . ,� �� t� � j� ',�;��,v `'4R�� y,.^' '.$ f'�! �' f , �:�; 1� o: � ✓ 5•: „� � � ��g''? � � '.s e ' , ti;. �� ' s- .i,' i�� i=:S` ■ t " �`- :� G �-'tY' • � � � .s ��fsC � t'! • _ � r � ak �r � , 1 `T�:t � �s: - ., , � PC Exhibit D SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' S00-1000' F.XTSTTN� ARD OV •R TN ,ON • A. House x = S.F. i.ength . Width X = S.F. X = S.F. X = S.F. B. Garage x = S.F. C. Driveway . x = S.F. = S.F. D. Sidewalk x = S.F. X = S.F. E. Patio/Deck x = S.F. X = S.F. F. Landscape x = S.F. . with plastic x = ' S.F. • X = S.F. G. ' Other x = TOTAL HARDCOVER IN ZONE 0 S.F. A TOTAL PROPERTY AREA IN ZONE 11380 S.F. B ' A 0 = s 11380 ioo = 0.0 g PROPOSED'HARDCOVER IN ZONE A. House x = S.F. Length . Width � S.F. S.F. S.F. B. Garage S.F. C. Driveway S.F. S.F. D. Sidewalk S.F. S.F. E. Patio/Deck S.F. S.F. F. Landscape S.F. S.F. S.F. G. Other TOTAL HARDCOVER IN ZONE 0 S.F. A TOTAL PROPERTY AREA IN ZONE 11380 S.F. B A 0 = s 11380 loo = 0.0`•k � �� OCT 2 4 tUt1 C�fY �F ��J�� .5 Not�h s��-� /I N l_Af��i SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' S00-1000' F.XISTTNG HARt7 OV .R TN ,ON . A. House x = 3886 S.F. Length width X = S.F. X = S.F. X = S.F. B. Garage x = S.F. C. Bituminous Driveway x = 1445 S.F. X = S.F. D. Paver Walk/Stoop x = 435 S.F. S.F. E. Patio x = 638 S.F. X = S.F. F. Landscape x - = S.F. with plastic x = S.F. x = S.F. ' G. Other x = TOTAL HARDCOVER IN ZONE 6404 S.F. A TOTAL PROPERTY AREA IN ZONE 26492 S.F. B A 6404 = a 26492 i o o = • 2 4.2 � PROPOSED ARD OV •R TN ,ON . A. House x = S.F. Length Width S.F. S.F. S.F. B. Garage S.F. � C. Driveway S.F. S.F. D. Concrete x = S.F. X = S.F. E. Deck S.F. S.F. F. Landscape S.F. S.F. S.F. G. Other TOTAL HARDCOVER IN ZONE O S.F. A TOTAL PROPERTY AREA IN ZONE 26492 S.F. B • A 0 = B 26492 10 0 = 0.0 � SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500 500-1000' F.XTSmTNC HARnCOVER TN ZONE A. House x = S.F. Length Width � X = S.F. X = S.F. X = S.F. B. Garage x = 986 S.F. C. Bituminous Driveway x = 3377 S.F. X = S.F. D. Stone walls x = 51 S.F. X = S.F. E. Patio/Deck x = S.F. X = S.F. . F. Landscape x = S.:F. X = S.F. . X = S.F. G. Other x = TOTAL HARDCOVER IN ZONE 44 14 S.F. A TOTAL PROPERTY AREA IN ZONE 15382 S.F. B A 4414 = B 15382 l00 = 28.7 � PROPOSED ARD -OV .R TN •ON . A. House x = S.F. � Length Width - X = S.F. X = S.F. X = S.F. B. Garage x = S.F. C. Driveway x = S.F. X = S.F. D. Sidewalk/Stoop x = S.F. X = S.F. E. Patio/Deck x = S.F. . X = S.F. F. Landscape x = S.F. X = S.F. X = S.F. • G. Other x = TOTAL HARDCOVER IN ZONE 0 S.F. A TOTAL PROPERTY AREA IN ZONE 15382 S.F. B A 0 = B 15382 ioo = 0.0 � � r . ADVANCE SURVEYING & ENGINEERING CO. RECAP OF ASBUILT HARDCOVER AT 3095 North Shore Drive,October 18,2011 ZONE 0-75 75-250 250-500 500-1000 TOTAL AREA IN ZONE SQUARE FEET 11380 26492 15382 0 53254 ALLOWABLE HC 0 6623 4615 0 11238 TOTAL HC EXISTING 0 6404 4414 0 10818 TOTAL HC AFTER PROPOSAL 0 0 0 0 0 UNDER OR(OVER) 0 219 201 0 Attached are city worksheets for each zone, please review your aurvey and theae workaheets with the city to be aure they agree that the items shown as hardcover are indeed hardcover under their interpretaion of their ordinances. Rip rap and gutters were not counted as hardcover. I hereby certify that this report was prepared by me or uncler my direct supervision and that I am a licensed Professional Surveyor and Professional Engineer under the laws of the State of Minnesota. .��,�, ,�. ��,�, ,� James H. Parker P.E. & P.S. No. 9235 . Pem,it# _ 37 � Sandbl�nket Permit and Sand Source �xhibit Form FAST TRACK PERMIT Pc EXn�b�t E � � MINNEHAHA CREEK WATERSHED DISTRICY (MCINp) 18202 MINN�TONKA BLVD. Ph: 952-471-0590 DEEPHAVEN, MN 55391 Fax: 952-a71-0682 . 1,��/a ��.2`�'�side at ?J ' �rn✓-�r-, (Property Owner) (Addtess) (CIty1 �ILl , -0� �g5'�'S7� request approval to install a sandblanket an property described (State,Zip) hone) �s �� ND/��'��-�ar �J-`�� , located in_ �Ypf1 n , (Streel edd►ess) (Within the City boundariea) (Coun ) on _ Lr��[t ��h►ro�a-�C3 �,��. (Property ID#[PIQi�]) (Lake) ( ay) I have contracted with t T� (Name af Compeny� , (Stteetaddress) ��, . � � to install clean sand from the (city, ta e,Z� 1 (Phon ) following source Aw,� pplier) (Ad _ ) ( il}l� I �� I (Phone) • I will install the sandblanket from the following source , (5uppller) (Address) � (Clty,Stat¢,Zip) � � (Phone) My shoreline is�feet�nd the dimensions of the proposed sandblanket are: ��X � �t � . (Langth) �X�. Sandblanket dimensions cannot exceed a lehgth of 50' (or 50% af shoreline), , (Dapth) (Wi th) a width of 10` and a depth of 6". If this project requires municipal approval or review, please attach documentation of the municipal approval with this application. I understand that if this applicatioh is not completely filled out, or if 1 fail to submit the required exhihits, the application is incomplete and will be �etumed, It will not be reviewed by MCWD staff until complete. By _• signing this application, I agree and understand that the District may enter the property at reasonahle hours to conduct an inspection to determine whether the terms of the permit are being met. 1 fu►ther understand that if I violate the terms and cQnditions of the permit that is issued based upon this applicatian, the District shall conduct a field inspection of the project per MCWQ Rule J, provided with this application. l understand the District will charge fees to cover the actual costs of field inspections, including investigation of the area affected by the work, analysis of the work, including the services of legal counsel and enginee�s, and any subsequent monitoring of the work. The District's actual costs are deemed to begin accruing when the District issue�a�ice of the tion to ermittee. I have read and understand the MCWD Technical Guidelines for sa lan ' � (Si nature of Prop rly Ow r " bscribed and rn to b re me on this_ �a�� day of , 20,�. • . ' � �� !� - ry P II ` UAMTI ARAl�IE �� `� , . '�� n �'� r, r,.� �; .� �� R�1�• � • A roved b j ,! E� ' 9t.l012 te � � � ��'� . . PP Y� '� � !J' � Tr1T(11 O r.17 E � Permit #�g- ��' SHORELINE EROSION PROTECTION - FAST TRACK PERMIT rr . MINNEHAHA CREEK WATERSHED DISTRICT (MCWD) 18202 Minnetonka Bivd. Deephaven, MN 55391 Ph: 952-471-0590 � • Fax: 952-471-0682 �,� �n �S�a �reside at �1'S Na�, Sl�, �-;Ve (Property Owner) (Street Address) �r Or�o , �� , "�a �g�"`�57`/" request approval to install riprap (City) (State) (Zip) (Phone) shoreline erosion protection on property described as ��J� /��-��.�� Yil,�located in (Street address) �y0�'lo , N�n�,n ir, . The riprap installation �thin the City boundaries) (Co nty) (Property ID# [PID#�) will consist of ��along the shoreline of �-d� �,hna�rr�i� , C��S- _in full (Lineal feet) (Lake) (Bay) accordance with the Minnehaha Creek Watershed District Shoreline Protection Guideline for riprap placement required for issuance of a Fast Track General Permit. h e tra ith !� ' ame of Company) ( treet a dress) (City) (Zip ( . , '' [J �� , to pertorm the work who is familiar with the technical (Bond Number) requirements and has fulfilled the bonding requirements of the watershed district(see page two). ave read and d rstand the requirements of the MCWD relating to Shoreline Erosion Prot i n. . � � 13 � (Signature of Property Owner) (Date) cr'b a s o to befo me on this--��day of� 20� e: ryP i - . ' �•. DAW'N MARIE FI/iyyKll�g � �ry P��bMc Approved by:� � ��'� ef��2 � Date Z .��zl�. !� !11: i� �i ril t^'' �`e Distribution: _Property Owner _Contractor _Municlpality _D 1 l'��D6strlct File � � � Page 1 of 2 (�}� , �l F�B 1 ��;''� _.� �:.� . :� � . o g o3tv � \ . � \ � / , , � � ; � � �� , � , � � ; ,�,�. y / � . �� i S� r / � °� �, � aW / �� % J��, //' ! ,ji . •/ � � � � , �i� a i Q- � i / / � �, i /��'r � / � � / �' .Gy" /' ��/ ��•�/• t" � �'� ,� \\\ /.__o�o."� a�T�� / % � '� ''��'�.d�"y�; / .��' � � �� 'x / i�� ,.'/i� $�� r.�/�' � ,�i�/' Q ��li ' . `� � �i' i�.�� i� �i� � / � � � �. .` i � � �� \ _ - ' - '',q,¢M i / / � / � ��'__"_'93�'' ��_�•/;;i �'// � /• � � � ��' '/'/'i '' � . �,�'' �',� , �' `�, I• ____--------,-=s—PROPOSED BEACH AND �vy� " � ' RIP—RAP AREA TO OHW • �� '�� __�.� 13.3 �tt� ° �, � � �- -tns' ' q '� 13.1 " �/� aa`� ! 13.2 ��'' .: o�'q�� siorteut+� tz/tz/m 13.2 � / .j� /�E" /. a 13.1 ..� �/ %i'�. 9�y. 13.2 • � ��i� �'� � i ' /. . �� / � . . . / ' • . .,� ------ ---------- ---------- ----------1---------- ---------- ---------- ---------- ---------- ---------- ---------= TY ICAL! SEC ION . �oFBAK-� sca�e �'=1" ------ ---------- ---------- --------------------- ----------- ---------- ---------- --- - -- - -- ------ --- i �� ------ ---------- ---------- ---------- --------------- -- --.,,..� -- -------- -------- - ---=-- ---------- ---- - -- - . -- ----- ---------------- ---------- ---------- ---------- ---------- ---------- � SLOP NOT TO E CEED 3:1 � j %- -- - -----'-- --'-----'- ----- ---- -'-----'------'------' ------'--- ---------- ---------- ---------- -'-------- GRANU AR FILTER GEOTEXTILE FABRIC • MATERI L MN DOT MnDOT 373 OFF EQUIV. 3601.6 OR � ON EXIS7IN GRADE ( . .) EQUIV. (TYP.) ' . � ' I � (S lfes � lj � g f- � �.�� . : . �___�� _��_�� __�_'__ ___ __________ __________�__________ ______'�__ _____'____ '_'__-�___�__-_-___i.� __rF?_f=.rrr 4 5 6 7 8 9 10 11 12 13 '''' `�' FROM : � FAX N0. :9524451511 Feb. 25 2008 02:30PM P2 ,� �HAWKlNS TREE � LANDSCAPIN 1NC.� � � 1776 Canterbury Road Shakopee MN 55379 . (952) 445-1511 (612) 366-5566 Mike � (612y366-7788 Dawn DATE: February 25, 2008 YO: Minnehaha Creek Watershed District FROM: Hawkins Tree � Landscaping, Inc. RE: 3095 North Shore Drive, Orona . 1, There is some existing rip-rap that has fallen into water. . 2. No wetlands 3. No aquatic and wetland vegetation � . 4. Clean up of dirt and debris with broom on case . uniloader �� 5. Material tist include: MN Dot Class Ill (72 inchest to 18 inches} or Class IV, MN Dot 3601.B Granular Fiiler or equivatent which would be 3 � inch clear, MN Dot 3733 Geotextite Fabric from Brock White in St Paul, MN 6. Substrate soil is a sand base. 7. Insfiall silt fence along iakeshore $. Stock pile supplies on vacant home driveway. 9. Route to jobsite: 169 N to 494 West to 12 west to CR-15, turn right onto north shore drive or the same as CR-51 and arrive at 3095 North Shore � Drive, Qrono • FEB-25-2008 13=11 9524451511 91i P.02 PC Exhibit F � � O 'I O.;�.. O �-�� T CITY of URONO .� � �� ,c�;��7��'.�F �r,^��, � \ � Tt:}f" a. "�� r''• �'.�,(�,� ,�,�' Municipal Offices �!�'�� `��" �' � �;� ��`� Street Address: . \� �, �, Mailmg Address. � 2150 Kelley Parkway P.O. Boz 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Mike Hawkins Hawkins Tree and Landscaping 1776 Canterbury Road South Shakopee, MN 55379 Re: 3095 North Shore Drive— Illegal Shoreline Work Dear Mr. Hawkins: It has come to the attention of the City that you are responsible for work conducted near the lakeshore at 3095 North Shore Drive in Orono; work which was done without the necessary City .. approvals. Specifically, in relation to a rip-rap project permitted by the Minnehaha Creek Watershed District, a terraced "beach" area was excavated landward from the shoreline and a retaining wall was installed behind that area. Additionally, a stairway was installed in the rip-rap and two additional stairways were installed within the retaining wall system. The terracing, retaining wall, and the second and third stairways require City of Orono zoning approvals (conditional use and variance approvals) and are beyond the scope of the MCWD permitting authority. City Code allows only one stairway within the 0-75' lakeshore setback zone; permits are required to install stairways. Retaining walls in that zone require a conditional use permit. The retaining walls and extended rip-rap constitute hardcover in the 0-75' zone where no walls or hardcover are normally allowed. The property owner was notified of this issue in July 2009 per the attached letter, and you were copied on that letter. The owner has indicated that you have not responded to their phone calls, and has requested that the City contact you to encourage you to initiate the appropriate action to gain the necessary approvals, or bring the property back into compliance by removing the retaining walls and stairways and restoring the shorefine in those areas to match the remaining rip-rapped area. Please contact me at 952.249.4627 or by email at mcurtis@ci.orono.mn.us to discuss this • issue. We understand the property is being sold and this matter needs to be resolved as soon as possible. Sincerely, CITY OF ORONO Melanie Curtis Planning & Zoning Coordinator c: Randy Cole Telephone(952)249-4600 • Fax(952)249-461b www.ci.orono.mn.us " —.�� - � � . L � °�\ � . o::�:. . o� i ,� ��.�ra�;r:r��: � �, CITY of ORONO . 1�'�,, `��k��,;��":�jtJ� ,�t�' Municipal Offices irt�ffn�;r�.,. \`� �` `' 'f��.�� G Street Address: • ��9 4.�',ch i�� i/ Mailing Address: ��'kE� 2750 Kelley Parkway P.O. Boz,66 Orono, MN 55356 Crystal Bay, MN 55323-0066 July 8,2009 � Sandra Fenske Cole 2959 Lakeshore Avenue MEDINA MN 55359 ' Dear Ms Cole: In 2008 the Minnehaha Creek Watershed District issued you a permit to have Hawkins Tree and Landscape install riprap at 3095 North Shore Drive. We have obtained a copy of the pemut plans. Based on these plans and old photographs we have determined that the work Hawkins did went beyond the scope of the permit and violates City code: 1. An area was excavated for a"beach" and a retaining wall was placed at the back of this area. Any excavation within 75 feet of the lake requires a land alteration permit. If more than 10 cubic yards are excavated a conditional use permit is also required. A conditional use permit is required for retaining walls within 75 feet of the lake. Such permits are customarily granted only when the walls are necessary to maintain a steep slope or existixig walls are failing and re-grading to eliminate the need for the wa11s is � unreasonable. 2. Lakeshore stairs were installed. A pernut is required for lakeshore stairs and the property is limited to one set no more than four feet wide. 3. Riprap was placed at an elevation higher than 933.5. Because of the size of the rocks and the presence of filter material this portion of the riprap is considered hardcover and is not permitted within 75 feet of the lake. By August 31, 2009, you need to bring the property into compliance with City Code by: 1. Either removing the retaining wa11 to the rear of the beach area and restoring the slope or obtaining a conditional use permit. More information about the conditional use permit . application process can found under Permits and Licenses at the City's website (www.ci.orono.mn.us). A land alteration permit is reqtiired for either option. This is a general permit. Information about this permit can also be found under permits and licenses at the City's website. Telephone(952)249-4600 • Fax(952)249-461fi w��w.ci.oronamn.us .Y ' Sandra Fenske Cole July 8, 2009 , Page 2 2. Obtaining a permit for a set of lakeshoze stairs and removing/altering the eaisting stairs to comply with the permit. This is a general permit. 3. Removing riprap placed higher than 933.5. . If you have any questions about this feel free to contact me. At about this same time a new access from North Shore Drive was created for the property. Since North Shore Drive is a county road a permit is required from the Hennepin County Transportation Department. They indicate there were some preliminary discussion but no permit was issued. You should contact them at 612-596-0300. � Sincerely � � , Evelyn Turner � City Planner . 952-249-4623 etumer@ci.orono.mn.us Certified letter number 7002 0�10 001 6306 0902 � (also sent by regular mail) cc:Hawkins Tree and Landscaping Hennepin County Transportation Department �- � _-., t 4"�tcyp�?'7t4 .z�'�, �ie'',y,,� ' • .. . � ��'F i _V L,t. +�� _^,, �!'�'� .. �` !�r'f'� ��-2`t. 'S 7 h�� t �( �y y?„h S��i` _ °�� Y t� .� y¢ �,' � + t ' f � - � MP '111 t �� ' �� t ' � y ! }t�. `'',, { //� ` 'Sy ` �°.. � b�..y .� � p�°' 6� �� .j`, . � �� N�� 4 9 �. � s s � y�� ' � �. tb�. �. ,t� : � g". p n� `'�f v��`. � �, o i s f ,7,.,� � Y`H� f7.��i � �� . 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Y � �'`�' � . _i. � _ ,��;F �r`'xs.nd€{�v t.a ' sc i`".; t '� � .s � Y .:•� i.' x w. ."` t r�T t'.-.;,; ?�o yr`^ "�., �y`, �r+ :.� �` �o:. �4_ �r .,d. , K ,. ,_ . il �' � ^ Date Printed: 5/20/2010 3:21:18 PM -; ��'. { Selected Parcel Data � 1� i • •Parcei ID:09-117-23-32-0014 Current Parcel Date: 5/5/2010 � Owner Name: R S COLE&S S FENSKE �1� I Parcel Address:3095 NORTH SHORE DR,ORONO,MN 55391 .. � Property Type:RESIDENTIAL LAK Sale Price:$2,040,000.00 � Homestead: NON-HOMESTEAD Sale Date: 12/2007 �� Area (sqft): 55400 Sale Code:VACANT LAND ; Area (acres): 1.27 �� A-T-B:TORRENS " ' ` Market Totai: $1,706,000.00 ;� t Tax Total:$18,642.60 �i PC Exhibit J Sec. 78-916. Granting of permit. � (a) The planning commission may recommend and the council may grant a conditional use permit as the use permit was applied for or in modified form. On the basis of the application and the evidence submitted, the city must find that the proposed use at the proposed location is or will be: (1) Consistent with the community management plan; (2) - Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; (3) Adequately served by police, fire, roads, and stormwater management; (4) Provided with an adequate water supply and sewage disposal system; (5) Not expected to generate excessive demand for public services at public cost; (6) Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; (7) Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; (8) Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; (9) Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; (10) Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; (11) Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interterence, general unsightliness, or other means; (12) Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; (13) Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; (14) All exterior lighting shall be so directed so as not to cast glare toward or onto the public right-of-way or neighboring residential uses or districts; and (15) Not detrimental to the public health, public safety, or general welfare. (b) A conditional use permit may be granted subject to such conditions as the council may prescribe. (c) A conditional use permit shall remain in effect as long as the conditions imposed by the city council are observed, but nothing in this section shall prevent the city from enacting or amending official controls to change the status of conditional uses. (d) A certified copy of any conditional use permit shall be filed with the county recorder or registrar of titles. The conditional use permit shall include the legal description of the property included. (Code 1984, § 10.09(6); Ord. No. 77 3rd series, § 1, 7-12-2010) Sec. 78-1282. Driveways, stairways, lifts and landings. (a) A driveway no wider than eight feet is permitted in the shoreland or tributary setback zone if the property has no other frontage on or access to a public or private road. (b) Stairways and lifts are the preferred alternative to major topographic alterations for achieving access up and down bluffs and steep slopes to shore areas. Stairways, lifts and landings shall be allowed in the shore setback zone and must meet the following design requirements: (1) Stairways and lifts must not exceed four feet in width. (2) Landings for stairways and lifts shall not exceed 32 square feet in area. (3) Canopies or roofs are not allowed on stairways, lifts, or landings. (4) Stairways, lifts and landings may be either constructed above the ground on posts or pilings or placed into the ground, provided they are designed and built in a manner that ensures control of soil erosion. (5) Stairways, lifts and landings must be located in the most visually inconspicuous portions of lots, as viewed from the surface of the public water, assuming summer, leaf-on conditions, whenever practical. (6) Facilities necessary to provide shore area access to physically handicapped persons shall be allowed, provided that the dimensional and performance standards of subsections (1)--(5) of this section are completed in addition to the requirements of the Minnesota Regulations, chapter 1340. (7) A building permit shall be obtained for construction of stairways, lifts and landings regardless of whether such improvements are constructed above, at or below grade. (Ord. No. 101 2nd series, § 1(10.56(16)(F)), 2-24-1992; Ord. No. 59 3rd series, § 2, 5-11-2009) Sec. 78-1286.Topographic alterations/grading and filling. (a) Grading and filling and excavations necessary for the construction of structures, sewage treatment systems, and driveways under validly issued construction permits for these facilities do not require the issuance of a separate grading and filling permit. However, all grading and filling activity approved permits for construction of structures, sewage treatment systems, and driveways shall adhere to the grading and filling standards of this article. (b) Grading, filling or excavating of more than ten cubic yards is prohibited within 75 feet of the ordinary high water level of the public waters enumerated in section 78-1217. Grading, filling or excavating of ten cubic yards or less shall require city staff review and permit and be subject to other pertinent sections of this chapter. (c) Public and private roads, driveways, parking areas, and public or private watercraft access ramps shall not be constructed within 75 feet of the ordinary high water level of the public waters enumerated in section 78-1217. If no alternatives exist, such improvements shall be subject to the standard zoning variance review procedure, and such review shall take into account the following considerations: (1) Such improvements shall be designed to take advantage of natural vegetation and topography to achieve maximum screening from view from public waters. (2) All roads and parking areas shall be designed and constructed to minimize and control erosion to public waters consistent with the requirements of all agencies with jurisdiction. (d) Except for those projects requiring permits for construction of structures, sewage treatment systems and driveways, a land alteration permit will be required as follows: (1) For movement of one through 500 cubic yards of material anywhere within the Shoreland Overlay District, a staff-issued land alteration permit shall be required. (2) For movement of more than 500 cubic yards of material within the Shoreland Overlay District, conditional use permit approval by the city council is required in addition to the required land alteration permit. (e) The following considerations and conditions must be adhered to during the issuance of construction permits, grading and filling permits, conditional use permits, variances and subdivision approvals: (1) Grading or filling in any type 1, 2, 3, 4, 5, 6, 7 or 8 wetland must be evaluated to determine how extensively the proposed activity would affect the following functional qualities of the wetland: � a. Sediment and pollutant trapping and retention; b. Storage of surtace runoff to prevent or reduce flood damage; � c. Fish and wildlife habitat; d. Recreational use; e. Shoreline or bank stabilization; and f. Noteworthiness, including special qualities, such as historic significance, critical habitat for endangered plants and animals, or others. This evaluation must also include a determination of whether the wetland alteration being proposed requires permits, reviews or approvals by other sections of city ordinances or by other local state or federal agencies including but not limited to watershed districts, state department of natural resources, or the United States Army Corps of Engineers. (2) Alterations must be designed and conducted in a manner that ensures only the smallest amount of bare ground is exposed for the shortest time possible. (3) Mulches or similar materials must be used, where necessary, for temporary bare soil coverage, and a permanent vegetation cover must be established as soon as possible. (4) Methods to minimize soil erosion and to trap sediments before they reach any surface water feature must be used. (5) Altered areas must be stabilized to acceptable erosion control standards consistent with the field office technical guides of the local soil and water conservation districts and the United States Soil Conservation Service. � (6) Fill or excavated material must not be placed in a manner that creates an unstable slope. (7) Plans to place fill or excavated material on steep slopes must be reviewed by the city engineer for continued slope stability and must not create finished slopes of 30 percent or greater. (8) Fill or excavated material must not be placed in bluff impact zones. (9) Any alterations below the ordinary high water level of public waters must first be authorized by the commissioner of the department of natural resources under Minn. Stat. § 103G.245. (10) Alterations of topography must only be allowed if they are accessory to permitted or conditional uses and do not adversely affect adjacent or nearby property. (11) Placement of natural rock riprap, including associated grading of the shoreline and placement of a filter blanket, is permitted if the finished slope does not exceed three feet horizontal to one foot vertical, the landward extent of the riprap is within ten feet of the ordinary high water level, and the height of the riprap above the ordinary high water level does not exceed three feet. A riprap permit shall be obtained per the requirements of section 78-969. � (fl Excavations where the intended purpose is connection to a public water, such as boat slips, canals, lagoons and harbors, are prohibited above the ordinary high water level. Such excavations below the elevation or the ordinary high wafer level are subject to approval of the department of natural resources and other agencies with concurrent jurisdiction. (Ord. No. 101 2nd series, § 1(10.56(16)(J)), 2-24-1992; Ord. No. 127 2nd series, §8, 7-11-1994; Ord. No. 163 2nd series, § 3, 12-8-1997; Ord. No. 171 2nd series, §2, 4-4-1998; Ord. No. 28 3rd series, § 17, 8- 22-2005) Sec. 78-1288. Hard cover limitations. (a) Hardcover allotment. The following hardcover restrictions apply to all properties in the Shoreland Overlay District: (1) Hardcoverzones. a. Within 75 feet of the Ordinary High Water Level (OHWL) of any lake or tributary, no hard cover or impervious surface shall be placed, located or constructed, except for driveways, stairways, lifts, landings and lockboxes as regulated elsewhere in this Code. b. Befinreen 75 feet and 250 feet of the OHWL, there shall be no greater than 25 percent hardcover. c. Befinreen 250 feet and 500 feet of the OHWL there shall be no greater than 30 percent hardcover. d. Between 500 feet and 1,000 feet of the OHWL there shall be no greater than 35 percent hardcover. (2) Zone to zone credit/debit. a. The allowed allotment of hardcover for the 250 feet to 500 feet zone or the 500 feet to 1,000 feet zone may be increased up to an unused square footage of allowable hardcover of a zone closer to the OHWL. b. Unused hardcover cannot be transferred to a zone closer to the OHWL. c. If hardcover is credited from one zone to another, additional hardcover may not be later added to the zone closer to the OHWL if the presence of such hardcover would have prevented the crediting. d. The allowed hardcover in any zone shall be decreased by the amount of legal non-conforming hardcover in the zone next closer to the OHWL. (b) Additional hardcover provisions. (1) Overhangs: a. Where an overhang is supported by a post, the area under the overhang to the outer edge of the post shall be considered as hardcover. b. All but the outer two feet of an unsupported overhang ten feet or more off the ground shall be considered hardcover. The following drawings are included for illustrative purposes: (Drawing 1]. (2) �ecks: Hardcover may be added under a deck attached to a principal structure if the deck is conforming or legal nonconforming and the added hardcover is otherwise permitted. � � (3) �riveway easements: The following principles apply where one or more properties (secondary property)gain its driveway access from an adjacent property(primary property) by virtue of a driveway easement: a. That portion of the driveway on the primary property that serves both the primary and secondary property is considered hardcover for the primary property. b. That portion of the driveway on the primary property that serves only the secondary property is not considered hardcover for either the primary or secondary property. c. The area of the driveway on the primary property that serves only the secondary property shall not be included in the lot area of the primary property for purposes of calculating hardcover. The following drawings are included for illustrative purposes: [Drawing 2]. (c) Future improvements. The following items shall be included in hardcover calculations regardless of whether they are proposed to be construction at the time of building permit application: (1) Proof of a two-car garage (detached or attached). (2) For all garages a driveway, subject to the standards in paragraph (d) of this section. (3) A 24 inch wide sidewalk from the front door to the driveway. (4) The minimum stairway or landing at all exterior doors as required by the building code. (d) �riveways. All driveways shall comply with the following minimum dimensional standards: (1) Driveways serving end loading garages shall maintain a driveway apron with minimum width equal to the width of the overhead door(s). For purposes of this section, a driveway apron is that portion of a driveway that extends 15 feet from the garage door(s) on an end loading garage. � (2) Driveways serving side loading garages shall provide a minimum turn around or back up depth of 20 feet, as measured from the garage door(s). (3) Minimum driveway taper ratio shall be 2:1. (4) Driveways shall be at least eight feet in width at the street or private road. (5) A turnaround shall be provided for a driveway with direct access to an arterial or collector roadway, or for a side load garage as determined necessary by the city planner. The � minimum dimensions of the turnaround shall be eight feet in width by 12 feet in depth. (6) "Wheel strip"driveways are allowed, but the entire width of the driveway (from outside to outside of the strips)will be considered hardcover. The following drawing is included for illustrative purposes: [Drawing 3]. (e) Compliance. , (1) It is unlawful to convert, enlarge, or alter any structure or use any structure in a manner that violates the hardcover limitations. -• (2) Nonconforming hardcover may not be relocated or expanded in any way unless the property is brought into conformance except: a. A roofline may be changed but the roof may not be extended over unroofed portions of the structure. b. An additional story may be added over roofed portions of a structure. c. An open or screened porch may be converted into a two or three season porch or year round living space (including replacing a post foundation with a perimeter foundation) provided hardcover is not increased. (3) This section is independent of lot coverage regulations in the city Code. Accordingly, a property must conform to both hardcover and lot coverage regulations. RUN DATE: 10/20/2011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'1) PC EXFllblt K 38 09-117-23 32 0001 38 09-117-23 32 0002 38 09-117-23 32 OU04 NANCY KUHL EDWARDS J[JDY A HIGGINS TRUSTEE KATHRYN D KALLAS 3065 NORTH SHORE DR 3017 NORTH SHORE DR 3048 NORTH SHORE DR NANCY KUHL EDWARDS NDY A HIGGINS KATHRYN D KALLAS 3065 NORTH SHORE DR P O BOX 62 " 3048 NORTH SHORE DR WAYZATA MN 55391 CRYSTAL BAY MN 55323 ORONO MN 55391 38 09-117-23 32 0006 38 09-117-23 32 0007 38 09-117-23 32 0008 DAMEL J MCGLYNN NANCY L CREE M S WALLACE&D D WALLACE 3090 NORTH SHORE DR 3120 NORTH SHORE DR 3]60 NORTH SHORE DR DAMEL J MCGLYNN NANCY CREE MICHAEL S&DONNA D WALLACE 3090 NORTH SHORE DR 4801 MALAQUITA BR 3160 NORTH SHORE DR WAYZATA MN 55391 AUSTIN TX 78738-6027 WAYZATA MN 55391 38 09-117-23 32 0013 38 09-I 17-23 32 0014 38 09-117-23 32 0015 ELIZABETH P VOGT , MICHAEL R SIME PAUL ALLEN OLSON 3115 NORTH SHORE DR 3095 NORTH SHORE DR 3085 NORTH SHORE DR ELIZABETH P VOGT MICHAEL R SIME PAUL A OLSON 3115 NORTH SHORE DR 1592 MEDINA RD 3085 NORTH SHORE DR WAYZATA MN 55391 LONG LAKE MN 55356 WAYZATA MN 55391 38 09-117-2332 0016 38 09-117-23 32 0017 38 09-117-23 32 0018 T H FRAHM&M K FRAHM MARY T GUILLAUME ET AL KELLY J MARX/MELODEE S MARX 3105 NORTH SHORE DR 3060 NORTH SHORE DR 3135 NORTH SHORE DR THOMAS H&MICHELE K FRAHM MARY&MAFtNIX GUILLAUME KELLY 7&MELODEE S MARX 3105 NORTH SHORE DR 3060 NORTH SHORE DR 1 WEBSTER PL WAYZATA MN 55391 WAYZATA MN 55391 HOPKINS MN 55305 38 09-117-23 32 0019 38 09-117-23 32 0020 � 38 09-117-23 33 0013 L V REARDON&J M REARDON RALPH SMITH ET AL � SHARON L PETERSON 3080 NORTH SHORE DR 3070 NORTH SHORE DR 3145 NORTH SHORE DR LAURENCE&]ANET REARDON RALPH E SMITH SHARON L PETERSON 3080 NORTH SHORE DR SHELLEY S SMITH ]5900 FLYING CLOUD DR WAYZATA MN 55391 3070 NORTH SHORE DR EDEN PRAIRIE MN 55347 WAYZATA MN 55391 I CERTTFY THAT THE FACTS REPRESEN jEB�ARE Ads]A�CF�, AND TRU�REPRESENTATION OF INFORMATION AS IT APPEARS THIS DATE ON THE REG�O � � HFiH� CO. „ AXP ERVICES DEPARTMENT. DATE �� O ZQ'1� BY� . RECEIVED OCT 2 4-2011 CI'i'Y OF ORONO ~ y PC Exhibit L � ��i '':� , � Henne in Count��Mailin Label Ma y+~��^��-'�='^�—~_�_.�___.._.__�� P Y � P � � i�� Provided By: Taxpayer Services Department � � � �._..____..�._. _----- _. .._.._._... _._�.._.__�._._ ____�__._._..___._.�_�.� � � I j 1�' �I • . . _ , _ . .�� `� �. �� ► �� K� , �; i. �. �. E�� ti i , ,�, �`� �'� 1 � )t � �`�,�� `� ,q �..,� � � � . - , i ',t'+s1 N�l ''*. '� �,_ { -. ,; i .� ,, �� "^y,,'' �'t�� ``� �`'� � � ; � �4 � � � �a� � ��`� �``-: ,4,.._:.� , �! _ : � : ,,�.� . � c 'i � °�� 4?�-�- 7-�3-32 � � �Ci��'�?�z3-31 � ' . i � m � ' � y�^,� i i � �� : � �a � , : C�3 , .,.-�x� j ,; � , ��. �� j� �2� ��pr �g� , ``�•,�4* �,�� ° ' ! : � � � [9) � '�..,, �''w,r I r' , r,�� `� , R;:�'' 'I� 1 � � ir � ��,� . . - _ ' I �� : �x�� - , � fg� 2 'y-^''"'X ,��°`'�,�� F�� r'�&} • �`'�'ti. '�!+�, il �, �� ~ t � { I ! �s� - ' �"'�.,;�,;�'`�':'f �� (1i} t16J 1� . (i�}��'`'`�''� i� # . - ��-� '[�-�3-3� .� (s) , !i f3i t�1 `9� � � � � ',�1�-�� _ � � I . . 1�.._........._.,:_....__,.......,. ....._. .. ..r..._..........._.,�... . ,. � ".' � ....._...»._... „ .....'.�_................__.':._. . ..:� . .. ..,�...` i ?��For more information contact:� Pfltlt Ddt@• 10/20/2011 � � f ��!HennepinCountyGlS Division � I Map Le�end: ; ` '� soo south bth street Map Scale: 1" = 256' � � � �i�Minneapolis,MN 55487 Buffer Size• 350 feet � � i'gis.info@co.hennepin.mn.us ' � � yr(�te1• Major Roads �i� � Paric tvtinor Roads � �� !1i ; I i �Map Comments: � � Parcel �� i � � , 1 �'; "��`-�' �" � � Buffer Re �on �� :3095 NORTH SHORE DR -�� ; � Y1_Lr c ' ,� � ORONO, MN I i � �elected Parcels �� .': fi ;f{ i i I � • �I ' `I I f�; i i � , //4Mti � � it� a I � 's"�"'!i4 ��w�� 1 ��; i } ; � dY�� ° ,� � i4 �c; � � �� i 1f i � � ; ! � {i f —_'` � � i ��_---�_.____ __�__e_.�__'.____�._._ � ��-��---- --- _____._ �_..�1 � � OCT242011 _ � Ci�O��RONO '. � +...1. . � . � r�.' � . O Date Application Received: 10/19/11 Date Application Considered as Complete: 10/28/11 60-Day Review Period Expires: 12/28/11 To: Chair Schoenzeit, Planning Commission Members . , . � Jessica Loftus, City Administrator -. � ' ' From: Melanie Curtis, Planning&Zoning Coordinator �, V Date: 15 November 2011 � Subject: #11-3534, ArthurJ. Nelson Estate,400 Willow Drive South • Public Hearing—Preliminary Plat Review Zoning District: RR-1B One Family Rural Residential District(2 acre/200' width) Existing Lot Areas: 9.17±acres dry +.3.2±acres wetland 12.37±acres total(11.92 exclusive of Willow Drive) Application Summary: This application contemplates preliminary plat approval to create three, new � buildable lots and a private road from the original 12.37 acres. . 1. Lot 1 is proposed to contain 3.04 acres total; 2.54 acres dry, buildable 2. Lot 2 is proposed to contain 5.52 acres total;3.49 acres dry, buildable 3. Lot 3 is proposed to contain 2.67 acres total; 2.0 acres dry, buildable 4. A 50-foot wide private road outlot(with cul-de-sac) is also proposed • Staff Recommendation: Staff recommends approval of the preliminary plat subject to the conditions outlined within the staff report as well as conformance with the City Engineer's recommendations. List of Exhibits ExhibitA. Application Exhibit 8. Preliminary Plat Survey Exhibit C. City Engineer Memos Exhibit D. Wetland Delineation Report Exhibit E. MCWD Notice of Decision Exhibit F. Aerial Photos-Bing Exhibit G. Summary of Estimated Fees Exhibit H. Conservation Design Code Sections Exhibitl. ComprehensiveTrail System Map (CMP) , ExhibitJ. Plat Map Exhibit K. Property Owners' List PRELIMINARY PLAT REVIEW Conformity with 2010-2030 Orono Community Management Plan The proposed subdivision is in conformity with the guiding of this area for single family rural residential development at a maximum density of 1 unit per 2 acres. The proposed development generally conforms to the 2.0 acre dry-buildable, 200' width standards of the RR-1B Zoning District. Primary and alternate septic locations for each lot will be required; preliminary designs have been submitted and 1 ;� � �. 11-3534 15 November 2011 Page 2 of 5 approved by Willie Gibbs,the City's Septic Manager. Relationship to Surrounding Development The proposed single-family development with 2-plus acre lot sizes is consistent with existing development in the surrounding neighborhood. The surrounding properties vary in size between 2.0 to 8+acres. Conformity with Zoning District Lot Requirements The property is in the RR-1B, One Family Rural Residential District, which allows for single family rural residential uses with a minimum lot size of two dry buildable acres. Under a standard subdivision , . process, each proposed lot would have to contain the minimum of 2.0 acres of dry buildable land.The� current survey depicts 3 lots with a conforming density of one lot per two dry acres. General Site Characteristics The site contains three separate wetland bodies. Wetland delineations have been submitted and are currently under review the Minnehaha Creek Watershed District. Proposed Lot 3 contains an existing principal structure and the existing barn on the property is located on proposed Lot 2. The existing � driveway will be upgraded to serve as the private road with cul-de-sac. A stormwater pond is proposed on Lot 1 to address stormwater resulting from the road hardcover. Lot Layout and Lot Standards The property is situated along Willow Drive South. The Abingdon, Willow Knoll and Bill Kelley's Land Additions surround the property. According to the RR-1B Zoning District standards, all of the lots must contain 2.0 dry acres and meet a 200' width requirement at the road frontage as well as 50' principal building setbacks. Currently the property is platted to the centerline of Willow Drive; a 33-foot right of ' way will be dedicated along Willow Drive as part of the plat. The proposed lots lay out as follows: Proposed Lot 1: This lot will exceed the frontage width requirement at the road with over 200 feet of frontage along the private road and �±180' of width at the 50-foot principal building setback.There is a Manage 3 wetland in the north west portion of the lot and a Preserve wetland on the eastern, or rear, portion of property as , well as a proposed stormwater pond. The property is proposed to have 2.36± acres dry, buildable land (excluding the stormwater pond). There is a sufficient . buildable envelope available, and all of the required RR-1B district lot line setbacks can be met. Proposed Lot 2: Lot 2 has 61± feet in width at the cul-de-sac, and ±140 feet in width at the principal building setback, contains 3.49± dry acres in area, and contains a large portion of the Preserve wetland on the eastern third of the property. The existing barn is located on this lot within 10' of a side lot line. The status of the barn should be discussed and addressed. Variances are necessary in order to allow the approximately 1,200 square foot barn to remain in its current location with the proposed lot configuration. All required RR-1B setbecks can reasonably be met when this lot is developed with a new home. Proposed Lot 3: Lot 3 is proposed as a corner lot with 2.0 dry acres and over 300 feet of frontage on the new private road.A Manage 2 wetland separates Lot 3 from Willow Drive. The existing home is shown on this property currently; although a building pad 1' � �, 11-3534 15 November 2011 Page 3 of 5 and two conforming septic sites have been proposed. All required RR-1B setbacks can reasonably be met when this lot is redeveloped with a new home. Road Layout and Standards The applicant is proposing to create Outlot A over the existing driveway access as shown via Willow . Drive South through a 50-foot corridor with a 100 foot cul-de-sac as required by the Subdivision Ordinance and the CMP for a local private road. The standard paved width for this road yvould be 24 feet with a 50 foot diameter cul-de-sac. Street design information is required at the time of preliminary plat for the City Engineer's review. Park/Trail Easement/Fees or Dedication Needed Orono's Comprehensive Plan indicates that a future trail is proposed along Willow Drive South; providing a connection from the Luce Line to the Dakota Rail.The City has not determined on which side of the road the trail might be developed. However, Planning Staff recommends that, if possible considering the wetland along Willow, the dedication of a trail easement be required as part of this application. The Park Fee is determined as 8% of the fair market value of the land being subdivided, or a maximum of$5,550 per residential dwelling unit. For this property, staff has determined that as there will be two new dwelling sites,the Park Fee will be$11,100. Road Improvements and/or Easements Needed The City requires standard perimeter, drainage and utility easements around all property boundaries in the plat as well as Conservation and Flowage Easements over the delineated wetlands and wetland buffers. Establishment of wetland buffers and buffer setbacks will be triggered for the lots containing wetlands. � Stormwater and Drainage Improvements The development is subject to the Stormwater and Drainage Trunk Fee of$3,330 per acre x 9.71 total acres (3.04+4.0+2.67)_$32,334. . Utility Locations and Availability The subject property is not located within the Metropolitan Urban Service Area (MUSA); sewer service is not available to these properties. The properties are proposed to be served by septic systems and private wells. All septic systems must be located 20' from all property boundaries, 20' from structures, hardcover and the delineated edge of wetlands. Private wells shall be setback 3'from structures and 50' from septic systems. Wetlands on Site and/or Impacted According to the submitted survey there are three wetlands on the property: one on the northwestern edge of Lot 1 is classified as a Manage 3 wetland; one located entirely along Willow Drive is shown on the City's wetland map as Manage 2; and a larger wetland along the eastern portion of the property is shown as a Preserve wetland.The wetlands were delineated this year and were submitted to the MCWD for their review and approval. The City will require a Flowage and Conservation Easement over all wetlands and buffers designated on the site. }�� ' � Tj '� ,� 11-3534 15 November 2011 Page 4 of 5 Rural Oasis, Conservation Design &Woodland Impacts The property has a an area of existing woods along Willow Drive and a mature pine stand along the northern property line,three wetland bodies and an open view-shed over the wetlands to the east. The Rural Oasis Study and Conservation Design Master Planning process has been formulated to help determine on a case-by-case basis what natural values should be preserved. The purpose of Conservation Design is summarized in the Conservation Design ordinance as follows: The City of Orono as a result of the Rural Oasis Study conducted in 2005 finds that there is an intrinsic link between the natural systems and the valued scenic character that exist throughout the community. The requirements of this conservation design ordinance are meant to preserve and enhance this ecological/aesthetic character by requiring: (1)protection and enhancement of drainageways and water quality; (2J protection and enhancement of ecological communities; (3)reinforcement and establishment of ecological connections throughout the city; (4J augmentation and preservation of viewsheds including corridor enclosure and buffering; (5J preservation and improvement of views;and (6J preservation or reinterpretation of local landmarks. Conservation Design is defined in the ordinance as follows: Conservation design means a two-phased approach to design and development that maintains or improves ecological assets, provides infrastructure that works with the land, and incorporates people's instinctive desire to experience nature. Some conservation design strategies include: identifying and avoiding sensitive natural features, planning roads along contours, allowing lots to border natural open space, integrating ecological stormwater management, using smaller lots, and educating developer and buyers about the ecological values of the landscape. The first phase entails an inventory and analysis of the potential development site's natural features, existing land uses, and wetland delineation. The second phase entails analyzing the design implications of the findings from the initial phase, alternative stormwater design, and a conceptual design for road and lot layouts. Issues for Discussion Conservation Desi�n: In January 2010, the City formally adopted a Conservation Design Ordinance. This proposed subdivision is required to conform to the standards outlined within the Conservation Design Ordinance. The developer should develop a plan which identifies and outlines measures for preserving . the ecological assets unique to this property. This plan should be submitted to the City to be reviewed by the Planning Commission prior to final review and approval of the preliminary plat. Existin� Buildin�s: Planning Commission should also discuss the existing buildings on the property. The existing ±1,200 square foot barn is situated within 10 feet of the side lot line of Lot 2. Is a 10-foot setback from adjacent lot appropriate? The zoning code would normally require that a structure of this size meet the principal structure setbacks. Access: The applicant is proposing to utilize the existing private drive location for the new private road. Widening the private drive and upgrading it to City standards will impact the adjacent wetlands. The proposed fill within the wetlands will require a Wetland Conservation Act (WCA) permit from the MCWD. Wetland buffer mitigation will be required as part of this approval. See John Smyth's memo (exhibit C)for more detail. . � � r. � 11-3534 15 November 2011 Page 5 of 5 Staff Recommendation Staff recommends tabling of the preliminary plat subject to submittal of the following: 1) MCWD approval of the wetland fill impacts & mitigation for wetlands on the property; 2) A conservation design plan which meets the requirements of the Conservation Design regulations for review, approval and implementation; 3) Any additional requirements determined necessary through the Public Hearing and Planning Commission discussion. Planning Commission should: 1) Discuss the staff recommendation; 2) Discuss the existing barn;and 3) Make a motion to table the application. -� t �. ° ° PC Exhibit A City of Orono Subdivis�c�-� A,pplica�ti�on � Street Address: Applicafion# � �-,,�j.5 �� A� 2750 Kelley Parkway Date Received: /v�g_�� '`V� Orono, MN 55356 Amount Paid: � �. G,��-, p� Staff: /fj1('J Main: 952-249-4600 Fee: `� � fax: 952-249-4616 ��t x �p�`� Mailing Address: Renewal: `�ESHO�' P.O. Box 66 Crystal Bay, MN 55323-0066 This apptication form must be completed in futt. PROPERTY INFORMATION: � Site Address: %po ,3'; Gf//L Ll/Lv Q,h�v E Property Identification Number(PIN): �,?-/��-za -23 - o 0/5' (Attach legal description to application if not mcluded on the survey.) Date Property Acquired (month/year): � ❑ Abstract or�Torrens, please check one Present use of property: �'Residential ❑ Other Zoning District: ,�,Q_,1B APPLICANT IPVFORMATION: (Complete legal names and marital status required for each interested party) Name: /l�Qt-yuR T, �/ELSON TiITE /L/ ,tKJ. �VFLsd�tJ D,lnirEL A_ NEtJ'axJ r�,voY � NEtS6�1 Phone (home).�atk6'/2-599-oSSd�9oP- .�s..�s�2 Phone (work): �,,,�e y 76.3-.�ss- 7�i< Address: /a �,y,v�Ft ,��F,rs ,, 3s16 22��.srildEitJE, EA1'T BETiS/C'L r1,�,�.� SsoaS Email:�fn,,;P/,nP/ron b��r._'i_e��ow� � Fax. Mqrk. �J P/J'vn C tvcl�P, COiv►. C/pt,//�P/�y4!/ao. C'Dr�, OWNER INFORMATION: (Complete legal names and marital status reguired for each interested party) Name: T-,p yy� Phone (home). Phone (work): Address: Email: Fax: EXISTING LAND U�E: Number of Tax Parcels: / Development Size: � �2 �' Acres Dry Land . .�2 �` Acres Wet Land l/, 92 Acres TOTAL, all parcels Present Use (check one) � Residential; Number of Units: / � O�her: (Specify) Present Zoning District ,42 ..,�,� Proposal: ❑ Division for Tax Purposes ❑ Lot Line Rearrangement Onfy (no new building sites) � Subdivision for New Building Sites Number of Building Sites / Existing Units ��E� 2 New Units Pro osed Gross Densi 3 Total Units OCT 19 2011 p tY 3 Units per //. �2 Acres , Minimum Lot Size 87,i28 Square Feet Dry Buildable Land �� Proposed Use�(check) �' Residential ��O ❑ Other(specify) 10 � r 1 _ . � � J � O �� , { :1•�' �•t. ..,• • .�' �.. � � .. .. �" •,..� I�. . .. � '� ' ' .. . 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PC Exhibit C� �, ''= _ Stantec Consulting Services Inc. 2335 Highway 36 West '``r�� St.Paul MN 55113 �"� TeL (651)636-4600 . Fax: (651)636-1311 $�t1�C �, Bonestroo � October 28, 2011 Melanie Curtis Planning&Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 400 Willow Drive South File No. 000139-11000-1 (Stantec No. 193800284) Plat No. 11-3534 Dear Melanie: We have reviewed the plans for the proposed grading plan and preliminary plat for 400 Willow Drive South. The plans are dated 10-19-11 and show a proposed road with three lots. We have the following comments with regards to engineering matters: • Perimeter drainage and utility easements should be shown on the Preliminary Plat. They should be 5'wide along all interior lot lines or adjacent platted property with existing easements and 10'wide along the exterior lot lines. • Drainage and utility easements should be provided over all wetlands and wetland buffers as well as the proposed stormwater pond. • We have received drainage calculations and will submit review comments separately. • More details should be provided to determine where the offsite drainage locations. Specifically,the plans must show where runoff exits the wetlands. . • The proposed road profile should match existing near station 0+20 where it meets Willow Drive. • This project will trigger the city's Conservation Design ordinance and additional design and ecological restoration plans will be required. • See attached wetland comments from John Smyth dated 10-28-11. • This project will disturb more than 100 CY of material triggering Orono's erosion control ordinance. City code requires that an erosion control financial security be submitted in the amount of 125%of the estimated cost to accomplish compliance with the SWPPP. The estimated cost for the project is $4,000 and the required security would then be$5,000. This includes silt fence re-installation, site seeding, and maintenance of catch basin sediment protection devices. If you have any questions, please contact me at(651)604-4894 or darren.amundsen@stantec.com. Sincerely, . Stantec �� i . Darren Amundsen cc: John Smyth, Chris Mattson i f V L Memo $�n{� �Bonestroo To: Darren Amundsen From: John Smyth File: 139-11000 Date: September 16, 2011 Reference: Wetland Code Review—400 Willow Drive South The proposed subdivision triggers the requirements of the City Wetland Code. The wetland delineation indicates three wetlands are located within the property and are labeled Wetland A, B and C. Wetland A (east side of lot) is classified as a Preserve and requires a 50 foot buffer, Wetland B (west side, south of driveway) is classified as a Manage 2 and requires a 25 foot buffer and Wetland C (west side, north of driveway) is not classified on the City Map. Wetland C will need to have a MNRAM completed to determine the appropriate wetland clusification and buffer width. All other wetland buffers are accurately depicted on the Certificate of Survey and Preliminary Plat. Wetland fill impacts are proposed to Wetland B and Wetland L for the access road. The wetland delineation is currently out for review and no permit has been reviewed and approved by the Minnehaha Creek Watershed. The fill proposed in the wetlands , will require a Wetland Conservation Act Permit from the Minnehaha [reek Watershed District a� will u review by the Planning Commission and approval by the (ity [ouncil. Wetland and wetland buffer mitigation would be required as part of a permit submittal for approval. Buffer Yegehatian Requirement� Based on the review of the wetland delineation report and discussions with the delineation consultant for the applicant the buffers are undisturbed grassland and woadland. We will review the buffers in the field to determine if any vegetation maintenance to remove invasive species is necessary. Wetland Buffer Markers Wetland Buffer Markers will be required at leut every 200 feet and there proposed locations should be shown on future submittals for City Approval. Signage is available from the City and will be sold to the landowner. Recammenda6ons It is recommended not to grant final plat approval until the Minnehaha Creek Watershed District has approved the wetland delineation and proposed wetland fill. An escrow will be determined once the buffer vegetation is reviewed and approvals are received by the watershed. STANTEC CONSULTING SERVICES INC. One Team.lnfinite So�utions. 0 k:\139\1391100001communicaUons\weUand ardinance canpliancel400 willow drivelmem.docx � r. i PC Exhibit D � ' � � i i i I • � ; 4�O Willow Drive South 1 ; �r0�1�9 �N , i ; Wetland C�assification9 Identifica�ion, and � ' Delineation Re�ort I - f , Prep�rred for: 4 � Mark J. Nelson � � � By. . � Svoboda Ecological Resources Projece Number 201 l-023-03 ; September 14, 2011 � i � � : ! The contents and format of this report are considered intellectual property and i ure subject to copyright restrictions and may not be reproduced witho�rt j � the express permission of Svoboda Ecologicai Resources. � ! f � � � � � s 1 f i i i ' � � . i � . TASLE OF CONTENTS , � i ABSTRACT...... ......................................................................................................................... I - INTRODUCTION..............................................................................................................:........... I � M�THODS...................................................... .......................................................................... 1 � RESIJI.TS.......................................................................................................................................2 ; Sackground Information-(Office-Based Investigation).....................................................2 i � � Site Visit ............................................................................................................................3 ( DISCUSSION...................................................................................................:....................... ..5 , i R�COMMEIVDATIONS...............................................................................................................5 1 � C�RTIFICATION.........................................................................................................................7 DATASUURCES..................................................:.......................................................................8 I LITERATUR�R�FEREIVCED............................... .........................9 ........................................... ; FULL FIGURE SET: . � Figure t: Location of Site Overlaid on USGS Topographic Map Figure 2: National Wetlands Inventory I Figure 3: Web Soil Survey-Hennepin County i Figure 4: DNR-Protected Waters Map - Figure 5: Approximate Wetland Boundary and Sample Transect Location 3 � ! THE TECHNICAL DOCUMENTATION SECTION: Pield Data Sheets + Plant Indicator Status � Soil Series Data Wetland Definition , I t ( i � I . I i 1 ' cS i i 1 i 1 � I � • 1 r ' i � I � 1 l � i i � � i � i � ABSTRACT ; Svnhoda Ecnlogical Resozrrces(SER)visited the above referencecl pr•operty on September 9`f'&13'!' E 2011 to e!cnn�ine the site for the presence vf areas n�eeting wetlrrnd c►•iteria. The statdy parcel is ; located N�ithin the Ciry of Urnno,Hen�aepin Coarnty ll�finnesota, (Figure I).Four ti>>etla�ad boundaries tivere delineated utthissr'te.Fotcrsumple tr�ansects were established alongthe boarndaries in of•der to � characterize the.snil, vegetation, and existing hydrvlogy rvilhirr the tivetlancl-to-atpland transitinn ' zone. � I INT�20DUCTION I The subject parcel is approximately 14.6 acres and is dominated by turf grass and hardwood trees. , The topography of the site is undulating on the westei�n portion with depressions at the far western extent that incIine unevenIy to the upland portion of the propei�ty on the west half. From here the I property levels out befot•e sloping downhill to the east.It then levels out before once again inclining � on the Far eastern edge. The surrounding land use consists mostly of single-family homes. The identified wetlands were classified according to the Cowardin et al.,the Circular 39 and the Eggers � and Reed classification systems and marked with pink"Wetland Delineation"pin flags.The wetland i boundaries will be surveyed by Gronberg & Associates, based out oF Long Lake (See contact information below).Please find within the Technical Documentation Section;field data sheets,plant � indicator status information, soil survey information, and wetland definition information. Gronberg& Assaciates, (nc. � 445 North Willow Drive , Long Lake, Minnesota 55356 PH: (952}473-4i41 .�� o�S 'JU�U . �t,':�..:�i1'•1,• l �I��}i � s�.cG� r.�;�';,,;a � ;�_ � The methods used to delineate the subject parcel are as described in the 1987 US Army Corps of � ! Engineers Wetlands Delineation Manual and the�7 Midwest Regional Supplement Manua(.In the � i 1987 Manual, the methods used were described under the "i•outine" methods foc sites less than 5 acres.This methodology is followed in order to assess whether the three parameters of a wetland are ; i met for areas on the subject parcel.The three parameters required under normal circumstances in � � ordec•to deiineate a�vetland are described in the Technical Documentation Section. i i � ' The Midwest Regional Supplement Wetland Deiineation Manual is also being utilized to inccease � ' ; � the accuracy of our wetland boundaries. This addendum to the original 87 Manual was created to address the many regional differences that affect wetlands and the delineation methods used # � Svoboda rcological Resources 400 Willow Drive South � Project No.:2011-023-03 1 Orono MN ; ; t ( � . I ! j T I � � i � ' � s i ' � throughout the country. The following explanations are passages from that document. $ ! "This Regional Supplement is part of a nationwide effon to address regional . wetland charACteristics and improve the accuracy and efficiency of wetland- dalineation procedures,Regional differences in climate,geology,soils,hydrology ; plant and animal communities,and other factors are important to the identification • and functioning of wetlands.These differences cannat be considered adequately in a single national manual.The development of this supplement follows National ( � Academy of Sciences recommendations to increase the regional sensitivity of � � wetland-de(ineation methods(National Research Council 1995),The intent flf this fsupplement is to bring the Corps Ivlanual up to date with current luiowfedge and € practice in the region and not to change wetland boundaries." "...This Regional : � Supplement is designed for use with the current version of the Corps Manual � ! (Environmental Laboratory 1987)tind all subsequent versions.Where differences in E the two documents occur, this Regional Supple►nent takes precedence over the I , Corps Manual for appfications in the ivfidwest Region." I National Wetland Inventory (NWI) maps (Figure 2), Web Soil Survey of Hennepin County map ; (Figure 3),Minnesota Protected Waters maps(Figure�),and 2010 aerial photographs were reviewed ! prior to the site visit to identify areas that may be wetlands. Areas illustrating evidence of wetland } conditiflns were examined in greater detail during the field survey.Vegetation,soils and hydrology � were examined (as outlined in the 1987 Manual) and used to characterize wetland types and � determine wetland boundaries. Sample transects were established in representative wetland-to- � upland transition zones in order to characterize the vegetation,soils,and hydrology of the site.The f transects consist of a representative up(and sample point and repcesentative wetland sample point. � } Information obtained from the sample points can be found on the field data sheets located in the � Technical Documentation Section. I • � Wetland boundaries were marked at the site by pink"Wetland Delineation"pin flags.The wetland I � boundary is considered to be the topographically highest extent of the wetland basin;areas below the � staked boundary met the three required wetland criteria while areas above were lacking in one or j more of these criteria.Wetland classificatian followed methods described by Cowardin et al.(1979) " and used in the NWI (e.g. PEMB,PSS 1 C, etc.),completed by the U.S. Fish and Wildlife Service. , The Circular 39 and Eggers and Reed classification systems are also given.The indicator status of ( plants, as described in The Technical Documentation Section,was determined using the Natianat ' List of Plant Species That Occur in Wetlands—Region 3 (Sabine 1999}. " I I ' . �SVLTs iThe NWI map iilustrates one National Wetland Inventory wetland present on the property(Figure 2).This wetfand is designated PEMCd. . � '� The Web Soil Survey of Hennepin County, Figure 3, classifies four soil map units present on the subject property(See Figure 3}.The map unit classified as a hydric soi!is the Muskego,Blue Earth � Svoboda Ec:ological Rcsources 400 Willow llrive South ProjectNo.:2011-023-Q3 ' 2 OronolvlN � � I � I . , r , I � � . � � � . i i t � and Houghton soils, ponded, 0 to 1 percent slopes. The Hamel, overwash Hamel complex, Lester ; loam complex and Angus Loam morainic soil units are classi�ied as partially hydric. These soil � cIassification boundaries are illustrated on Figure 3 with further detail given in the legend. Soii series descriptions are given in the Technica( Documentation Section. � The Minnesota Department of Natural Resaurces, State Protected Waters Map (Public Water � Inventory) indicates one Public Water(Unnamed) on the property(Figure 4). I � Site Visit SER ecologists examined the subject property for areas meeting jurisdictional wetland criteria � during the site visit. Three areas rneeting the jurisdictional criteria of a wetland were flagged, and � boundaries were determined and delineated. The approximate wetland boundary is outlined in yellow{Figure 5). . � � Wetland A consists of two communities. The larger of the two is a Type 2 PEMF Wet Meadow, which comprises the majority of the southern area contained between the boundaries delineated for i Wetland A as shown on Figure S. Dominant vegetation includes several varieties of sedge (Car•ex � spp.), green bulrush (Scirpus att•ovirens, OBL), and reed canary grass (Phal.aris aratntllnacea, FACW).The not�thern end contains a Type 3 PEMF Shallow Marsh which extends up to and beyond ( the parcel boundaiy. Dominant vegetation in this community is primarily broadleaf cattail (Typhcr • latifolia, OBL) with some reed canary grass. The upland areas adjacent to the wetland are . characterized by the presence of turf grasses,and shrub dominance by eommon bucktharn(Rhumnars � catharticn, F�1C).The transition zone is ef�aracterized by a change in topo�raphy on account of both . sides of the wetland being bounded by sharply inclined slopes.Also,the soils differ substantially on either side of the transition zone with the wetland containing easily distinguishable mucky mineral ! topsoil and the upland exhibiting a much drier ctay loam. I Wetland B also consists of two communities. The primary community is a Type 2 PEMC Wet � � Meadow with two small patch communities of Type 3 PEMC Shallow Marsh.The wet meadow is I dominated by reed canary grass and also contains green bulrush and water smartweed(Podygona�m amphibiursz, OBL).The patches of Shaliow Marsh are dominated by broadleaf cattail.Upland areas ' acijacent to the wetland are characterized once again by turf grass and an even larger preponderance . of common buckthorn to the east of the wetland.The transition zone on the east side of the wetland . is not immediately apparent from the vegetation alone due to the prevalence of reed canary grass. � Topographic and soil changes are once again informative in discerning the edge. � Wetland C is a Type 7 PFO t C Wooded Swamp.The dominant vegetation consists of a tree canopy I � layec of green ash (Fr•axintrs pennsylvanlca,FACW)and cottonwood(Poperlars deltoides,FAC)with ' ' an understory of green ash sapiings and encroaching common buckthorn pushing in on the margins. Much of the wettand has sparse vegetation due to significant stand'tng water levels during portions of the year,as evidenced by water lines on the tree trunks and the presence of water stained leaves and ' algal mats. In the canopy gaps reed canary grass is dominant. The upland areas adjacent to the � wettand are dominated by turf grass on the wese and southern edges,and cottonwood over common i ' Svoboda i:cological Resources �{00 Willo�v Drive South Projecti�fo.:2011-023-03 3 Orono ivlN � � � I . , r ! � i F . i • � buckthorn to the east and north.The transition zone is characterized by the transition between reed , i canary and turf grass, topographic features, and the presence of common buctcthorn in the shrub � la.yer. ! The upland soils at samp(e point A-L consisted of a dark brown loam down to 10 inches, a dark ' brown clay loam to ]7 inches,and an olive brown clay down to 24 inches. The wetland soils for this sample point consisted of a mucicy mineral silty clay loam, a black matrix with dark gray ; stratifications down to 20 inches and a dark gray mucky mineral silty clay below that to 24 inches. � The upland soils at sample point A-2 consisted of 18 inches of very dark grayish brown clay loam { down to 18 inches. The wetland soils for this sample point consisted of a blacic silty clay loam for 5 � inches, a black ctay loam with 5%dark yellowish brown redox concentrations down to 12 inches, and a black mucky mineral silty clay loam with 2% dark yellowish brown redox concentrations � down to 24 inches. i � � The upland soils at sample pflint B-I were complex,consisting of a black clay loam containing 3% ; gravel down to 4 inches,a 61ack clay loam matrix with 10%yellowish brown stratifications down to � 6 inches,a black clay descending to a depth of 9 inches,a black clay matrix with 10%brown redox features and 5% coc% down to 14 inches, a black clay'ma#rix with 10% brownish yellow � stratifications down to 19 inches, and a very dark gray clay down to 22 inches. A second upland � point was established at this point to gather more information. The soil profile for that point consisted of a very dark grayish brown clay loam matrix with 2�%yellowish brown stratifications j and 3%gravel down to 16 inches,and a horizon extending to 18 inches comprised of a dark grayish ` brown clay matrix(55%), a light brownish gray mottle{42%), and reddish brown redox features . (3%).The wetland s�ils atthis sample point consisted of a black mucky mineral clay loam down to 4 � inches, a biack mucky mineral clay loam with 4%gravel down to 8 inches,a black silry clay loam � down to 13 inches, a gray clay ma�rit (70%}with yeliowish brown mottle(30%)and fragmented rock material that may be degraded shale interspersed throughout down to 18 inches, and a black i mucky mineca( clay that smells of hydrogen suifde descending to 22 inches. i The upland soils at sample point C-1 consisted of a b(ack clay loam down to 14 inches,with a black iciay loam mati•ix(60%)and a dark gray brown mottle(40%)down to 1 S inches,and a black mucky . mineral clay loam down to 20 inches. The wetland soils for this sample point consisted of a black rnucky mineral ciay loam down to 6 inches,a biack muctcy mineral clay loam with 5%dark grayish � brown redox features down to 10 inches,and a dark gray sandy clay loam"down to 1 S inches. � ' Wetland A is a designated wet[and on the National Wetiands Inventory and cecognized by the ; Department ofNatural Resources Pub(ic Waters Inventory.Hydrology indicato�s on the eastern edge i of the wetland were B13, B1Q and D2. On the western edge indicators C1, D2 and DS were observed.Wetland B is an isolated depression intermittently cor►nected to Wetland C via a culvert ; that passes below the driveway on the property and is adjacent to Willow Drive South. Hydrology � } indicators C 1, D2 and DS were also observed at this location. Wetland C is an isolated depression that is intermittently connected to Wetland B by way of the aforementioned culvert. Hydrology � i Svoboda F:cological Resources 400 Wi}low Drive South ProjectNo.:201 I-023-03 4 Urono IYW ! • i � ' � � { E j indicators B 1, B4, B8, B9,C l,D2 and DS were all observed. i � . Detailed soils,vegetation,and hydrology data for the deiineated jurisdictional wetland is provided in , the data sheets oF the Technical Documentativn Section. � ( ' � DISCUSSION � , � �' s SER completed ail on-site delineations based on the three required technical criteria as outlined by � the l 987 Manuai: the presence of hydric soi(s, a predominance oP hydrophytic vegetation, and � indicators of wetland hydrology in each basin.The site�isit poc�tion of the wetiand de[ineation was ; compieted on September 13,20l 1. SER personnef examined the subject property for areas meeting jurisdictional wetland criteria during � the site visit and delineated the edge of three basins as being jurisdictional wetlands (Figure 5). ' Detailed soils, vegetation and hydrology data is provided in the data sheets of The Technical Documentation Section.A set of full-scale figures is given in the Figuras section. f . . i REC�MIVIEN➢)ATI�NS � ; Activities that impact or could potential(y impact wetlands are regulated at several levels of igovernment. In Minnesota,the two primary jurisdictions ara covered at the state and federal levels . by the pcovisions of the following legislative actions. ; ➢ State jurisdiction by the Wetland Conservation Act of 1991 (WCA) administered � i by the WCA Local Governmental Unit(LGU). � ➢ Federal jurisdiction by the Clean VVater Act of 1972 and subsequent amendments. ( Wetland protection is impfemented by the Corps of Engineers(Corps) with pet•mit certification issued by the Environmental Protection Agency. , ! While the wetland boundacies that SER has delineated are not official until approved by a WCA approved local govei�nment unit(LGU),SER advises the property owner/developer to refl•ain From any filling, draining, or excavating, or any impact to the area SER has delineated as wetland. No � � grading or filiing in wetland basins should commence until all necessary pe�tinits have been obtained. ; j Violation of wetland regulations has resulted in substantial civil and criminal penalties. Local i i ordinances may regulate wetland modifications such as brush and tree removal and burning in i ; addition to grading and filIing. Depending on the Iocation of the property, buffers around the i � wetland may also be protected.Any activities in the proximity of the wetland shou(d be cleared with j ; appropi•iate WCA regulatory agencies.It is also advisable to have the wetland boundary surveyed by ; ' a ficensed land surveyor. Since the pin flags used along the boundary can be vandalized or i inadvertently knocked over,a G.PS survey of the flags will assure the permanence of the boundary. � � i � Svoboda Ecologicai Resources 400 Willow Drivc South j ProjectNo.:2Q11-023-03 5 Orono MN I i � I i � i ` i ! 1 . . j i [ ; The client should also be aware that approved wetlAnd boundaries are typicatly va(id for onty three � t years From the date of approval. � To avaid project delays associated with wetland regulations, it is essential that you acquire necessary permits from all jurisdictional agencies before initiating activities. A WCA Sequencing form, a � WCA and Army Corps of Engineers Replacement Plan Application form, and a DNR permit appiication are among the materials that you may be required to submit if impacts are proposed for � the de[ineated wetlands.By initiating the permit process as soon as possible,potential costiy delays � to the project may be avoided. , � , i . i i � � I ( i � I i � i � � I t I i � Svobcida Ecological Resources , �(H)Willow Drive South � Project No.:2011-023-03 ( Orono IvIN 1 i ; i ' ' I ; � ; . ; ; � ; � i ' � CEI��I�'ICATI4N ; ; David Haar completed the above-described delineation on September 13�",201 l. This delineation ' was performed according to the procedures described by the US Army Corps of Engineers in the t 987 Wetlands Deiineation Mam�al and the 2007 Midwest Region Supplement Wetland Defineation � ' Manual. The delineation meets the standards and a criterion described in these manuals and � � conforms to the applicable standards and regulations in force at the time the delineation was completed. i � ' � Repoit and graphics were prepared by David Haar(Wetland Ecologist [/GIS Speciatist)on this day September 14��', 201 l. The detineation report was reviewed by Brian Burgner(Wetland + Ecologist II). S . Client: Maric J.Nelson ! Project Name: 400 Willow Drive South � Project No.: 2011-023-03 Locatian: �rono, Minnesota � - • I i I � e�� Wettand Ecologist I/G1S Specialist � . , � � � � � � Ecologist II I Wet[and Delineator-Certified # l 124 � i � ��`�._._ d. ; President, Svoboda Ecological Resources ! � j Septemher 1�'f', 2011 3 Date � � r 1 � i . i � Svobcxla Ecological Resources 400 Willo��Drive South Project No.:201[-023-03 � Orono MN � � , ! I i I j � � i . I . . I � • i f ' DATA SOURCES t I i Minnesota Department of Natural Resources, Public Waters lnventory Basin Delineations, Published 7/31/2008 and retrieved fi•om http://deli.dnr.state.mn.us i � United States Fish and Wildlife Service National Wetland Inventory Map. Retrieved from http://www.fws.gov/wetlands/Data/Mapper.html on 9/6/201 l. ' 2010 Aeriai Coloi•Photos. Publicly Distributed by Bino Spatia( Data Services. � USGS Quadrangle Map—Excelsior 7.5-Minute Quadrangte, Minnesota, U.S.A. i Web Soil Survey(n.d.). Orono,Hennepin County, MN. Retrieved from � http://websoilsurvey.nres.usda.gov/app/�IomePage.htm I 1 , f I i i � ( 1 � i f i � � ; � � I � r � � I � � $vobodaEcologicNl Resources d00 Willow Drivc South ( Project No.:2011-023-03 g Orono MN i i i � i ' � � ' � ' � � I i . � I � � i , ' LITERATURE 12EFERENCED � . . � Cowardin, L.M., V. Cat�ter, F.C, Golet,and R.T. LaRoe. 1979. Classifrcation of YYetlarrds and Deepwater•Habitats of the United States. U.S. Fish and Wildlife Service, FWS/OBS-79/3 i. l 03pp. ! Eggers, Steve D. and Donald M. Reed. 1997. Wetlanc�Plants and Pl�rnt Comrr�unities of lvlinnesota and YVisconsin. US Army Corps of Engineers, St. Paul District. 263pp, unclassified. , Environmental Laboratory. 1987. 1987 �I.S. Army Corps of Engineers yYetla»ds Delineatinn Manzral. Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, � Vicksburg,Mississippi. i ��. I Gleason, H.A.and A.C. Cronquist. 1991. tl�tanaral of i�asca�lar Plants of Northeastern U�ited � States and t.tdj�rcent Cancrda.New York Botanical Garden, Brorix. 910pp. ; ; Sabine,B. J. 1999. Nntinnnl List of Pl�rnt Species that Occair in bYetlanrl.s;Regrorr 3—North a Centr•al (Indiana, Illinois, lowa, tYfichigan, Nlr�nesota, 1l�Iissouri, Wisconsin}. Resource � Management G�•oup, (nc. 77pp. � Shaw, S.P,,and C.G. Fredine. ]956. YVetta�rd.r of the Unitecl Stares. U.S. Fish and Wildlife ; Serviee, Circular 39. 67pp. � U.S.Army Corps of En�;ineers. 2007. Inter�im Regional Szrpplement to the Cvrps of Engineer.s � YYet.lan�l Delineation�Ylanaial: 11�Iidwest Reginra. ed. J.S. Wakeley,R.W. Lichvar,and C.V. Nobel. ERDC/EL TR-10-16. Vicksburg,MS: US Army Engineer Research and Deveiopment ; Center. � ; � � . i � � � � � � � � i ( , , � i I i i i ` � � i � � Svoboda Ecological Resources � �400 Willo�v Urive South Project No.:20l 1-023-03 9 Urono MN I ; . k � , � � I � i � i i � ' i � ; � � � f . ; � I FIG�TR�S I � � . ; . ; , � 1 1 . t ! ° I � � � � I , i i ; � I � . . � � , � � . � � ' ��,,,,, y, - � � � � _�--- ...�._�,.,�,�, �s' _>,L. �1�, , �L . r •.. , . 1-:,.r, r' f 8 � .�!'' I �i��t� i:. .'��'y�1 �:,�k,�' ��rs��Y�' � I�Fa '.�i,l .� -ti ! ( •i• � � `� �1�.".r ;�� 4t�1�: ?�;r �� „ (a � �,` y�g I ^x�Y ti.y . �' �n ' ,.e.+s�,. 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I , � THE 'I'ECHIVICAL DOCUMENTATION SECTI4N ; � Field Data Sheets s I � t I � II • � �� i5 1 . � � i a � . � ( � ( � . � ; � i � I � i � a � i • f { f i . � I( ! 4 ! � i I I I 1 � I WETLAND DETERMINATION DATA FORM -Midwest Region ProJect/Site 400 W(Ilow Drive South Clty/County: Orono/Hennepin Sampling Date: 9!9/11 : I Applicant/Owner. Mark J.Nelson State: MN Sempiing Poln� SP A-1 UP . Investigator(s); DH 3eclion,Townshlp,Range: T117 R023 S03 � Landform(hilislope,terrace,etc.): hlllslope Local relief(concave,convex,none): convex Slope(%): 4 Lal Long: Datum: NAD 83 ! I SoII Map Unit Name Muskego,Blue Earth,&Houghton Solls,ponded,0 to 1%slopesVWl ClassificaUon: � Are climatic/h drol y ogic condilions of the site typical for this time of ihe yeafl (If no,explain in remarks) Are vegataUon ,soil ,or hydrolagy signlflcanUy disturbed? qre"normal clrcumstances° Are vegetetian ,sofl ,or hydrology naturally problemaBc? presenl? Yes i I SUMMARY OF FINDINGS (if needed,explain anyanswers fn remarks.) Hydrophyflc vegetaUon present7 Y � Hydric so11 present7 N Is the sampled area within a wellan N � I WeUand hydrology present? N f yes,opUonal welland s(te ID: ; Remarks:(E�lain altemative pracedures here or In a separate report.) i....� VEGETATION—Use scienfific names of plants. Absolute Dominan Indicator pominanca Test Worksheet i � Tree Stratum (Plot size: 30'radlus ) %Cover t Species Staus Number of Dominant Species ,. � 1 Populus de/toldes 10 Y FAC that ere OBL,FACW,or FAC: 2 (A) '' 2 Totel Numher oF Domina�t 3 Specias Across all Strata: 3 (B) , � I 4 Percent oi Dominant Specles � � 5 thet are OBL,FACW,or FAC: 66.67% (AB) � 10 =Totai Cover Seolina/Shrub streturc (Plot size: 15'radius ) Prevalence Index Worksheet f 1 Rhamnus catharfica 3 FAC Total%Cover of: ► I 2 Lonicera 1 N OBL specles 0 x 1= 0 � 3 Fraxlnus pennsylvanlca 1 N FACW FACW species 16 x 2= 32 4 Unknown shrub 1 N FAC species 13 x 3= 39 � I 5 FACU specles 1.5 x 4= 6 i 6 =Total Cover UPL specfes 5 x 5= 25 Herb stratum (Piot size: 5'radius ) Column totels 35.5 (A) 102 (B) 1 Poacea 70 Y Prevalence Index=B/A= 2.87 1 I 2 Pha/aris arondlnecea 15 N FACW � 3 Bromus Inetmis 5 N UPL Hydrophytic Vegetation Indicators: 4 Clrslum arvense 1 N FACU Rapid test for hydrophyllc vegetaUan : � 5 Solfdago canedensis Q.5 N FACU . X Dominanoe test is>50°!0 � 6 X Prevalenoe index is 53,0' � � Morphogical adapletions'(provide 8 supporting data in Remerks or on a � I g separate sheet) `• 10 Prablematic hydrophydc vegetation' 91.5 =Total Cover (explaln) W oodv vine stratum (Plot size: 16'radlus ) •hdlcetors ot hyddc soll end wetland hydrology must ba I 1 VI(!s 3 presanl,unless dislurbed ar pmhlematic 2 Perihenocissus quinquefolia 1 Y FAC y rop y c 4 =Total Cover vegetation present7 Y IRemarks:(Include photo numbers here or on a separate sheet) I I • US Amy Corps of Engineers Midwest Region , I ' � 1 � I I • i� • ' � ( F � s � SOIL 5ampling Point: 5P A-1 UP ! Profile Description: (Describe to the depth needed to document the indicator or conftrrtt the absertce of indicators.) Deplh Mahix Redox Feafures j (Inches) Color(molst) % Color(moist) °� Type' !oc•` Texlure Remarks . i � 10 10yr 313 loam ; 17 10yr 3/3 clay loam I I 24 2.5y 4/4 clay � . I � � I i : • � 'Type:C=ConcentraUon,D=Depletion,RM=Reduced Mafrix,MS=Masked Sand Grains. "Locatian PL=Pore Llning,M=Mafrbc I� Hydrtc Soll lndicators: Indfcators for Problematic Hydric Sofls: Hfstisol(A1) Sandy Gleyed Matrix(S4) Coast Prarcie Redox(A'Ifi)(LRR K,L,R) HIsHc Epipedon(A2) 5endy Redox{S5) Dark 5urface(S7)(LRR K,Lj Black Hislic(A3) Stripped Matroc{S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) � _Hydrogen Sulftde(A4) _Loamy Mucky Mineral(F1) _Iron-Manganese Masses{F12)(LRR K,L,R) StratlRed Layers(A5) Laamy Glsyed MaMx(F2) Very 5hal[ow Dark Surtace(TF12) 2 cm Muck(A10) Depleted Matrix(F3) Other(expiafn In remarks) Depleted Below Qerk Surface(A11) Redox Dark Surtece(F6) Thick Oark Surface(Ai 2) Depleted Derk Surface(F7) •Indicators of hydrophyUc vegetaEion and weltand I �Sandy Mucky Minera!(Si) Rednx Depresalons(F8) hydrology must be present,unless disturbed or ' ' S cm Mucky Peat or Peat(S3} pro6lemalic Restricfive Layer{if observed): I Type: Hydric solf present? N Depth(inches): ema s; i 1 I HYDROLOGY Wetland Hydrotogy Indicators: Primarv Indicatws(minimum of one Is reauired:chsck eil that aoolvl Secandarv Indicaiors(minimum of two reauirecfl Surface Waler(A1) Aqualic Fauna(B13) Surface Soil Cracks(80) ( High Watar Ta61e(A2) —True Aquatic Plants{814) _Drafnags Pattems(B10) SaturaUon(A3) Hydropen Sulflde Odor(C1) Ory-Season Water Table(C2) Water Marks(B1) O�ddized Rhlmspheres on Living Roots�Crayfish Burcows(CB) Sediment Deposits(62) {C3) Seturation Visible an Aerial Imagery(C9) Ur'rft Deposits(B3) Presence of Reduced Iron(C4} Stunted or Sfressed Piants(D1) � Algal Mat or Crust{64) Recent Iron ReducBon in Tilled So(is _Geomorphic Position(DZ) Iran Deposlts{95) (C6) FAC-NeuUal Test(D5) Inundation Visible on Aedal Imagery(67) —Thin Muck Su�face(C7) Sparsely Vepetated Concave Surtace(BB} —Gauge or WeH Data{D9) j Weter-Steined Leaves(69) Olher(E�lain in Remarks) � � Ffetd bservations: � � Surfacewaterpresent? Yes No X Depth(inchas): Wetland Watertable present? Yss No �Depth(inches): hydrology Saturallon present? Yes No �—Depth Qnches); present4 N j (includes capiAary fringe) � Describe recorded data(slream gauge,moniioring well,aerial pholos,previous inspections),if available: i Remarks: � � � j � I i US Army Corps of Engineers Midwest Region i � ; i . � � , � , � i � � � l WE?LEWD DETERMINATfON DATA F�RM-Midwest Region ProJacUSlte 400 Willow Qrive South Clty/Caunty: Orono/Hennepin Sampling Dale: 9/9/11 � ApplicanUOvmer: Mark J.Nelson State: MN Sampling Point: SP A-1 WET ; Invesfigator(s): DH 3eclion,Township,Range: T117 R023 S03 �� Landtorm(hillslape,terrace,etc.): toesiope Local refief(concave,convex,none): concave Slope(%): 1 Lat: Long: Datum: NAD 83 � . � Soil Map Unit Name Muskego,Blue Earth,&Houghton SoUs,ponded,0 to 1%slopeslWi Classifcetion: PEMCd • Are climatic/hydrologic condilions of lhe alte typical for this tlme of the year7 (if no,explain in remarks) Are vegatalion ,soil ,or hydrology signiflcanUy disluPoed? Are"nortnal circumstancas" I Are vegetaflon ,soll ,or hydrology naturaily problemafic7 prasent? Yes SUMMARY OF FlNDINGS (if naeded,explain any answers In remerks.) Hydrophylic vegetation presenl? Y � Hydric soil present? Y Is the sampled area within a wetlan Y I Wetland hydrofogy present? Y f yes,optionel wetland slte ID: � ! Remarks:(Explaln aflemative procedures hera ar in a sepatate report.) I i • VEGETATlON—Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet 4 Tree St�etum {PIoE size: 30'radius ) %Cover t Species S�aus Humber of Dominant,Species � 1 Ihat are OBL,FACW,or FAC: 0 (A) � 2 Total Number of Dominant 3 Species Across all Strata: 1 (B) ( 4 Percent of Dominant Species 5 that are OBL,FACW,w FAC: 0.00°k (At6) 0 =Total Cover Seoiina/Shrvb streturr (Ptot size: 95'ra�us ) ?revalence Index Worksheet 1 Total%Cover of: j 2 OBL spacies 8 x 1= 8 � 3 FACW species 15 x2= 30 4 FAC species 0 x 3= 0 I ' S FACU specles 3 x 4= 12 0 =Tote1 Cover UPL species 1 x 5= 5 Herb stratum (Pfot size: 5'radius ) Column totals 27 (A) 55 (B) , � 1 Carez sp. 85 Y NI Prevalence Index=B!A= 2.04 � 2 Phalaris arundinacea 15 N FACW . 3 Typha latffolia 5 N OBL Hydrophytic VsgaEaGon indicators: 4 Sclrpus atrovlrens 3 N 06L Rapld test for hydrophytic vegetalbn i 5 Solidago canadensis 3 N FACU Dominance test is>50% � 6 Bromus lnemus 1 tJ UPL X Prevalence index is 53.0• � 7 Lsmisceae 1 N Morphagical adapfaGons'{provide 8 support3ng data in Remarks or on a � � g _separate sheet) 10 ProblemaUc hydrnphytic vegetation` � ` 93 =TotalCover _(explain) { W oodv vine stratum (Plot size: 15`radius ) �Indicetors of hydrio sdl end wetland hydrobgy must be I ( � prssent,unless dislurbad or problamafic � I 2 y rop y ic � ' 0 =Tota1 Cover vegetatton present? Y Remarics:(Include photo numbers here or w�a separete sheet) ; � I i � I . i i ' i � US Amy Corps of Engineers Midwest Region ; � � � � � , , � I E ( . � Sampling Point: SP A-1 WET i SOlL � Profile Description: (Descrlbe to the deplh needed to document the indicator or confirm the absenae of indicators.) ? � Depth MaErix Redox Features { � (inches) Color(moist) °Jo Color(moist) % Type' Loc" Texture Remarics E ' 20 N 2.5/ 95 10yr4/1 5 D M sifty clay loam mucky minaral soil 24 10yr 4/7 100 silty clay mucky mineral sdi � � i • i I i � 'Type:C=ConcenUation,D=Depletion,RM=Reduc�d Matra,MS=Masked Sand Grains, ""Locatian:PL=Pore Lining,M=Matrix � � Hydrlc Sofl irtdicators: Indicators for Prohlematic Hydric Soils: . i ( _Hisflsol(A1) _5andy Gleyed Matrix(54) _Coast Prairie Redox{A16)(!RR K,L,R) � _Histic Epfpedon(A2) _Sandy Redox(S5) —Dark Surface(S7)(LRR K,L} Hlack Hisfic(A3) Stripped Matrix(Sfiy 5 cm Macky Peat or Peat(S3)(!RR K,L,R} � �Hydrogen Sulfide(A4) X Loamy Mucky Mfinerai(F1) _iron-Manganese Masses(F12)(LRR K,L,R} � Stratified Layers(A5) Loamy Gleyed MaUuc(F2) Very Shallow Daric Surface(TF12) 2 cm Muck(A10) Dspleted Matrix{F3) _Ofher(explain in remarks) Dapleted 8elow Dark SurEace(A11) Redox Dark Surfeae(Ffi) i 1'hick Dark 5urface(Al2) Depleted Dark Surfece(F7) 'lndicalors of hydrophytic vegetalion and weltand I Sandy Mucky Minerat(St) Redox Depressions(F8) hydralogy must be present,untess disturbed or " 5 cm Mucky Peat ar Peat(S3) problematic ResVictive Layer(if observed�: iType; Hydric soii present? Y � Depih(inches): emartcs: I I HYDROLOGY Wetland Hydrology Indicators: Primarv Ind�cators(minlmum of one)s reauired;check all that apaivl Sacondarv Indicators fminimum of lwo reauired) SurFaae Water(A7) X Aquatic Fauna(613) Surface Shc Cracks(88) � High Water Teble(A2) _True Aquafic Plants(614) X Oreinage Pattems(810) � Saturatian(A3) Hydrogen Sulflde Odar(C1) Dry-Season WaterTsb4e(C2) I Waler Marks(B1) O�ddzed Rhimspheres on living Roats Creyfish Burrows(C8) Sediment Deposils(82) {C3) Salurallon VislWe on Aerial Imagery(C9) Orift Deposits(B3) Presence oE Reduced Iron(C4) Stunted or Stressed Plants�D1) � Alga!Mat or Crust(B4) —Recent Iran Raduction in Tilisd Soifs �Geamorphic Position(D2} Iron Deposits(B5) (C6) FAC-Neutral Test(DS) Inundatian Visible on Aerfai Imagery(B7) Thin Muck Surface(CT) Sparsely Vegataled Canceve Suriace(88) Gauge or WeH Data(a9) � WaterStained Leaves(B9) Other(E�tain in Remarks) I feld Observations: ' Surfacewaterpresent? Yes No X Depth(inches): Wetland Water tabls present? Yes �— No Depth Qnchesr 16 hydrology SaturaUon presenYl Yes No �Depth(inches}: present7 Y i (includas cepitlary fringe) Descrihe tecorded data(stream gauge,moniloring well,aerial photos,previous inspecfions),If avalable: � j smarKs: i i i I i i S S � i � US Army Corps of Engineers Midwest Region i ! . . i . f . � � , � . � WETLAND DETEf2MINATION OATA FORM-Midwest Region . ProjecUSlte 4(}0 Willow Drive South CitylCounty: Orono/Hennepin Sampling Dale: 9/9/11 ' � Applicant/Ownar Mark J.Nelson State: MN Sampling Point: SP A-2 UP � InvesQgator(s): DH 3action,7ownship,Range: T117 R023 S03 � Landfarm(hllslopa,terrace,etc.j: hillslope Local relie((concave,convex,nons); concave I Slope(°/a): 6 Lat: Long: Detum: NAD 83 � ° Sal Map Unit NemeMuskego,Blue Earth,&Houghton Soils,ponded,O l01°/a slopes�Wl Ctass(ficalion: . Are clfmadclhydrologic condiUons of the siie lyp3cal for this Bme af the year? (If no,explain in remarks) Are vegetai'ron ,soll ,or hydrology sfgnlOcanUy disturbed7 Are"nortnal circumstances" Are vegetaiien ,soil ,or hydrology naturelly problematic7 presant7 Yes � SUMMARY OF FINDINGS (If needed,e�Iain any answers in remarks.) Hydrophytic vegetation present? Y . i Nydric soll present7 N [s the sampted area within a wetian N W etland hydrology present4 N t yes,optional wetland site ID: � Remarks:(Explain altemaGve pracedures here or in a separaie report.) i � VEGETATIQN--Use saientific names of ptants. Absotute Oominen IndicaEor pominance Test Worksheet Tree Shatum {Pbt size: 30'radius } °/a Cover t Species Staus Number of Dominant Species � 1 Fraxinus pannsylvenica 3D° Y FACW that are OBL,FACW,ar FAC: 3 (A) ` ` 2 Totel Number of Dominent 3 Specias Across atl Strata: 4 (B) i 4 Percenl of�ominant Specles ( 5 that are OBL,FACW,or FAC: 75.00% (AlB} � 30 =Tofai Covet Saolina/Shrub straWrc (Plot size: 15'radius ) Prevalence Index Worksheet � 1 Rhamnus cathartfca 15 Y FAC Total•/a Cover of: 2 Fraxinus pennsylvanlca 3 N FACW OBL species 0 x 1= 0 ' g FACW specles 73 x 2= 146 q FAC spedes 15 x 3= 45 i5 - FACU speciss 6 x 4= 24 � 18 =Totel Cover UPL species 3 x 5= 15 Herbstrsfum {Plotsize: 5'radlus ) Golumntotals 97 (A) 230 (B) 1 Phalsris arundinacea 40 Y FAGW Prevalence Index=B/A= 2.37 ; 2 Solidago canadensis 5 N FACU I ! 3 Bramers rnermis 3 N UPL Hydrophytic VagetaUon Indicators: 4 Cirsium arvense 1 N FACU Rapid test fa hydrophytic vegetaHon i 5 X Dominance test is>50°k � g X Prevalence index is 53.0• 7 Morphogical edeptalions'(provide g supporting date in Remarks or on a I g _separatesheet} ( � qp ProhlematichydrophyticvegetaUon' ( � 49 =Total Cover (explain) { Wood4 vine Sl�etUm (PI01 SiZe: 1 S ladlUS ) •�ndicatas af hydrio soil and wetland hydrology must ba I 1 Pa�thenocissus quinquefolie 3 FAC presen4 untess dlsturted or pmblematic � � 2 Vltis sp. 1 y y rop y a � ' 4 =Total Cover vegetatlon present? Y Remarks:(Inciude photo numbers here or on a separete sheet) i ' I I i � i E i US Amy Corps of Enginesrs Midwest Region i � ! , I . i 1 I . t f i � i ( SOIL Sampling Point: SP A-2 UP Proftle Descriptton: (Describe to the depfh needed to do�ument the indicetor or con8rm the absence of indicators.) � Depih Matroc Redox Features - � (Inches) Color(moist) % Color(moist) % Typs" Loc" Texture Remarks ' 18 10yr 312 700 clay loam , I 4 I � 'Type:C=Cancentration,D=Depletion,RM=Reduced Matrix,MS=Masked 5and Grains. "Localion:PL=Pore Lining,M=Matrix � Hyd►ic So[I indicators: Indizatars for Problematic Hydrlc Solis: � ; Histisol(A1j Sandy Gleyed Matrix{S4} Coast Prafde Redox{A16){LRR K,L,R) � � Histic Epipedon(A2) Sendy Redox(S5) Dark Surface{S7)(l.RR K,L) Slsck Histic(A3) Stripped Mahix{SB) 5 cm Muoky Peat or Peat{S3)(LRR K,L,it} Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R) jSira4fied Layers(A5) , Loamy Gleyed Matrix(F2) Very Sfiallow Dark Surface(T'F12) ' 2 cm Muck(A10) Qepleted Matrix{F3} ,Olher(e�lafn in remarks) �epleted Below Dark Surface(A11) Redox Dark Surface(F6) i Thfck Dark Surtace{Al2) Depisted Dark Surface(F7) •lndicators of hydrophytic vegetation•and waltand _ jSandy Mucky Mineral(S1) _Redox Depresslons(FB) hydrology must be present,unless disturbed or ' 5 cm Mucky Peator Peat(S3) Rroblematic . Restrictive Layer{if observed): � ; '(ype; Hydric soil present? N ( Depth(inches): , emarks: � ( HYDROLOGY Wetland Hydrology Indicators: � Pdmarv Indicatars fminimum of one is renuired:check all that aonivl Secondarv indlcators(minimum of Nvo reauiredl Surface Wafer(A7) Aquatic Fauna(613) Surfaee Soil Cracks(B6) High W ater Table(A2) Ttue Aqualic Plants(B14) Drainage Pattams(610) j Saturatian(A3) Hydrogen Sutfide Odor(C1) Dry•Seasort W ater Ta61e(C2) � Water Marks(81) O�ddized Rhizospheres on Living Roots Crayfish Burcows(C8) Sediment Deposits(B2) (C3) SaluraHon vs�le on Aerla►Imagery(C9) Drift Deposits(63) Presence of Reduced Iran(C4) Stunted or Stressed Plants{Di) � Alget Mat ar Crust(84) Recent Iron Reduciion in Ttllad Soiis Geomorphic Posftion(D2) � Iron Deposits{BS) _(C8j `FAC-Neut[ai Test(DS) InundaUon Vfs@�le on Aerial lmagery(67) Thln Muck Surface(C7� Sparsely Vegetated Catcave Sudace(B8) Gauge or Well DaFa(D9) Weter-Stained Leaves(69) Other(E�lain in Remarks) iietd bservations: . ' Surface water presenl7 Yes No X Depth(nches): wetland Waterfebfepresenl?. Yes No X Depth(inches): hydrology Saturation present? Yes No —�Depth(inches): presentl N � ('m�ludes capiliary fringe) � ` Qescribe recorded data(sfream gauge,monitoring well,aerial photos,previous inspeGlonsj,if avaBabte: { , f ( i � � ema s: I I � � � i '. I � i � . � . � i US Army torps of Engineers . Midwest Region I i � � � f � I � � ' � . � i � • WETLAND DETERMINATiON DATA FORM-MidwesE Region ProjecUSfte 400 Wlllow Drive 5oulh CftylCounty: Sampling Date: 9!9l11 ; ; AppGcanUOxmer: Mark J.Nelson State: MN Sampling PoinL• SP A-2 WET � � Investigator(s): DH 3eclbn,Tawnship,Range: T717 R023 S03 Land(orm(hillslope,terrace,etc.): bastt� Local rellef(concave,convex,nons): �oncave Slope(%): 0 LeL• Long: Datum: NAD 83 � Soil Map Unit Name Muskego,Blue Earfh,8�Houghton Soils,ponded,0 to 1%slopeslWl Classification: PEMCd . Are climaGcfhydrotogic conditions of the site typical for lh[s Ume of the yea� (If�o,expisin in remarks) Are vegetaUon ,soll ,or hydrology signiflcanUy distur6ed? Are"nom�al circumstances" r Are vegetalion ,soll ,or hydrology naturalty pro6lematic? present7 Yes i � SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? Y , Hydric sd!present? Y Is the sampled area withln a wetlan Y i Wedand hydrology present7 Y f yes,opUonal weiland slte ID: � Remarks:(E�1afn altemaiive procedures here ar In a separate repart.) i � VEGETATION--Use scientific names of piants. Absolute Dominan Indicator pominen�aTestWorkaheet ; Tree Stratum (Pbt size: 30'radius ) %a Cover t 5peciss Staus Number oi Dominent Species , � � 1 Frexinus pennsylvanica 1U Y FACW that are 08L,FACW,or FAC: 2 {A) ' � 2 Totel Numhar of Dominant 3 specfes Across all SUata 2 �a) ! 4 Percenl of Dominent Spectes f 5 that ere OBL,FACW,ot FAC: 100.00% (A/B) ' 10 =Total Cover ' Saalinal5hnib straturr (Plot size: 15'radius ) Prevalence Index Worksheet ' 1 Tota!5'o Cover of: I 2 OBL speaes 0 x'1= 0 3 FACW spacles 80 x 2= 160 4 FAC species 0 x 3= 0 ! 5 FACU spacies 2 x 4= B � 0 =Totel Cover UPL speciss 2 x 5= 10 Herb stratum (Plot size: 5'radius ) Cdumn totals 84 (A) 178 {B) i 1 Phalaris arandinacea 70 Y FACW Prevalencs Index=BIA= 2.12 2 Solidago canadensis 2 N FACU � 3 8romus inermrs ' 1 N UPL Hydrophytic Vegetatfon Indfcators: 4 Asclepias syriaca 1 N UPL RapW fest for hydraphyEic vegetatlon � 5 X Dorrdnancs test is>50% 6 X Prevalence index Is 53.0' 7 Morfrhogical adaptetions`(provtde 8 supporting deta in Remarks or on a � 8 separate sheet) � 10 Problematic hydrophytic vegehation' ' 74 =Total Cover (exp(ain) WOOdV Vihe Siratum (PIOt SiZe; 15'reditlS ) •lndicatoro ot hydrfc soll and weUand hydiology musl ba i1 VlBs sp. 1 presant,unless disturbed or pmblemeUc Z yropyc i =Totel Cover ve8etatlon present7 Y � Rema�lcs:(Include photo numbars here or on e separate sheet) i f U5 Amy Corps of Engineers Midwest Region i , � � i � � � i � ; � � ' . i gp�� Sampling Paint; SP A-2 WE7 Proflle Descrlption: (Descrihe to the depth needed to document the indicator or confirm ihe absence of indieaEors.} Depth Matriu Redox Features � (Inches) Cdor(moist) % Cotor(maist) % Type" Loc" Texiure Remarks � 5 10yr 2/1 100 sitty clay loam 12 10yr 2/1 85 10yr 3/4 5 C PL ciay loam i 24 N 2.5/ 98 10yr 3/4 2 C PL siity clay loam mucky minerel i � 'Type:C=Concenlraiion,D=DepleUon,RM=Reduced MeMx,MS=Masked Sand Grains. "Location:PL=Pare Lining,M=Matrix � Hydric Soil Indfcators: Indicators for Probtematfc Hydric So(Is: HisFisol(A1) Sandy Gleyed MaMx{S4) Coast Prairie Redox(A16)(LRR K,L,R) � Histic Eplpedon(A2) ' Sandy Redox(S5) Dark Surface(S7}(LRR K,L) Black His6c(A3) Stripped Matrix(56} �5 cm Mucky Peat or Peat{S3)(LRR K,L,R) ( Hydrogen SulFlde(A4) Loamy Mucky Mineral(F1) Iron-Mangenese Masses(F12)(LRR K,L,R) � X Shadfied Layers(A5} Loamy Gleyed Matrix(F2) Very Shallow Dark Surface(TF12) � 2 cm Muck{A10) Depleted Matrix(F3) _Olher{explain in remarks) Depleted Below Dark Surface(A1 S} Redox Dark Surfacs(F6) Thick Dark Surtace(Al2) Depteted Dark 5urface(F7) 'Indicators of hydraphytic vegetation end weRand ( Sandy Mucky Mineral(S 1) Redox Depressions(F8) hydrolo0y must be present,unless disturbsd or ` 5 cm Mucky Peat ar Peat(S3) problemalic Restrictive Layer{tf observed}: I Type; Nydric soil presant? Y � Depth(inches): Remarks: . ( ; HYDROLOGY ' iWetland Hydrology Indicators: Primarv Indicators(minimum of one is reauired:check all that aoulvl Secondarv Indicators{minlmum of two recwirad) Surface Water(A1) Aquetic Fauna(613) Surfa�e Shc Cracks(B6) • � Hlgh Water Table(A2) True Aqua4c Plants(614) _Drainaga Pattems(B10} i SaWratlan(A3) X Hydragen Suitide Odor(Ci) _Dry-Season WaterTable{C2) Water Mazks(B1) O�dmzed Rhfmapheres on Livi�g Roots Creyfish Burrows(C8) Sediment Deposits(82) (C3) Saturatian U�sihle on Aerial Imagery(C9) D�ft Deposits(B3) Presence of Reduced Iron(C4) Slunted or Siressed Ptants(D1) ( Algat Mat or Crust(B4) Recent Iran Reduction in Tllled Soils X �eamarphfc Posilion(D2) � Iron Deposits(85} (CB) �FAC-Neutral Test(�6) ' Inundaiion Visible on Aerial Imegery(B7) 7hin Muck Surface(C7) � Sparsely Vegatated Concave Surface(88) —Oauge or W eN Data(D9) � � W ater-Sfained Leaves(89) Other(E�lain in Remarks) � � feld bservations: � � Surface vrater present? Yes No X Depih(nches): Wetiand i Waterta6le present7 Yes No �—Depih(inches): hydrolugy Saturation present? Yes No �C Depth Qnches); presentl Y � � (incfudes capiilary iringe) • Describe recordad dete(stream gauga,monitoring well,aerial photas,pravtous inspections),if availabfe: � ' I Rem s: i ' i US Army Corps of Engineers Midwest Region ; ' � i ' � ' i • � i � ... WETLAND DETERMINATIDN DATA FORM-Midwest Region _ Projecf/Site 400 Wliow Drive Soufh City/County; OronoMennepin Sempling Date: 9/13/11 • AppiicanUOwner. Mark J.Nelsan Sfate: MN Sampling Point: SP B-1 Transition i � Invesllgator(s): DH 3eclion,'Fownship,Range: T117 R023 S03 Landform{hNlslope,terrace,elc.): low level Local refief(concave,convex,none): convex Slope(%); Lat: Long: Datum: NAd 83 � � Soil Map Unit NamaMuskego,Blue Earth,8�Houghton Solls,ponded,0 to 1%slopes+iWi Classification: ; • Are ciimaticlhydrologic conditions of the site iypical for ihis time of the year? (If no,exptain in remarks) ; Are vegeialion ,srn1 ,or hydrology sign�icanUy disturbed? Are'narmal droumstances" � ; � Are vegetaUon ,soii ,ar hydrology nafurel(y problematic? present? Yes � St1MMARY OF FINDINGS (if needed,explain any answars in remarks.) Hydrophytic vegetation pressnt7 N Nydric sal present? (V Is the sampted area within a weUan N � Wetland hydrology present? N f yes,optional wetiand sile ID: Rsmarks:(Explain allemative procadures here or in a separate report.) , i i i ` VEGETATION—Use scientfflc names of plants. 3 Absofute Dominan Indicator pominance Test Worksheet � 'fres Stratum Plot size: 30'radius %Cover t S ecies Staus i � ? P Number of Dominant Species � 1 tfiat aze OBL,FACW,x FAC: 1 (q) " 2 Totel Number of Dominant s s�r��a�ro�s au stre�e: z �s� . 4 Perceni oi Dominant Speaes t 5 thal a!e OBL,FACW,of FAC: 50.00% (AIB) 0 ='fotal Cover Sanlinn/Shrub straturc (Plot size: 15'radius ) Preva#ence index Worksheet ; � 1 Tota!%Cover of, i 2 OBL specles 2 x 1= 2 3 FACW spaciss 40 x 2= 80 4 FAC species 0 x 3= a ; `� FACU specles 0 x 4= 0 � 0 =Total Cover UPL species 41 x 5= 205 Herb stratum {Plot size: 5'radius } Column totals 83 (A) 287 (B) 1 Phalaris arundlnacea 40 Y FACW Prevalence Index=8/A= 3.46 � 2 8romus inemds 40 Y UPL 3 Cirsium sA. 10 N HydrophyIIc Vegetation Indicators; 4 PoJygonum amphibium 2 N OBL ' Rapfd lestfor hydrophyftc vegetallon ! 5 AsGeptes hlRelle 1 N UPL _Dominance test is>50% � 6 Ga1lum mollugo 0,5 N NI Prevalenae�dex is 53.0' ' 7 Tanacafum vulgare 0,1 N NI Morphogical adaptations'(provide � $ supporiing data in Remarks or on a , 9 separate sheet) I 10 Probleme8c hydrophytic vegetatiori` 93.6 =Total Cover (explain) Woodv vine stratum (Plot stze: 15'radius ) •Indicators ot hydrlc soll end wellend hydrology must be � � present,unloss distur6ed or problematic I2 y rop y c� 0 =Total Covar vegetation ; present? N ' I j Remarks:{Include photo num6ers here or on a separeta sheet) t � i k I � i US Amy Corps of Engineers Midwest Region , � i i SOIL Samptlng Point SP S-1 TranslUor . Proflle Description: (Describe to the depth needed to doaument the indicator or confirm the ebsence of tndicators.) Deplh Matrix Redox Features i (Inches) Color(moist) % Color(molsty % Type' Loc" Texture Remarks ' 16 10yr 3/2 84 10yr 5/4 20 clay loam 3%gravN 16 10yr3/2 55 10yrfi/2 42 clay I i 2.5yr 2.5l4 3 t � i , � j *Type:C=Conceniration,D=DepieBan,RM=Reduced MaMx,MS=Masked Sand Gralns. "Location:PL=Pore!in(ng,M=Matrix i ( Hydric Soil Indicatnrs: Indicators for Problamatic Hydric Solls: ! Hisfisol(A1) Sandy Gleyed Matrix(S4) Coast Prafrie Redox(A16){LRR K,L,R) � � Hlstic Epiperlon(AZ) Sandy Redox(55) Dark 5urface(S7)(LRR K,L� Black HisUc{A3) 5tripped MaVix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) Hydrogen Sulfide(A4) . Loamy Mucky Mineral{F1) iron-Manganese Masses(F12)(Li2R K,L,R) � Stratified Layers(A5) _Loamy Gleyed Malruc(F2} Very Shallow Dark Surface(TF72) 2 cm Muck(A10) Dep{eted Matrix(F3) _Other(explain In rerrmrlcs) Depleted Below Datk Surtace(A1 t) Redox Dar1c Surface(F6) � 7'hick Dark Surface(Al2) Depleted Derk Surface(F7) 'Indicators of hydrophytic vegetation and weltend � _Sandy Mucky Mineral(S1) _Redox Depressions(F8) ' hydrdogy must be present,un{ess disturbed or 5 cm Mucky Feat or Peat(S3) problemaUc Restrictive layer(If observed): � Type; Hydric soil present? N � Depih{Inches): Remarks: 1 � � HYQR�LOGY ' f Wefland Hydro[ogy Indicators: • Primarv Indicators lminirtwm af one is requlred:check all that aoalv) Secondarv Indicalora lminimum of two reauired) � SurFace Water(A1) AquaUc Fauna(613) Surface Sail Cracks(B6) , High Water Tabte(A2) Trua Aquatic Plents(B14) Dralnage Pattems(B10) � Saturation(A3} Hydrogen Sulftde Odor(C1) Dry-Season Water7eble(C2) � Water Marka(61) Oxidized Rhizospheres an Living Roots Craytfsh Burrows(CB) ' Sediment Deposits(62) (C3) ^SaturaUon�sible on Aedal Imagery(C9) DdR Deposita(63) Presence of Reducad lran{C4) Stunted or Stressed Planfa(D1) f Algal Mat or Crust(B4) -Recent iron Reduc6on in Ttfled So�s —Geomorphic Position(a2) � iron Deposita(BS) (CB} FAGNeutral7est(D5) Inundation�siWe on Aerial imegery(B7) Thin Muctc SuKace(C7) I Sparsety Vegeteted Cancave Surface(B9) Oauge or Well Data(D9) 4 � Water-Steined Leaves(88) Other(Explain in Remarks) i i Fietd Observatiotts: Surtacewaterpresent? Yes, No X Depth(inches): WeUand Water tabie present? Yes No X Depth(inches): hydrology Saturetion pressnt? Yes No T Qepth(inches): p►esent7 N ' (inc�udes cepillery fringe) • � Oescrlbe recorded data(siream gauge,monitoring well,aerial photos,previous inspecGans},�available: � � Remarlcs: " i � � , i � i US Army Corps of Engineers Midwest Region ; • � � , � j � � i I � WETLANQ DETERMINATION QATA FORM-Midwast Regfon ProJecUSite 400 Wiilow Drive South CitylCounty: HenneplNOrono Sampling Date: 9l13/11 ApplicanUOwner. Mark J.Nelson State: MN Sampling Paint: SP B-1 UP ' InvesBgator(s): DH 3ection,Township,Ranga: T917 R023 5Q3 ' Landfartn(htllslope,terrace,etc.): low level Local reAsf(concave,convex,none}: convex Slope(%): 1 Lat: Long: Oatum: NAD 83 ; Soil Map Unit Name Muslcego,Blue Earth,�Houghtwi Sofls,ponded,0 to 1%slopeslWl Classffication: i Are clima6clhydrologic condilions of the site typiaal ior this time of the year? (If no,axplain in remarks) Are vegetaion ,saq ,or hydrology sign{ilcanUy disturbed? Are'nortnal ciroumstances" � i Are vegetaAon ,sall ,or hydrology naturally problema8c? present? Yes � SUMMARY OF FINDINGS (If neaded,e�cplsin any answers in remarks.) ! Hydrophytic vegetaUon pfesent? Y � Fiydric sa7 present? N Is the sampled area withtn a wetlan N ! ; � WeUand hydrofogy presentl N f yes,aptional wetland site ID: , � � Remarks:(Explain altemetive pracedures here or in a separata report.} I I i ; � ! VEGETATtON--Use scientiflc names of plants. • Absolute Dominan Indcator pominanae Test Worksheet i Tree Siretum {Piot size: 30'radius ) %Cover t Species Staus Numher of Dominant Species 1 Fraxinus pennsylvanlca 3 FACW that are�BL,FACW,or FAC: 3 (A) � 2 Juglans cinerea 0.5 N FACU Tafai Number of Daminant 3 Species Across atl Strata: 4 (B) I4 Percent oT Dominant Speafes � 5 that are OBL,FACW,or FAC: 75.Q0% (A/B) ' 3.5 =Tote1 Cover SanlinvlShrub shaturc (Plot size: 15'radius ) P►evalence Index Worksheet 1 Rhamnus cafharGca 10 Y FAC• Total%Cover of: � 2 OBL species 0 x 1= 0 3 FACW species 44 x 2= 88 4 FAC specles 10 x 3= 30 I 5 FACU spedes 6.5 x 4= 26 ; 10 =TotalCover UPLspecfes 40 x5= 200 Herb strafum (Plot size: 5'radius ), Column totels 100.5 (A) 344 (B) 1 Phala�is arundinacea 40 Y FACW Prevalence Index=B/A= 3.42 � 2 Bromus/nermfs 40 Y UPL � 3 Turigress 15 N HydrophyUc VegetaUon Indicetors: 4 �lechoma hederacea 5 N FACU Rapid lest for hydrophytic vegetaUon I 5 Asterlate»Rorus 1' N FACW X Oominance test is>54% � fi Titfolium repens 1 N FACU Prevalence fndex is 53.0` 7 Geliummollugo 1 N NI Morphogical adaptations'(provide � 8 Clrsfum sp. 1 N —supporiing deta In Remarks or on a � 9 separate sheet) 10 Problematic hydrophytic vegefation' • 104 =Total Cover (expfain) WoodV vin0 SttBtum (Plot size: 15'fadlUS ) •Indicators of hydrtc soll and wotlend hydrology must ba ; 1 VitlS Sp. 3 pnesent,unlass dlsturbed nr problemafic j 2 Toxlcodendron radicans subsp.negundo t Y FAC y rop y c � 4 =Tohal Cover vegetation ! present? Y I � Remarks:(Inckude photo numbers here or on a separate sheet) i � I I . • � � US Amy Corps of Engineers Midwest Region , � { � � � ; i . SOIL Sampling Polnr SP B-1 UP i Profile Description, (Describe to the depEh needed to document the indicator or confirm the a6sence of indicaturs.) Depth Matrix Redox Features ' (}nches) Color(moist) % Color(mast) °� Type` Lac•' Texture Remarks � � 4 7.5yr 2.5/1 100 clay loam 3%gravel 6 7.5yr 2.5/1 90 10yr 5/6 10 M clay foam 9 7.5yr 2.5/1 100 cfay i 14 7.5yr 2.5l1 90 10y1'4!3 10 C M clsy . 5%rock 19 7.5yr 2.511 90 10yr 6/8 S Mi c[ay � 22 t0yr 3/1 100 clay i I � f "Type;C=Concentration,D=Depleti�,RM=Reduced Matrix,MS=Masked Sand Grains. `•LocaUon:PL=Pnre l.ining,M=MaUix � � Hydric Soll Indicators: ind[cators for ProblemaUc Hydric Solls: � ! _HisUsal(A1) _5artdy Gleyad Matrix(S4) _Coast Ptairie Redox(A16)(LRR K,L,R) Histic Epipedon{A2) Sandy Redox{S5) Derk 5urface(S7)(LRR K,L) � Btack Hisqc(A3j St�pped Matrix(56) 5 cm Mucky Peat or Peaf(S3)(LRR K,L,R) � Hydrogen Sulflde(A4) Loamy Mucky Mlneral(F'!) Iron-Manganese Masses(F12)(LRR K,L,R) � Stra88ed Leyers(A5) Laamy Gieyed Matrix(F2) Very Shallow Qark Surface{TF12) ' 2 cm Muck(A10) Depteted Matra{F3) _Other(explain in remarks} Depletsd Balow Dark Surface{A1 i) ^Redox Dark Surface(F6) � Thick Dark Surtace(Al2) Depfeted Dark Surface(F7) "Indcators of hydroph,yUc vegefalion and waltand � Sandy Mucky Minsral(S1) Redox Depressions(F8) hydrology rtwst be present,unless disturbed or ' 5 cm Mucky Peat or Peat(S3) probkemafic Restricfive l.ayer(ff observed): I Type: Hydric soil present7 N Depth(Inches): emarks: ` . � � HYDROLOGY Wetiand Hydrology Indicators: Primarv Indicators fminimum of ane is reauired:checic ell that annly} SewndaN Indioaiors{minimum of lwo reauiredl Surtaoe Water(A1) Aquefic Fauna(613) Suriace 3di Craaks(BS) , High Water Tab1e(A2} TrueAqualic Plents(61A) Drainage Pattems(610} SaWration(A3) Hydrogen Sulfide Qdar{C1} Dry-Season WaterTable(C2) � Water Marks(B7) Opdized Rhizospheres on L(ving Rools Cra�sh Burtarrs(C8) Sediment Deposits(82) (C3) SeWraUon Visible on Aerial Imegery(C9) Dr'rft Deposits(83) Presence of Reduced lron(Gt) Stunted or Stressed Plents(D1} ! Algal•Mat or Crust(B4) Recent Iron Reduction in Tllled Sails Geomwphic Position(D2) � Iron Deposils(85) _(C6) _FAC-Neulral Test(D5) InundaHan Vislhle on Aerial Imagery(87) Thin Muck SurFacs(C7) Spatsely Vegatated Concava Surtaae(BB) Gauge or Well Date(D9) i Water-Stainad Leaves(B9) Other(F�lain in Remarks) � � Flefd Observatlons: ` Surface water present? Yes No X Qepth{inches): Wetland Watertable present? Yes No X Depth(inches): hydrotogy i Saturaiian prasenl? Yes No —$�Depth(inches): preaent7 N (includes capillary fringe) i Describe recorded data(stream gauge,monitodng well,aerial pfiotos,previous fnspeotions),if avallabte: i Remarks: I i i • i � i f i � US Army Corps of Engineers Midwest Region i i � i . i r f ' � ; WETLAND DETERMtNATION DATA FORM•Midwest Region ProjecUSlte 40U WHlaw Drive South City/County: Orono/Hennepin Sampl'u�g Date: 8/13/11 AppllcenUOwner: Mark J.Nelson State: MN 5ampling Point: SP B-1 WET � lnvesligator(s): DH SecUon,Township,Range: T177 R023 SQ3 . '' Landfarm(hllislape,terrace,etc.): !ow lavel Local relief(concave,convex,nans): convex SloFe(%): Lat• Long: Datum: NAD 83 Sa7 Map Unit Name Muskego,Biue Earth,&Houghton Solls,ponded,0 to i%slapesVWl Classification: � Ate climaiiclhydrdogic condiiions ot ihe site fypical for this lime of the yeat? (If no,explain in remarks) ' Are vegetation ,soil ,ar hydrotogy signifioently disturbed? Are"normal circumstances' + Are vegetetion ,soil ,or hydrology naturalfy problematic? present? Yes + SUMMARY OF FINDINGS pP needed,explain any answers in remarks.) • HydrophyUc vegetallon present? Y Hydric sail presentT Y Is.the sampfed area within a weElan Y I I . i Wetland hydrology presenl? Y f yss,optional weUand site ID: Remarks:(Expfain altemative procedures here or in e separate report.) � l � � VEGETATION--Use scienfific names of plants. Absolute Dominan Indicator pominanceTestWorksheet f Tree Shatum (Plot size: 30'radius ) %Cover t Species 5taus Number of Oominant Species � 1 ihat are OBL,FACW,or FAC: 1 (A) ' 2 Total Number of Dominant 3 Spectes Across all SUata: 1 (8) j 4 Percent of Dominant Species I 5 that are QBL,FACW,or FAC: 10Q.00% (A/B) ' 0 =Total Cover Saplinp/Shrub straturc (Plot size: 15'radius ) Prevalence index Worksheat } '� Total%Cover of: i 2 OBL specles 5.5 x 1= 5.5 � 3 FACW species 85 x 2= 170 4 FAC speaies 0 x 3= D � 5 FACU species 0 x 4= 0 ( 0 =Toia!Gover UPL species 1.1 x 5= 5.5 Herb stratum (Ptot size: 5'radlus ) Column t�tals 91.6 (A) 181 (B) # 1 Phalads arundlnacea 85 Y FACW Prevalence Index=B/A= 1,98 f 2 Sclrpus strovtrens 5 N aBL � 3 8romuslnemrrs 1 N UPL Hydropnytic VegeEation Ind(cators: A Cirsium sp. 1 N Rapid test for hydrophyttc vegetation � 5 Polygonum amphl6fum 0.5 N OBL X Deminance test is>50% 6 Asclepiashldella 0.1 N UPL X Prevalence index is 53.0' 7 Morphogica!adaptations`(provide $ supporting data in Remarks or on a � 9 separaie sheetj � � 10 PrablemaGc hydrophytic vegetatbn* I � 92.6 =Total Cover (e�lafn) t WoodY Vine slratum (Plot SIZe: 15'f2d'IUS ) •Ind(celas of hydrfcsoll ettd�t+elland hydrologyrtwst be � 1 present,unlese disturbed or problemefic f 2 yropyc ' 0 =Total Covef vegetafion present? Y ; Remarks:(Include photo numbers here or on a separate sheet) i • � � i US Amy Corps of Engineers Midwest Region t ( r ` � i i • � � � , SOIL Sempling Point: SP B-1 WET Rrotiie Description: (Descrl8e to ihe depth needed to document the indieator or confirm the ab�ence of indicators.) Depth Malrbc Redox Fealures i (inches) Cdor(mofst) % Color(moist) % Type' Loc" Texiure Remarks ' 4 7.5yr 2.5/1 100 clay loem mucky minerai ; 8 7.5yr 2.5l1 100 clay loam mucky mineral,4%gravel j i 13 N 2.5 100 silty clay i ; 18 10yr 5/1 70 10yr 516 30 M clay pass�la shale fragmenls � 22 N 2.5 100 Gay mucky minerai ' � ! . 'Type:C=ConcentraHon,A=Depletion,RM=Reduced Matrix,MS=Masked 5and Grains. *`LocaUon:PL=Pore Lining,M=Matrix ; Hydric Soll[ndicators: Indicators for Problemslic Hydric Soils: � Histisoi(A1) 5andy Gteyed Matrbc(S4) Goast Pralrie Redox(A16)(LRR K,L,R) HIsUc Eplpedon(A2) Sandy Radox(S5j Dark Surface(S7)(LRR K,L} Black Hisflc(A3) Sttipped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R} ; Hydrogen SulHde(A4) X Loamy Mucky Mineral(F'1) Iron-Manganese Masses(F12)(LRR K,L,R) � � Strafrfied Layers{A5) Loamy Gleyed Matruc(F2) Very 5hallow Dar[c Surface(TF 12) ' 2 cm Muck(A10) Depleted MaUix(F3) _Olher(expiain fn rema�lcs) Depfeted Below Dark Surface(A11) Redox Dark Surface{F6) � .. Thick Dark Surtace(Al2) Depleled Dark Surtace(F7) •Indfcators of hydrophytic vegetation and weltsnd j 5andy Mucky Mineral(S1) Redox Depressions(FB) hydrology must be present,unless disturbed or ' S cm Mucky Peat or Peat(53) problemaiic RestricKve Layer(if observed): ( �ype; Hydric soil present? Y i Depth(inches): Remarks: i � � I HYDROLOGY ` Wetland Hydrology Indicators: . Pdmaiv Indicators lminimum of one is reauired:check all that eoniv) Seconderv Indiaators(minimum of iwo reauired? Surface Water(A1) Aqua6c Fauna(B13) Sudace 5oil Cracics(B6} High Weter Tabla(A2) True.Aquatic Plants(614) Drainage Patterns{B10) ! Saturetlon(A3) T Hydrogen Sulfide Odor(C1) Dry-Season Wafer Tabte(C2) i Water Marks(B1) �xidizad Rhizaspheres on Livinp Roots Craytish Burrows(C8) Sediment Deposits(B2y (C3) Saturation Visi6le on Asrlat Imegery(C9) �rift Deposits{B3) Presence of Reduced Iron(C4) Stunted or Sireased Plants(D1) � Algal Mat or Crust(B4) Recent Iran Reducfion in Tilled SoNs �Geomorphic Pasllion(D2) Iron Deposits(85) (C8) �FAC-Neutral Test(D5) ` (nunda6an�sible on Aerial imagery(B7) Thin Muck Surface(C7) • Spazaely Vegatated Concave Surface(88) —Gauge or Weii Date(D9) � Water-Stained�eaves(B9) Other(F�lain in Ramarks} ! te d 06servations: � Surface water presenl? Yes No X Depth(inches): Wetland j Watertable present? Yes No ��Depth(inches): hydroiogy ' SaturaAan present? Yes No �—Depth(inches): present? Y 4 I (includes cap311ary fringe) � I Describe recorded data(slream gauge,monitoring well,aeriel photos,previous inspecdons),iF avaflaWe: I � emarks: ; ' US Army Corps of Engineers Midwest Region ( � � � �: . i ( i � � WETLAND DETERMINATION DATA FORM-Midwest Region ProjectlSite 40�Wfitow Drive South CitylCounty: Orano/Hennepin Sampling Dale; 9/13111 • � AppiicenUOwner: Mark J.Nelson State: MN Sampling Polnt: SP C-1 UP � InvesEgator(s): DH 3ection,Township,Range: T117 R023 S03 � Landfortn(hilisiope,terrace,etc.): lowlevet Local reflsf(ooncave,comrex,none): con�ave ; Slope(°!o): 9 La� Long: Datum: NAD 83 ; � Soll Map Unit Name Muskego,Blue Earth,8�Houghlon Sofls,ponded,0 to 1%slopeslWl Classiflcation: ; i Are cl'unatic/hydrologic condiUons of the site typical for this dme of the year? {If rto,explain tn remarks} 3 i Are vegetaGon ,soN ,or hydrology significantiy dislurbed? Are°nortnal circumstances" � i � Are vegatetion ,adl ,or hychalogy naturaliy problemaUc? present7 Yes I � SUMMARY OF FINDINGS qf needed,expiain any answers in ramarks.} ( Hydraphytic vegetafion presentl Y Hydric sofl present? K ls the sampled area within a weElan N � WeBand hydrology present7 N f yes,opUonal wetland site ID: I Remarks:(Explain altemaUve procedures here ot in a separate repotF.) ; � VEGETATION--Use scientific names of plants. Absalute Dominan Indicator pominance Test Worksheet � 7rea Straium (Plot size: 30'radius } %Cover t Species Staus Number of Daminant Species ,,�. � 1 Fraxinus pennsylvanJca 15 Y FACW that are OBL,FACW,or FAC; 2 {A) 2 Jugfans cinerea 2 N FACU Total Number of Dominant 3 Spacies Acrass all Sfrata: 3 (B) ! 4 Percent of Dominant Species � � 5 lhat are OBL,FACW,ar FAC: 66.67% (AIB) ' 17 =Total Covar . • SedinalShrubstraturr (Piotsize: 15'radlus ) PrevalencelndexWorksheet ! 1 Rhamnus cafhartica 3 FAC Total%Cover of: � � I 2 OBL species 0 x 1= 0 3 FACW species 40 x 2= 80 4 FAC speciss 7 x 3= 21 i I 5 FACU species 9 x 4= 36 I 3 =Total Cover . UPL specles 0 x 5= 0 Herb straium (Plot s'¢e: 5'radius ) Column tatels 56 (A) 137 (B) t 1 Turfgrass 70 Y Prevelencelndex=6lA= 2,45 1 2 Phalaris arundinacea 25 Y FACW 1 3 Glechama hederacea 5 N FACU Hydrephytic Vegetation Indicators: 4 PJantago major 4 N FAC Rapfd test for hydrophytic vegalaUon � 5 Taraxacum ofJfcinsle 2 N FACU X Dominance test is>50% 6 X Prevalence mdax is 53.0' " 7 Mo h icel eda tations' rp og p (provide 8 supporting data in Remarks or on a i 9 separate sheet) j 10 Problemaiic hydrophylic vagetation' iQ6 =Total Cover (axplein) Woodv vine stretum {Plot size: 15'radius ) •Indlcotorc af hydrfe soil and weHand hydrology must be � 1 P8rthBnoclssus quinqUBfo118 1 FAC present,u�less disturbad or problemelic � � 2 yropyc ? � 1 =Tota�Cover vegetation j present? Y i � � Remarks:(Include photo numbers here or on a separate sheel) ; i � � � . I � � US Amy Corps�f Engineers Midwest Region ! ' , ' I � gp�� 5empling Polnt; SP C-1 UP � , Proflle Deseription: {Describe lo the depth neaded to document the fndicaEor or confrrm the absence of indicators.) Depth Mahix Redox Features . I `• {Inches) Color(moist) °� Color(mofst} % 1'ype' Loc" Texture Remarks I � �a , 7ayrz/1 100 ciayloam � 18 10yr 2/1 60 10yr 4/2 40 RM M clay loam � i 20 10yr 2/1 100 clay loam � mucky minarsl i 1 ( ''i'ype:C=Concantratlon,D=Depletion,RM=Reduced Mahix,MS=Masked Send Grains. "Locatlon:Pl=Pore Lining,M=Melrix I ; Ffydr[c Sof[indicators: Indicators for Problemadc Hydrio So(Is: . Hisdsoi(A1) Sandy Gleyed Matrix(S4) Coast Pra'vis Redox(A18)(LRR K,L,R) � His6c Epipedon{A2) Sandy Redox(S5) Dark 5urface(ST)(LRR K,L) Black Histic(A3) i Siripped Matruc(S6) 5 cm Mucky Peat or Peal{S3)(LRR K,L,R) � h4ydrogen Su�ide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R) � _StraGfied Layers(A5) _Loamy Gleyed Matrix(F2) _Very Sheqow Derk Surface{TF12) 2 cm Muck(A16) Depleted Matrfic(F3) _Other(explain in remarks) Depleied Selow Dark Su�face(A11) Redox Dark Surface(F6) � _Thick Dark Surface(Al2) _Depleted Dark Surface{F7} •Indicators of hydrophylic vegetation and weltand • i _Sandy MuckyMtneral{Si) _Redox Depressions(F8) hydrology must be present,unless distur6ed or 5 cm Mucky Peat or Peat{S3) problsme8c . Resfrfctive Layer(if observedy: j Type; Hydric soil presant? N I Depth(inches): ema s: i I , , HYQROLOGY � Wetiand Nydrology indicators: � Primarv Indicators fminimum of one Is reauired•check all that aoolv) Secondarv Indicators(minimum of two reauired) Surtaee Water(A1) Aquatic Fauna(B13) Surface Soil Cracks{66) High Water Table(A2) �True Aquatic Plants(B14) Drainage Pattems(B10) � Saturalion(A3) Hydrogen Sulfide Odor(C1) Dry-Season Weter Table(C2) i Water Marks(61) O�dd'¢ed Rhizaspheres an Livinp Roots CrayFish Burcows(CB) Sediment Deposits(B2} (C3) Saturation�si6fe nn Aeriel kmagery(C9) Drift Deposlts(63) Presence of Reduced lran(C4) Stunted or Stressed Pianis(Di) � Ngal Mat ar Crust(B4) Recant Iron ReducUon In Tilled Sails _Geomorphic Position(D2) i Iron Deposits(B5) (C6) FAGNeutrel Tast(D5) , � Inundation V'�sible on Fterial Imagery{87) Thin Muck Surface(C7) Sparsely Vegetated Cancave Surface{88) —Geuge or Well Data(Q9) � Water-Slained Leaves(B9) _Other(E�latn in Remerks) � eld bservat ons: � Surface water present? Yes No X Depth(inches): Wetland Waterta6leptesenl? Yes No —�Deplh(inches): hydrology SeWraUon preseni? Yes No —�Depth(inches): present? N � (indudes captllary fringe) � Describe recorded data(stream gauge,monitoring well,serial pholos,previous inspecBons),if available: � � e s: � � i � � � � 4 � i i • US Army Corps of Engineers Midwest Region f i i I . t , i � I f I 1 ' j WETL�WD DETERMINATION DATA FORM•MidwesE Region ProjecUSfte 400 Willow Drive South City/County: Orono/Hennepin Sampling Dale: 9/13/11 ApplicanVOvmer: Mark J.Nelson State: MN Sampling Point: SP C-1 WET I s Invesligator(s): DH 3ection,Towt�ship,Renge: Ti 17 R023 S03 ' Landform(hillslope,terrace,etc.): deptession Local relief(concave,convex,nonej: carrvex � 51ope(°/u): Lat: Long: Daturn: NAD 83 ; 50l Map Un(t Neme Muskego,Blue Earth,&Houghton Solls,ponded,0 to 1%slopeslW I Classlfication: � � Are cfima6clhydrologic concLiions of the site typical for fhis tlme of lhe year? (If no,expiain in remarks) � Are vegatalion ,so8 ,or hydrology sfgnificantly distur6ed7 Are°normal circumstances" i � Are vegetaUon ,soil ,or hydrology naturally problematic7 present? Yes � SUMMARY OF FINDINGS (If needed,expialn a�y answers in remarks.) � Hydrophytic vegetafion present? Y Hydric soil present? Y is the aampted area wfthin a wetian Y � WeUand hydrology present? Y f yes,optional wetiand site ID: � � • Remarks:(Explain altema6ve proaedures here or in a separste repoft.) � � VEGETATION—Use scientiftc names of piants. A6solute Dominen Indicatw Dominancs Test Worksheet � - Tree Stratum (Plot size: 30'radlus ) %Cover t Species Staus Number of Daminent Spacies I ` 1 Fraxlnus pennsylvanlca 70 Y FACW that are OBL,FACW,or FAC: 2 (A)`' 2 Totat Number of Daminant 3 Species Across all Strata: 2 {B) i 4 Perr.ent of Dominent Species 5 that are OBL,FACW,or FAC: 100.00% (A!B} 70 =Total Cover SaolinqlShrubstreturr (Plotsize: 15'radius ) Prevalence Index Workshest � 1 Rhamnus cathartica 3 FAC Total°G Cover of: � 2 OBL species 0 x 1= 0 3 FACW species 750 x2= 300 4 FAC species 4 x 3= 12 ! 5 FACU speGes 2 x 4= 8 3 3 =Total Cover UPL specles 0 x 5= 0 Herb stretum (Plot size: 5'radius } Column totals 156 (A) 320 (B) � 1 PhaJaris arundrnacea 70 Y FACW Prevalence Index=8/A= 2.05 ( 2 TurFgrass 10 N 3 fmpafiens capensis 10 N FACW Hydrophyttc Vegetafion lndicators: 4 Glechoma hederacea 2 �! FACU Rap(d testfar hydrophytic vegataflon ' 5 Planfago major 1 N FAC X Dominance test is>56% i 6 X Prevalence atdex is 53.0' � 7 Morphogicel adapta6ons"(provide 8 suppa�ing data in Remarks or on a g sepetate sheet) ` + 10 ProMemalichydraphyflcvegataUon' I � 93 =Total Cover (expiain) ; Woodv vine stralum (Plot size: 15'�adlus ) 'Indkalnrs of hyddc soil end welland hydrology must be � I 1 VIUS Sp. 3 present,unloae disturbed ar problamatic � 2 y �OPy � ' 3 =Totai Cover vegefatlon . present? Y � Remarks:(Include photo numhers here or on a separate aheet) I I � i � t � � US Amy Corps of Engineers Midwest Region i � I � , � l � I SOIL Sampling Polnr SP G1 WET Profile Descrfptlon: (Dascribe to the depth needed to document the indicator or confirm the absence of indicators.) � Depth Matrix Redox Fealures � (Inohes) Color(moist) % Color(mofst) % Type' Loc" Texture Remarics • ' 6 10yr 2/1 100 clay Foam rtwcky mineral 10, 10yr 211 85 5yr 314 5 C M clay loam mucky mineral 18 10yr4/1 100 sandy clay loam � � I `Type:C=Concentra8on,D=Depletian,RM=Reduced Mahix,MS=Masked Sand Greins. "Locafion:PL=Pore Lining,M=Matrix i Hydric Soll lndicators: indicators for Probiematic Hydric Solls: ' HisUsol(A1) Sandy Gleyed Matrix(S4) Coast Pralrie Redax(A16)(LRR K,L,R) � �HIsUc Epipedon(A2) Sandy Redox jS5) Dazk Surfaca(S7){LRR K,L) i Btack Histic{A3) Stripped Matrix(Sfi) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) 4 _Hydrogen Suiflcfe(A4) X Loamy Mucky Mineral(F1) _Iron-Manganese Masses(F72)(LRR K,L,R) � Stratifisd Layers(A5) Loemy Gleyad Matrix(F2) Very Shallow Dark Surface(TF12) � 2 cm Muck(At0) Depleted Matroc(F3) _Othar(explein in remarks) Depletsd Below Dark Surface(Ai 1) Redox Oark Surface(Ffi) Thick Dark Surtace(Al2) Depleted Dark 5urtace(F7) 'ind'icators of hydrophyHc vegetalion and weltand ' Sandy Mucky Mineral(S1) Redox DepressEons(F8) hydrology must 6e present,unless disturbed or 5 cm Mucky Peat or Peaf(S3) problemaUc Restrictive Laysr(if observed): Ty�; Hydric soll present? Y Depth(inches): emarks: ; . , I I HYDROLOGY Wetland Hydrology lndicetors: � Primarv Indicators(minimum of one is reauired;check ail that annivl Secondarv Indtcators fminimum of two reauired) Surface Watar(A1) Aqualic Fauna(813) Surface Soil Cracks(66) � High Water Tabie(A2) Trua AquaHc Plents(B14) _Dra(nage Pattams(610) Saturation(A3) X Hydrogen Sulfide Odor(C1) Dry-3eason WaterTable(C2) i X Water Marks(61) O�ddized Rhizospheres on Living Roots Creyffsh Burrows(CB) , Se�ment Deposits(62) (C3} Saturalion Visible o[i Aeflal Imagary(C9) Drift Deposits{63) Presence of Reduced Iron{C4) Stunted or Stressed Plants(D1) � Algal Met or Crust(84) Recent Iron Reduclien in Tilled Soils X Geomorphic PosiFron(D2) . Iron Deposits(BS} (C6) TC FAC•Neutral Test(DS) � fnundalion�sible on Aerial Imagery(B7) Thin Muck SurEace(C7) Sparsety Vegetated Concave Sur(ace(B8) Gauge w We�Date(D9) � Waler-Steined Leaves(B9) ^Other(Explain In Remarks) ite bservations: • Surface water present? Yes No X Deplh{inches): Wetland Watertablepresent? Yes No �Depth{inches): hydrology I Saturation presentl Yes No �—Depih(inches): present? Y (includes cepillary iringe) � Describe recorded data(stream gauge,monitaring well,aerial photos,previous inspecHans),ff available: � emarks: i [ i ' . ' US Army Corps of Engineers Midwest Region i � � • , , � � � � I I i THE TECHNICAY.,DOCUMENTATION SEC'I'ION IPlant indicator Status � � i i � t ' � . � . .. I � ; , i � � . i 1 I i i I . 1 I I ! i I 1 1 , { 1 j I I I � INl?ICATOR CATEGORIES''� ! � � � Obiigate Wetland (OBL)—Occur almost always (estimated probability>99%) under natural � conditions in wetlands. ' Facultative Wetland (FACV1�—Usually occur in wetlands (estimated probability 67% -99%), I but occasionally found in non-wet(ands. I Facultative{FAC}—Equally likely to occur in wetlands or non-wetlands (esti►nated probabilit�� i 34%-66%). , I � Facuitative Upland (FACU}—Usually occur in non-wetlands (estimated probabil.ity 67%- 99%),but occasionally found in wetlands (estimated probabitity I%-33%). � Obiigate Uptand (LTPL)—Occur in wetlands in another region,but occur almost always ' (estimated probabilify>99%) under naturai conditions in non-wetlands in the region specified.If � a species does not occur in wetlands in any region, it is not on the Nationa} List. � *Reed,P.B. 1988. National list of piant species that occur in wetlands: Minnesota.. National Wetlands Inventory, U.S,Fish and Wildlife Service, St, Petersburg,Florida. � � i f � i � � � , � � � I � � � � E I i j . I { ' I i I � � I � I ' � � i � � I I {! I � � I THE TECHI�ICA.�f DOC�TMEN'TATION SECTIOlV I . Soil Series Descriptions � Acquired from Natural Resource Conservation Service Website,Official Soi! Series Descriptions i � , . j� ' 1 I 1 . � � � � � � � I � ' 1 � E , ; � i � I � � i � � , , ��us s�� ; � � � The Angus series consists of very deep,well drained soils formed in calcazeous loamy glacial till on � moraines and till plains.Permeability is moderate.Slopes range from 2 to 5 percent.Mean annual precipitation is about 28 inches.Mean annual air Iemperature is about 46 degrees F. ' TAXONOMIC CLASS:Fine-loamy,mixed,superacrive,mesic Mollic Hapludalfs ! TYPICAI,PEDON:Angus loam with a convex siope of about 5 percent on a ground i moraine in a cultivated field. (Colors are for moist soil unless otherwise noted.) Ap--O to 8 inches;blacic(lOYR 2/1) loam,dark grayish brown(lOYR 4/2}dh;weak fule � granular structure;fiiable;many very fine roots;about 2 percent gravel;neutral; abrupt { smooth boundary.(6 to 10 inches thick) , Btl--8 to 23 inches;dark yellowish brown(lOYR 4/4}clay loam;moderate mediuni � angular blocky structure; firm; common faint brown(lOYR 4/3)clay films on ped ' interiors;many very fine roots;about 3 percent b avel; slightly acid;gradual wavy boundary. jSt2--23 to 35 inches;brown(lOYR 4/3)clay loam; moderate medium subangular blocky structure;�rm;common faint very dark grayish brown(]OYR 3/2)clay films on faces of , peds and root channels;common very fine roots; about 5 pereent gravel; slightly acid; . Fclear wavy boundary.(Combined thickness of the Bt horizons is 15 to 40 inches) � BC--35 to 40 inches;brown(1QYR 5/3)clay loam;weak medium subangular blocky � I structure;friable; few faint brown(lOYR 4/3}clay films in root channels;about 4 percent gravel;slightly effervescent;slightly allcaline; gradual wavy bouiidary. (0 to 12 inches thick) � G-40 to 80 iiiches;brown(lOYR 5/3}loam;massive;friable;common�ine distinct I grayish brown (2.SY 5/2}Fe depletion and common medium distinct yeLlowish brown (J OYR 5/6)Fe concentrations; about 7 percent gravel;strong[y effervescent; slightly � alkaline. TYPE LOCATION: Wright County,Minnesota;about 1 mile south of Montrose,200 faet north and 80 feet east.of the southwest corner of sec. 1,T. 118 N., R.26 W.;USGS � I � Waverly quadrangle;lat. 45 degrees 03 minutes 20 seconds N.;long. 93 degrees 54 i minutes 38 seconds W.,NAD27. � � RANGE IN CHAI2ACTERiSTICS: Depth to fi•ee calcium carbonates ranges from 24 ; to 54 inches.Rock fragments of mixed lithology comprise 2 to 8 percent of the volume � throughout. Soi]saturation occurs in the lower third of the series control section for � periods of one month or more.These soils are dry for more thaii 60 days in the soil moisture control section during the 120 days following the summer solstice.The clay content ranges from 22 to 30 percent and the sand content ranges from 30 to 45 percent fihroughout. I � � i i f 1 � ` i . . ' . � . . . � J I } i . . < � f I � f I + . ' The A or Ap horizon has hue of lOYR,value of 2 or 3 and chroma of 1 to 3. It is typically loam or clay loam,but silt loam, sandy loam and fine sandy loam are within the I range.The reaction is moderately acid to neutral. } Some pedons have a E horizon with hue of lOYR,value of 4 or 5, flnd chroma of 1:to 3. , It is loam,sandy loam or f ne sandy loam.The reaction is moderately acid to neutral. I The Bt horizon has liue o£lOYR or 2.SY,value of 4 or 5,and chroma of 3 or 4. It is efay loam,loam,or sandy clay loam. Redoximorphic features are present in the lower part of � the Bt horizon in some pedons.The B/A clay ratios range from 1.2 to 1.4 .It is strongly � acid to slightly acid in the upper part and moderately acid to neutral in the lower part. . A Bk l�orizon is present in some pedons. � The BC horizon has soil color and textures similar to the Bt and C horizon respecti��ely. Clay films are on ped faces or root channels.The reaction is slightly acid to slightly � allcaline. ; . . a The C horizon has hue of 2.SY or lOYR,value of 4 to 6 and chroma of 3 to 5.It is loam or clay loam.It is slightly atkaline or moderately allcaline.Redox depletions with chroma ! of 2 oz less are in this horizon. � I COMPETING SEluES:These are the Aruvle, Sattin�orc,Bassett�B�00117117a� Caleb, , DowaQiac,Dunbridve, Gara, Koro�iis, L�ut•�niie, Lester, Loi��lois,Lvdick, Mohawl:, j Neda,Nex�comer,Oueco,On��oocl,.R�cine,R;�zoi�t, Sebbo,Tao i Waucoma,and ' Winneshick soils.The Argyle,Baltimore,Blooming,Gara Koronis,Lester, Lydick, Mohawk,Razort and Taopi soils do not have soil saturation in the lower third of the series contr•ol sectioi�for more than 1 consecutive month.The Bassett, Caleb,Orwood, � and Sebbo soils do not have free carbonates above a depth of 48 inches.Dowagiac soils have sandy outwash sediments with less than 10 percent clay in the lower third of the � series control section. Dunbridge and Winneshiek soils have sola terminated by Iunestone bedrock at depths of 20 ta 40 inches.Lauramie soils are dry in some parts of the soil � moisture eontrol section for less than 60 days during the 120 days following the summer I solstice.Longlois soils have 15 to 60 percent rock fragments in the lower half of the series control section.Neda and Racine soils have less than 30 percent sand in the upper i ' one fourth of the series control section.Newcomer,Oneco and Waucoma soils have sola . i terminated by a lithic contact at depths of 40 to 60 inches. : GEOGRAPHIC SETTIlVG:These soils have convex slopes on moraines or till plains. ' SSopes range from 2 to 5 percent.They formed in calcareous,loamy glacial tili of late = Wisconsin Age.Ivlean annual air temperature ranges from 45 to 50 degrees F.Mean I annual precipitation ranges from 25 to 32 inches.Frost-free days range from 125 to 165. � Elevation above sea level ranges from 700 to 1600 feet. IGEOGRAPHICALLY ASSOCIATED SOILS:These includes the Cordo��a,Dtuidas, . Glencoe, Han�el,HouQl�ton,lClassncr,and Lc Si�eu�•soils which formed in similar�parent materials.Poorly drained Cordova and Dundas soils are on flats and upper drainageways. � Very poorly drained Glencoe soils are in depressions and drainage channels.Poorly ! drained EIamel soils are on footslopes or toeslopes. Very poorly drained Houghton and i i I . i ' • i � I , i I . . i , � ' • l ' Klossner soils are organic and are in depressions.Moderately well drained Le Sueur soils are on slightfy elevated flats and less sloping area. . r ; � DRAINAGE AND PERMEABILITY: We11 drained.Permeability'ss moderate.Runoff is low.A seasonal high apparent water table is at 3.5 to 6 feet during March to June in most yea�•s. � � USE AND VEG�'TATION: Mostly cropped to corn and soybeans.Native vegetatioii is mixed prairie grasses and deciduous forest. i � DISTRIBUTION AND EXTENT: South-central and east-central Minnesota and possibly northeastern lowa.Moderate extent, MLRA-103. I MLRA,OFFTCE RESPOl\'SIBLE: St.Paul,Minnesota � � SERIES ESTABLISHED:Meeker County,Minnesota, 1995. i REMARI�S: Diagnostic horizons and features recognized in this pedon are:mollic . � suba oup-the zone from the surface to a depth of 8 inches(Ap horizon);argillic horizon�. ° -the zone from 8 to 35 incl�es(Bt horizons);This soil was previously included in the Lester series.However, due to more investigations, it was concluded that Lester soils on � a siope of 2 to 5 percent have seasonal high water table between 3.5 and b feet rather than 6 feet or greater. . I ADDITIONAL DATA: Soil Intezpretation Record number MN0830. i ( C � ; r I S f � . � I ' � 1 i • . � ! ' _ I i ' f II I t . c � i I1 i � 1 i �O1 I..J.H1�J�� 1J� � i i ! � The Muskego series consists of very deep,very poorly drained soiis formed in herbaceous organic m�terial a over coprogenous limnic material(sedimentary peat}on glacial lake plains and flood plains.These soils ` � have moders►te or moderately rapid j permeability in the herbaceous organic material and slow permeability in the coprogenous mnterial.Slopes � ' range from Q to 2 percent.Mean annual precipitation is about 30 inches near the typical pedon site.Mean � annuat Yemperature is about 49 degrees I F. � TAXONOMIC CLASS: Coprogenous,euic,mesic Limnic Haplosaprists � TYPICAL PEDUN: Muskego mucic-on a slope of less than 1 percent in a cultivated � field at an elevation of about 8P5 feet. (Colors are for moist soil unless otherwise stated.) ' Oap--O to 9 inches;black(1QYR 2/1)broken face and rubbed muck(sapric material); � about 25 percent fiber,4 percent rubbed;moderate very thick platy structure parting to , ! .moderate fine subangular blocky;friable;many fine roots;mostly herbaceous fiber; neutxal; abrupt smootla boundary. � Oal--9 to 14 inches;black(lOYR 2/1)broken face mucic(sapric material);about 30 percent fiber,S percent rubbed;moderate very thick platy structure parring to moderate fine subangular blocky;friable;many fine roots;mostly l�erbaceous fiber;neutral;abrupt ; smooth boundary, � Oa2--14 to 30 inches; dark brown(7.SYR 3/2)broken face muck(sapric material)with ( few thin(less than 1 inch}layers af mucky peat(hemic material);about 50 percent fiber, 7 percent rubbed;wealc thin platy sirueture; few fine roots; slightly acid; gradual smooth boundary. Lco1-30 to 48 inches;dark olive gray(SY 3/2)coprogenous material with fine thin(less ; than 1 inch)lenses of yellov��ish brown{lOYR 5/6)mucky peat(hemic materiat);weak very thin piaty srivct�ire;slightly plastic;neutral; diffuse smooth boundary. iLco2--48 to 60 inches;very dark grayish brown{2,SY 3/2)coprogenous material; massive;slightly plastic; slightly alkaline. i TYPE LOCAT'ION:Ozaukee County,Wzsconsin; about 1 mile east and 2 1/2 miles south of Fredonia;2,500 feet north and Sd0 feet west of the southeast corner of sec. 11, T. 11 N,,R.21 E.or 350 feet north and 375 feet west of end of farmstead driveway; � � USGS Fort Washington topographic quadrangle; latitude-43 degrees,25 minutes,58 � seconds N.ai�d longitude-37 degrees,56 minutes, 34 seconds W.NA.D 27, RANGE IN CHARACTERiSTICS: Thicicness of the herbaceous araanic layers and i depth to coprogenous materia!(sedimentary peat}ranges from l 6 to 51 inches. Fibers Are ; derived primarily from herbaceous plants. Some pedons contain fragments of twigs, branches,or logs that range from 1/$to 5 inches in diameter and amount to less than 15 percent of the volume.Reaction ranges from strongly acid to neutral(water, 1:1)in the ! surface tier and from strongly acid to slightly all�aline(water, 1:1)in the subsurface and � , � � i � i I , . _ , ;� i i I I bottom tiers.`.Silty:clay`loam ovenvash;clay loarn substratum,marshy:(pondeclj,and. fl�oded pliases�are r.ecao ized in.some places: , � � The;siirface tier has:liue of.1.0YR,`�7.SYR,or neutral,value nf 2 or 3.aud chroma df 0�co 2. Theherbaceous organic part of tlie subsurfacc ancl bottom tiers:has hue:of SYI�:Z..�1'R or 'lOYR=or.>is neutral in hue.Value.is 2 or 3°And chroma is 0 to�4.It is doinin�autly mucic � (sapric materiat),but:some pedons:have layers oF mucky peat(hemic tnaterial)up to 10 � inohes:thick. � The Lco horizon l�as 11ue o�'1:OYR,2.SY, SY,or SGl',value o�.2 to 5 and.clu��ma of 1�to ' 3, It'is copro�enaus material Reaction ran�es�from neutral:to modelately alkaline:and carbonates..lre presenf 1n sorne pedans:The Lco.h�rizon:has<sligntly,�lastic consisfence � and sluiriks upon dryin�to'fo�hard;�lods that are�difficult-to re-wek � . :� ,CONlP�T1NC�SERIES:These are Elre�+tU�tc�il:and Teito series.N[oston soils l�ave san8 ; below fhe:linuxi�layer within flie Sl:rnche:control section."Toto:soils'have marl:and sand a below t11e.Iiunuc.la.yer withiu the�1 uich confrol section. ' � ,. , ; GEO�RAPHIC:S�TTIN�: The,IVluskego soils commoiily.are im depressi:onal areas � .. principally associated with;glacial..lakeplains antl flood plains,liut ofhergeob aphical � locations are not°excluded_Slopc�.rana s.fi*om 0 to 2��percenk'Phese soils;formed in � : herbaceous otganic.n�a�erial:dominaritly`from.b asses,sedses,And:ree:ds�aver- � co,pro�enous:limiuc material.;(sed'uncntarypeat).1Vleaa annual temperaturc ranges•�rom j f 4b'to 52 degrees E.Ivleau-aruival precipi#ation ranges fi?om 2�to 4.O inclies.Tl�e frost�frce � period ranges fiom about 13O to:180.days.Elevation-r•anges from 679 tD:1400�eet, . GEOGR�iPH'ICALLY'ASSOCIATED:SOiL:S: Tliese:arethe Hnus7litc�n and l�ln�sirer � ' se�ies.'Houghton soils�rein�iearby areas wherethe orgauic 8eposits are more:thav.5l � :� inches:fhick.and coprogenous materiaL is not in`tl�e lower part of the contro.l:section. j IClossner soils are�in areas where the coprQaenous-material'is.abse�itand the hei6aceous � � or.gaiuc materia]is-uuderlain by loamy mineral material. . f _ � ` UIiAIN.A�GE AND E�RIVIE�BILT.TY;:Uerypoorly di`aine'd.The potential for s�irface runoff is low ornegligible:Permeability is moderate or.moderatelyxapid iii the � herbaceous sapric material..and slo.w iittthe capr.ogenous.materia!(sedimentarypeaf,). ! , Most 1Viuslcego soi:ls liave an�appareiit water table from 1 foot'.above the surface'to 7 foot 'below�lie.surface u��most years for mueh o:f the:period from Navenjber to August.Some � , Iuluskego soils�l�ave an apparent wAter ta61e from.3:feet to 1 foot:above'the�surface ui ; most years formuch of tke perio�from.J`anuary to December. US��iND'VEGETATION.:'Most areas remain'in natural.vegetafion and pr.ovide f wild[ife.habitat.'Natural vegetation is dominantly grasses,reeds, and sedges witli �scattered:hardv,!oods.:A few areas have been.drained.and are used croplaud. DIST&iB[PTIQN AND EX'I`�NTc Southern`�rVisconsin anclsoufticrn Titinnesota,and in i ,Tllinois,ui8iana,Iowa, and Ohio.1VILRA.9.5B,98,�102A,103, 104; 1.05, 108;1I0,`L"11, ' 114,and 144A.�hclvlu"skega�soils are�oEmoderate extent. I j MLItA OFTIG�R�SPONSTBI�E: Indianapolis,uidiana � i ; ` f I I � , � � I � t , i � ( SER,tE5 ESTABLISHED: Ozaukee County,Wisconsin, 1971. � REIVIA.RI{S: Diagnostic horizons And features recognized in this pedon are: sapric s � materials dominant in the subsurface tier; saturated with water for 6 months or more of i ' the year; have a limiuc luyer(coprogenous material)greater than 5 cm tl�ick within the ; control section. I � ADDITCONAL DATA: Soil Interpretation Records-WI0046;WI0335{OVERWASH); � WI0437(MARSITY); WI0462(CLAY LOAM SUBST.); WI0520 (FLOODED}. � I I ; j• .. - � , . � I � � � � • ! � I � i f � � I . � t I � I � , i , � . i � � j i i I i ' � , ` � t � . � i � ,. r � fraction is n�.ostl}r�fragmerits of�shells. [tns sligllfly alkaline.ar moder.atel.y alkaline.The calcium carbonate•eqiiivalent tanges'from 5 to�10 perceiit. � 'The:2Gb.horizon:has l�ue,of:2:SY.or SY,value of 3 to 5, aiid.clu�otnl o'f 1.or 2.It is loam, ' silG loam,clay loam,or silty elay loam.:It contains 0 to 8:pereettt by volt►me of rock . • frapmerits of miace�Iltliology.,It is'slightly allcaline or moderateiy alkaIine a�id has a � caleium carboriate equivaLent of S�to'20 percent.A'firm till�phase.of.clay loam with a moist bulk.density Qf'1.5 to'1..9 gm/.cc_is also rccoanized. � C�yIP,ETIN�S�Rl'ES:Th'ese are.the Rrlc�uuef��irie and l�t�iri��(T)series.Tliese soils do not�have c.aprogenous.ea�lt in�the=seri.es-control scction. GE.OGRAPHiC:SETTING:Tl�ese soils�have plane or sliglitly concave,slope"s w.itli ` � gradieiit af 0 to 1 percent.They are:iu,small to large lake basins in�alacial moraines,flood ; plains,-and�lacustriue plains:These:'basins formerly had lakes;and-most of,Elie lakes were drained siuce settlement.Tl�ese sedimenis�aze under'lain'by_loamy till or:lAC.ustr:ine � sediments of the Lafe Wiscoiisin glaciation.at depths of 7:6 cm{2.5 to more'than`203 cm. Mean�annital teinperaiure:`is 7 to 1.1 degrees C(%�5'to 50 de�ces.k'). Mean.atuival ' ' precipitltion.is 61'0 min to 8'13 mm(2�-:to:32 inches)..�sost:free days:range.from.�155�to 2�O..:Eleva�ions above sea level range from 213.n�;to 480:in(700;to 1�7D:fee�). ! G�bGRAPHICALL`Y.ASSOCIAT�D S:OIL�:�Tl�ese ate.other poorly drained:and very poor.ly riraived mineral and organie�soils within�the:basin-and the Gl�iri�n arid`Gesti;r � soils and ti�eir respective.°topoo apl�ic associates on�the:adjaceirt upl�nds. '. D:RAINAGE fLiVD SATURA2ED':HYURAULIC COIVDIT�TNIT�':Very~poorly dr:ainc'd.Surface runoff is negligible to ponded.The saturated.hydraulic.canducrivity, � measuied in cm°per hottr„is:O�to`�:1 (.021.o.�.:D inahes)intheugper..material and.OS to ; i �:�(.02 to,:6 inches)ui the low.er part,:-5eason�l high safuiationranges froin plus 9l.to:3'0 ` cm(3 to 1 :foot)for:undrained areas o�'fhis soil. Areas that are dtained haue variable � � depths to saturafion bas�d.on the°effectiveness of�the dr.aina�e:netwo'rk. - j USE AND`VEG�TA'�ION;IvIost o�tlus soil is.cr.opped�to conrand soybeans. Some is used for pastiure ot'hay. Invasive vegetations(after drainflgej:is inostly sec�ges,reeds,.and i gcass�s.They lxcic native vegetation in'the:conventional.scnse.because these:soils were, - ! until<recently,sediments iu the:bottom of lakes. � DISTitIBUT10N:AI+ID:CX.TE�VT:NILRA-103. Southern.lVlinnesota�nd north-central Iowa.'IvloderateLy extensive. IVTLI2�C)I'FLCE:R 4'SP.ONSIBL�:'St.Paul, IvIinnesota � I � �SERI�S"ESTABI:ISIIi�•D: Rock Gounty, [vlinnesnta,:l9�5.. 'REi12ARKS: Problems remain in`the classificati.on ci�these series because;�no taxou I�as � been�defiired;in;Soil Taxonomy that a8equately Accommodatcs soils'that ha.ve formed i entirely irn coproaenous earth:.Diagnostic.:horizons and'features recogrriized in this pedon f are:.Sur£ace horizon;fhat meets requir.ements°oE�mol'Iic�epipedon except it is unclerlain � � ; f t � i . 1 � ; y a I i t ( � l . � i � � by stratified C horizon.A firm till substratum is recognized in the geomorpliic surface I � fandform of the Kandiyohi till. � I t i [n the past some sloping fens were inctuded in the concpet of Btue Earth. Blue Earth is � ` being restricted to ponded basins and lake beds. � F ; i ADDITIONAI.DATA:Refer to MAES Central File Code No. 1135 for results of some ilaboratory anaiysis of a representative pedon of this series. I I ; i � � ' . I � � t 1 I I i � 1 f � i I i i � f 4 � 1 i 's l l • 1 4 i c t� ` i s 1 ' ; � �LUE EARTH SERIES � The Blue Ear[h series consists of very deep,very poorly drained soils that formed in coprogei�ous enrth in postglacial lakes and flood plains.Slopes range from 0 to ! percent.Ivlean aunual prccipitotion is about 711 mm(28 inches).Mean annual►emperature is about 9 degrees C(48 degrees F). i TAI�ONOIYIIC CLASS: Pine-silty,mixed,superactive,calcareous,mesic Mollic Fluvaquents I TYPICAL PEDON: Blue Earth mucky silty c1Ay loam with a plaue level slope in the S bottom of a former postglacial Lake;cultivated field. (Colors are for moist soil unless otherwise noted.} i � Ap--O to 25 cm{0 to 14 inches);black(lOYR 2/1)mucky silty ctay loam{coprogenous carth), dark gray(SY 4/1)dry;weak fine granular structure;very friable;.few snail shells � and fragments of snail shells;slightly effervescent;sligl�tly alkal'uie; abrupt smooth � boundary. [20 to 30 cm(8 to 12 iuches thick)] � . � Cg--25 to 173 cm(10 to 68 inches); very dark gray(lOYR 3/1)mucky silty clay loam � (coprogenous earth},very dark gray(SY 3/1)clay loam,and dark olive gray(SY 3/2) � clay loam;few fine prominent dark brown(?.SYR 3/2)and few fine darlc reddish brown � {SYR 3/2)Fe concentrations;inassive with distinct bedding planes;very friable;snail shells rauging from few to many in different parts;strongly effervescent;slightly , j allcaline. ' 2Cg1--173 to 183 cm(68 to 72 inches);dark olive gray{SY 3/2)clay loam;massive; � friable;few snail shells;strongly effervescent;slightly alkaline;clear smooth bound�►ry, � � 2Cg2--183 to 203 em(72 to 80 inches); very dark gray(SY 3/1)clay loam;massive; i friable;cotnmon snail shells;strongly effervescent;slightly alkaline. � TYPE LOCATION: Martin County,Minnesota; about 9 tniles south and 7 miles east of Fauinont;about 472 m(1,550 feet)east and 30 m{100 feet)south of the northwest corner of sec.28,T. 101 N.,R. 24 W.;USGS East Chaiu quadrangle; lat. 43 degrees 31 � minutes 44 seconds N.and long.94 degrees 19 minutes 16 seconds W,,NAD 27. RANGE IN CHARACTERIST�CS:The thickness of the coprogenous earth aud the � deptly to loamy glacial till or glacial lacustrine sediments ranges froin 76 em(30 to more � than 203 cm(80 inches). Free carbonates are in all parts of these sediments.The � coprogenous earth contains from 0 to 25 percent by voluine of shell fragments, � The Ap or A horizon has hue of 14YR, 2.SY,SY or neutral,value of 2 or 3 and cluoma � � of 0 to 2.It is mucky silty clay loam,mucky silt loam,mucky silty clay,silt loam or silty clay loam.Some pedons have muck(s�pric)surf�ce layers less than 20 cm(8 inches) I thick. The Cg horizon has hue of lOYR,2.SY,SY or neutr�l,value of 2 to 4,and chroma of 0 to 2, lt is silt loam, silty clay loam,loam,or clay loam,or mucky�nalogues. The sand i � I � � ; i � ; j I � � 4 t �IAlVVJ[EL SERIES � • The Hamel series consists of very deep,poorly drained and somcwhat poorly drained soils th�t formed in slope colhrvium and glacial till on moraines.Thcse soils have moderately slow permeaUility.Their slopes range&om 1 to 4 percent,Mean annual precipitntion is about 28 inches.Menn annual air temperature is iabout 47 degrees F. � TAXONOMIC CLASS:Fine-loamy,mixed,superactive,mesic Typic Argiaquolls i �� i TYPICAL PEDON: Hamel loam with a 2 percent concave slope on a glacial moraine in . a cultivated field. (Colors are for moist soil unless otherwise noted.} Ap--O to 10 inches; black(l 0YR 2/1)loam,very dark brown(l 0YR 2/2}dry;weak very � fine subangular blocky structure;friable;common very fine roots;about 1 percent gravel; neutral;abrupt smooth boundary. i A--10 to 16 inches;black(lOYR 2/1)loam,very dark gray(lOYR 3/1)dry;weak very ': fine subangular blocky structure;friable;cotnmoii very fine roots; about 4 percent b avel; neutral;graduai smooth boundary.(Combined thickness of A liorizon is 14 to 30 inches.} � AB--16 to 2�inches; very darlc gray(lOYR 3/1)clay loam,dark grayish brown(lOYR 4/2)dry;many fine prominent brown(7.SYR 4/�) Fe concentrations;moderate fine aiigular blocky shvcture; friable; common very fine roots;about 4 percent gravet; neutral; { gradual wavy boundary. (0 to 10 inches thick.) � � Btgl--24 to 40 inches; vety dark grayish brown(2.SY 3/2}c11y loam, grayish brown (lOYR 5/2)dry;many fine prominent brown(7.SYR 4/4) Fe concentrations;moderate � medi�un prismatic structure;friable; few black(t OYR 2/1)c[ay films on faces of peds; S about 5 percent gravel;neutral;gradual wavy boundary. ; Btg2--40 to 46 inches;dark grayish brown(2.SY 4/2)clay loam;inany coarse prominent ! brown(7.SYR 4/4) Fe concentrations;moderate mediurn subangular blocky structure; friable; few black(lOYR 2/1)clay films on faces of peds;about 4 percent gravel;iieutral; .� clear wavy boundary.(Combined thickness of Btg horizons is 12 to 30 inches.) 4 , '� Cgl--�6 to 55 inches; olive gray{SY 5/2) loam;many medium prominent yellowish brown(lOYR 5/6}Fe concenh•ations;massive; friable;about 3 percent gravel; slightly j effervescent;slightly alk�line;gradual wavy bouiidary, � Cg2--55 to 80 inches; olive gray(SY 5/2)loam;many medium prominent yellowish brown{lOYR 5/6)Fe concentrations;massive;friable; about 4 percent gravel;slightly � effervescent;sliahtly alkaline. TYPE LOCATION: Wright County,Minnesota; about 1.5 miles soutliwest of Silver � Creek, 1200 feet south and 2300 feet west of the northeast comer of Sec. 18,T.121 N., R.26 W.,USGS Annandale quadrangle; lat.45 degrees l7 minutes 34 seconds N.; long. � 94 degrccs 00 mimites 13 seconds W.,NAD27 � f � i • I � f � � � i ' j f t � ; .RANGE IN CHARAGTERISTICS.;Depth to'fi�ee,carbonates.ra�ige from 30 ta53 inches.T-he..rtiollic epi�pedon'tGiclrness ringes from 24"to 60�inches.Typically the upper . �colluvinl coutains less than'2'percent gra��el byvo.lume and the lowerpart coritains 2 to 6 ;� ,percent gravel:byvolume of.rriixed lithology. T.�e.1�horizons°:have hue of I.OYR or is-neutrat,<va:lue of 2 or 3,and,:ehrotua:ofU to.2. f Typically,.it is loam.or clay;loam,but silt loam or silty clay loam are within the.range. lt � lias:coatinas.of clean sand and.'sitt parficl.es in the-lower part of the A,horizon in some pedons:It'is moderatelyacid to neutral. � { The Btg hprizon has hue o�'1QY.R,:2.SY',-or.SY,value oF2 to 4,and chroma of;1 oL 2.`It is clay loam,silty ctay`loam high,in sand,or.loam:Ithas-between 2� and 35 percent cla.y and.LS<to 35 peccent fine sand and coarser.. It lias B/A clay t�fios of'1:2 rto :1:�.lt has.few � to many,fairitto prominent�elay:films:`It is.moderately:acid to neu"tral. The C horizon has(n�e o.f a.2:�Y or SY,ualue of 4 to 6,cl�roma of l or 2, It�.is loam nr � c2ay 1'oam. It is slightly allcaline�or`motlerately alkaiine.The clay conteriCraiiges from l8 , to 32:�percent,and,the totaLsand aontenr.ran'esfroin.2� fo 45 pei,cent. Gfli�LPETING SERIES:Tl�ese are the�1.�`atlei,�i�tt�,,::L'er�*ille,,llres�lcstcrii; i � F�unC�iit=ciil�, Ct�lGk�4t715. C'ordova;FoiesCC:ih°,:laiiietiio��,�il�sicii�ia, L1�lil(�Tri>v�; N<r�°ai�, I . �'Jc��oiji,Reus��l�ec,and 4Vestland,soils Th�:Aluada series(Tentati�e-OH)is not in#he OSD_file at this tim�.The Barry;�Berv;ille;Broolcston,Cordova,.Maten�o,:Millgro.ve, # Nav.au;;Rensselaer,..and�Vestland soils liave a�mollic epipedon that.is less than�4:inches t tliick.2'he Buntinb ille•soils ha�e carbonates.at depths o'f less than 20 inches:The � `Clacicamas aud'Nosoni sails 1ack.free�carbonates in'the series control:secfion. The.Forestcity soils have 4'S to fi5 percent sand and 10 to:18 percent clayiii the � underlyi�a materiaL The,init�estcr�,�i� soils formed in as�firin and very finn'till associateil. with the Iowan Erosionai.surface. � GEO�RAPHIC�SET�TNG:;Hamel soils>haue concav.e slopes.in swales,riuis of closed � depcessions,foot and toe slQpes,and upper drainageways.below sfapingto ve�y:steep slopes..:�lope grai3ients are'1 to 4�percent..�Ianiel soils formed'in slope c�lhivium and � ;g)acia(Eill of Late Wisconsinan Age.Mean aunual air teinperature is abou't�5 to?LB degrees F.°Ivlean annual precipitation is�bout 25 to 30�inches.Frost free days range�from - 125.to 1.65�Elevation abo�!s,sca:level ranges.from 70.O�;to Lb00,£eei. + GEOGRAPHICALLY A�SOCIr�TED SOIL5: Tliese:are�rincipally flie 1•irtvdL.ia aiicl � ► L�sfer.:so.ils.Tliese soits are w.ell.drained.�nd:are on the'higiier lyiiig,;gently:slopiu�to very steep slopes. DRAINAGE AND PERME�IL;IT�,': Poor4y drained aiid.:some�yhatp.00rly-_d�ained. � Surface riu�off is low�:ormoderately low;Penneability7s moderately slaw.'The,;apparent seasnnal.high-water tab'le.is at:5 to 1.5.£eet for.the:poorly draine�l phasc..and'I:5 to.2:5 j feet for the somewhat�poor'ly°drained pliase;durina spring in normal years. � USE AND`S�CCET�.TION:.Ivlost•of•this�soil is crop�ed to corn,hay,soybeans,�an8 i � smatl grains.Ho.wever,significaut areas ar.c inpasture�and_forest_Nativevegetation is ' nuxed wct prairie grasses'and:deeiduo.us forest f ! � 4 � 4 , � � t ;. : . t i • I ! ; DISTRIBUTION AND EXTENT: Prunarily in the southeast one-quarter of Mirinesota in the timbered,hilly,"gray"till region.Moderately exteusive. ; MLRA OFFICE RESPONSIBLE: St.Paul,Minnesota SERIES ESTASLISI3ED: Hennepin County,Minnesota, 1969. REMARtCS: Diagnostic horizons and features recognized in this pedon arc: mollic � epipedon-the zone from the surface to a depth of 40 inches{Ap,A,AB 1nd Btg1); argillic horizon -the zone from 24 to 46 inches(Btgt, Btg2,).Type locAtion moved from jHennepin Cotulty,Mn. to Wright County,Mn., 11/96 to better exemplify the series � concept. � A somcwhat poorly drained overwash phase is recognized th�t has 8 to 20 inches of � colluvium over the original dark colored surface. ADDITIOI�IAL DATA: Refer to MAES Central File Code No.785 for results of some i laboratory analysis of this series. . � � . i � � . I � � . ! i 1 i i ( i i � I ; � � ; � ' . , � � � � i . � � I � I i � t � i �IOUGHT4N SEIZIES � The Houghton series consists of very deep,very poorly drained soils formed in herbaceous orgAnic deposits more than 51 inches thick in depressions on kake plaii�s, outwash plains,ground and end moraines and on floodplains.These soils have i moderately siow to moderately rapid permeability. Slope ra�iges from 0 to 2 percent. ' Mean annual precipitation is about 35 inches,and mean annual temperature is about 50 degrees F. ; TAICONOMIC CLASS: Euic,mesic Typic HapLosaprists TYPICAL PEDON: Houghton muck-on a level nrea in a cultivated field. (Colors are � for nioist soils unless otherwise stated.} Oal--O to 9 inches;black(N 2.5/0)broken face and rubbed muck(sapric material);about � 5 percent fiber,a trace rubbed;wealc coarse subangular blocky structure;neutral(pH 7A � in KCl);abrupt smooth boundary. - Oa2--9 to 13 inches; black(N 2.5/0}broken face, very dark brown(7.SYR Z/2)rubbcd j muck(sapric material);about 5 percent fiber,a trace rubbed;we�k medium granular � shucture;neutral(pH 7.0 in KCl); abrupt smooth boundary. �a3--L3 to 24 inches;dark reddish brown(SYR 3/2}broken face,dark reddish brown � (SYR 2/2)rubbed muck(sapric material); about 15 percent�ber,less than 5 percent i i rubbed;massive,breaking to thick platy fragments;neuhal(pH 7.4 I�CI); abrupt smooth � boundary. i , Oa4--24 to 32 inches; black(SYR 2/1)broken face and rubbed muck{sapric material); about 10 percent fiber,a trace rubbed;massive;about 1 percent woody fragments;neutral (pH 7.0 in KCl);clear wavy boundary. i } Oa5--32 to 48 inches;dark reddish brown(SYR 2/2)broken face,blacic{SYR 2/1) rubbed muck(Sapric inaterial); about 20 percent fiber, Less tha�i 10 percent rubbed; � massive, breaking to thick platy fragments;neutrll(pH 7.0 in KCl);abrupt smooth 4 boundary. Oa6--48 to 80 inches;dark reddisli brown(SYR 2/2}broken face And rubbed inuck j (sapric material};about 10 percent fiber, less than 10 percent rubbed;massive;slightly � sticky; about 15 percent mineral soil;neutral(pH 7.0 in KCl). f � TYPE LOCATION: Clinton County, Michigan; about 3 miles noL#heast of the village of � Bath;200 feet north and 400 feet east of the southwest corner of sec. 12,T. 5 N.,R. 1 W. � USGS Bath topograpl�ic quadrangle,lat.42 degrees 49 minutes 43.4 seconds N.and long. ; � 84 degrees 52 minutes 56.9 seconds W.;NAD 27. ' t RANCE IN CH�CTERISTICS: The organic layers are more than 51 inclics thick. The organic ftbers are derived primarily from herbaceous plauts, but some pedons contain i�idividual layers which contain as much as 30 percent woody material,however, � I i � . i I , r � � , � the woody fragment:content auerages less than 15 percent by volume�in.fhe:control -,section.It is�<<cry strongl}r acid to_slightly allcaline. l "The organic Layers have_hue of;1QYR,7:�YR,or"SYR, �alue of 2 to 3,and,.chroma:of l to, � 3.,or:is in 2.�10.The:layers are predominantly mucic(sapric�iaterial), but°-in:some pedons muck-y.peaE(hemic�material) l�as%a combined thicicness_ofless than:l�:uiches and.peat .(fibric material)less'fhan 5�inches:Some pedans liave coprogenQUS material ormar,ly , � mater�al�bclow.5l.inches ; � 'COIVIP�TING SERIE� These are the C.atiist�, Leiia PefeetueLC,S�lic�se, and ; ,� Snmtat�ti��o series, S'in�ilar soils are-fhe Adri�il,Gaibnudalc;C�r�c�i�ifSOCi I1i�nvtus�l, L�_i��,:f'aliiae,,-iti�fle,and tit�illetee�series. Ca"rlisle soils-deitved dominantly�rom wood.y .matet�ials and.contain aii average of.'15 to 3p_perc.ent;woody-fragments in the control. ! secrion,�.ena soils contain free carbonates�thraugl�out. Peteetneet soils are massive or , �laty in bottotn tier,are on elevatioiis:of,about 4,5:00 feet, and are substanfially drier in the moisture control sectioii durin;.the 1:20 days followina the�summer sqlstiee: Saltese � • and Semiahiuo�°soils are in�reas;tivithmild humid:climates.Adrian,Linwood,Palms, aud Willette soils have a°mineral sul�strata dcpths;rangingfi•on116 to about�0 inches. Gar.boridale,Greenwo:od,vupton,an�:Rifie�-soils are:frigid. � a :GE'OGRAPHIC S�TTIN'G::.Haitghton�soils occupy::closed depressions withm lake � plains,outwasliplains,ground:aiid.enel moraines,and.oii tloodplains. Slope gradients are ' less;than:2 p�r.cent. The=mean,annual prec:ipitationranges fr�m about�30'to 42:inches,and ; i 'the�mean annual temperature:is�:�abouf 4.8�to 53•degreesi F. � 4 GE'OGR�►PHICAL.I:Y ASSOCIATED SOILS: These are.the�lclriau;Edselton(T), � C-:clwarQs;;Ivloston(T), ��ILast:eRo„1'A1nis,and'1��ills:tt�.soils.Edseltori(T)<and Edwards'sails � j are.underlain by marly material at�depths oi'7;6'to 51 inches..\�Ioston(T),aud lvluskego � r soils:are underlain by coproaeno.us�naterial betweeu'1�•and 57 inches..Poorly-or uery ; poorly drained minexal�soils are commouly associ�ted along themargins af�the.bogs. I � DRAI�IAGE,AND PEIt1Yl�ABII:ITY:Very poorly drained.�Deptl�to tlie:seasoiia(hlgh , � water table�ranges from 2 footabove the•surface:inponded ph�ases to l footbelow'flle ,_:� surfacc from September to June.The potential for surface r�utoff is very slow or ponded. � I Permeability.is modeLate1y°slow'to moderatelyxapid. � USE AND�"VEGETATI.01V:.A eonsidecable area of�hese soils is used for aropfaud.or � , � :pashn�e. C.ommon cro}�s.a►:e.auions,lettuce,po'tatoes,celery,radishes,canots,inmt,and some coni. Nafive vegetaEion was primaY;ily of inarsh gcasses,�sedges,reeds;buttonbrush, � � and cattails,`Somc water-tol�ranC trees were near:the rnargin of the:boa. � � DISTI2IBUTLON AND G7CTENT.:YvfLR:A�5,9'$, 110,1.11..`Soufliectt-part,o�tlie lower j { peninsula of Michi�an,,Wisconsin,Indiana,Iowa,TvSinnesota, and Illinois.The;series is ( of lai-ge exteut. � i j [VILRA OFFICE'RESPOiVSIBLE:Indianapolis.s fiidiana � ; S.ERIES�ST.ASLI�H�D.: Rascommon:Cnunry:, Micliigan, 192�}. � � I � . i I ' i , I, � . 1 � �. ` • I � E � RENIARKS: Diag�iostic horizons and features recognized in this pedon are: Wcll decomposed organic material from the surface to greater than 51 inches(OaI,Oa2,Oa3, � Oa4, Oa5 and Oa6 horizons) ; histic epipedon-muck from the surface to 16 incE�es(Oal,Oa2,Oa3); � aquic conditions-from the surface to 40 inches. i ADDiTIONAL DATA: Soil Lrterpretation Record-(MI0024,MI0291 (PONEED), ' MI�532(SLOPING), MI0390(MAAT>50),MI0383(FREQUENTLY FLOODED). Transect data(T98-MI-003) is on file in MLRA project office,Plymouth, [ndiaua. i Transect shows 1 QO percent Houghton. ; l � i � � � 1 � . � I it i � i ; i s i � � � f f I . I � � 1 i t � I�ESTER SE�tIES � ; � The Lester series consists of very deep,well drained soils that formed in calcareous loamy glacial tiil on lill plains and moraines.Thcse soils have moderare permeability.Their slopes range from 5 to 70 percent. ! Mean annual precipitation is about 28 inches.Mean annual temperature is about 47 degrees F. I TAXONOMIC CLASS:Fine-loamy,mixed,superactive,mesic Mollic Hapludalfs TYPICAL PEDON: Lester loam with a convex slope of about 9 percent on a ground � moraine in a cultivlted field. (Colors are for moist soil unless otherwise noted.) � Ap--O to 7 inches;very dark grayish brown(lOYR 3/2)loam,b ayish brown(lOYR 5/2) � dry;moderate fine subangutar blocky structure;friable;many fine roots;about 3 percent � gravet; slightly acid;abrupt smooth boundary. (6 to 10 inches thick) Btl--7 to 21 inches;brown(lOYR 4/3)clay loam;moderate niediuni subangular blocky i structure; firm;many very fine roots;common very dark grayish browii(lOYR 3/2)clay �� films on faces ofpeds and few very dark gray(lOYR 3/1)organic coats on faces of peds; about 2 percent gravel;slightly acid;clear smooth boundary. � Bt2--21 to 38 inches;dark yellowish brown(lOYR 4/4)clay loam;moderate medium ; ' subangular blocky structure; fri�ble; common fine roots; common darlc grayish brown � (lOYR 4/2)clay films on faces of peds and few very dark brown(1 QYR 2/2)organic �� coats ou faces of peds;about 3 percent gravel; slightly acid; gadual smooth boundary. � (Combined$t horizon is 10 to 40 inches.) . � Bk1--38 to 50 inches;yellowish brown(lOYR 5/4)loam; weak medium subangular � biocky structure; friable;few fine roots;common very pale brown(lOYR 8/2)carbonate � threads;about 2 percent gravel; violently effeivescent;sliglitly alkaline;clear wavy boundary. � Bk2--50 to 6Q inches; yeilowish brown(lOYR 5/4)loam;weak medium subangular blocky structure;friable; common fine distinct yellowish brown(lOYR 5/6)relict Fe concentrations; common very pale brown(iOYR 8/2)carbonate tlu-eads;about 2 percent � gravel; violently effervescent; slightly alkaline;clear wavy boundary. . C--60 to 80 inches;yeliowish brown(lOYR 5/4) loam;;massive;friable;commoi� i medium distinet yellowish brown(lOYR 5/fi)relict Fe concentrations and few fine � � distnict light brownish gray(lOYR 6/2)relict Fe depletions; about 1 percent gravel; strongty effervescent; slightly alkaline. � TYPE LOCATION: Wright County,Minnesota;about 3 miles west of Otsego, 1460 feet south and 200 feet west of the northeast coiner of Scc. 1 S,T.121 N.,R.24 W.; USGS Big Lake quadrangle;lat.45 degrees 17 minutes 24 seconds N,; loiig. 93 dea ees 41 ; nunutes 3 seconds W.,NAD27 � RANGE IN CHARACT�RISTICS: Depth to free carbonates ranges from 20 to 54 � inches.Rock&agments of mixed lithology comprise 1 to 8 perceiit of the volume of the r conirol section. i � I � � � � � � r � i 't � � � � � � � � � . ; � � The A or Ap horizons liave hue of 1 OYR, valne of 2 or 3;, an8:el�roma of 1 or 2.The E ; liorizon where pr,esent;=has value of 3:to 5,�aud chroma-of 1 fo�3..Thc A and E'horizons i are loam or clay loaw,but sandy lolm,,fine saudy:loatn,or.silt loam is.wifl�in the..raugc. ' � They.rauge from moderately acid to neutraL � �1he Bt horizon'has hue�of t 0YR or 2:�Y„value of�F or 3,:and cl�roma of 3.or 4.It is.clay i ' � loam or`loam and has 2�to 3:S percent.clay�pnd 30 to 4.�5 percent=sand.TheB/A clay � , rati�s.range`&om;1.2 to 1.�}, It is:stronaly acid'to sliahtly acid in the.upper parf:and j inoderately acid�to:neutral�in:the'lower part:A Bw`horizon lssometimcs present below � � .the Bt. �. ' The Blt horizon.has liue:of:1:0YR�or 2.SY�.R,�alue,.of 4 or�;and:cl�rorr�a of 3-to 6.T,he:B(c �hor'izon`is loam or clay loam.it.is slightly�llcaline or moderafely-allcatine.Reliet � � � redoximorplv�features are:present in some�pedons; � . � " � The�C liorizon.:has hue of:2:5Y.or 1:0.Y$,value o�'4�to 6,�and cluoma of:3 to 6 ltis loam jor clay loam.It is slightly.alkaline or:tnoderately all;aline:=Re.lict redoximor�lucfeafures � �. aLe present in some pedons. COMP�TING SERIES:"These are the r�i�is �r�Vle,'E3alt►�ita�-e,HusSCCt',Iil��iriiitt, � C.r1I1'�),_T�01C�1�r1ALT T�lll]I)I;lYluc,C�ra,,Komiii5,Laur�mie,:L.c�n�zlni5;:.:L.vdic,I:,:.Mc�l»�vlc, �, `M1t�cf;t;Neivc�aincr,:(�iie�a;C)�-i��diicl,i:t�cinc,°Razort, fi�:6bo,T��t71�t;.'��`�ucatria;aiid LYin�r�sliielcsoils in fhesame fainily.Angus and.`Sebbo soil Iiavcsaturation in�the'lowcr � � third ofthc:seL�ies control sec�ion..Argyle, Baltinrore,and.'Oi�eco:soils have B.'horizoris � � wit1�7.5YR orredderl�ue..Bassett:$oils are verystrongly acid to:moderately acidiiitlie { upper part.ofthc Bt horizon:Blooining:and Racine soils havc 1��to 3�percent�sand ill tl�e � upper:part o�theparti�te-size coiitrol sectiori. CaLeb:soiis have somesubl�orizons;that { � have mare-tltan 45 percent in the,lower paxt of the;:control sectiou. Dowagiac andTCoroius 1 i ;soils have fess than.24 percentclayinthe.lo.wer.one.third of th.eparticle=size�control � +seetion:.Dunbrid�e;:Wauco�na;Newcomer,ai7d Winnesluek�.soils�have sola tetrninated by '( �bedrocic at dep#hs-above 60 inches:`Gara soils average:less thaii 2 percent,rockfragmeiits t in the contr.ol section. Lonblqis,Lydic,,an8"Neda�soils ha�e more than 8'percent r�cic .fragments m some subhorizou,of:kl�e control:sedtion.Laurainie-soils:have inore'fhan>45 � percent sand in some subhorizon�in'fhe,middle part�:of tl�e.control section,Ivlohawk soils � ha.ve�5'h"►glier conterit ofsilr and.l�ave.'darlc colors iv:the B horizon which apparently are uilierited�rom-�darlc shale. Orwoodsoils have uo ro�lc frt�bments in the-particle-size � ;coi�tro[;seetion.Razoztsoils trave.less rhaii 30 pe�c.ent-saiid'in the coiitrol,sectioii. � GEOG'R�PFiI.0 SETT.ING: These soils:have>conve�.slopes.on.moraines:and'�till°plains. Slbpe graaients range:fi�om�5 to 7.0 per.cent.They fornied in calcar.eous,loani,y:glacial till � of late V�isconsinan Age.Meau ai�►nual temperature ranges;from 4�5 deb ees.to•52.deb ees F.lvfean,annuaL�LecipitArion ranges•&om_`25 to.3�incties. Frost:fre:e.days:ran;e from 12� � to 16S.�Elevatinns range'frou170�to"160:0 feet. j ��EOGRAPHIC�,LY:ASSOCIf1T�U SOILS:�hese inclutte>fhe ec�r�l�v7,��uidcis, ' Gleiicc►a,t:Lninel, lic�u�fitt�n,l�IassueY,.Le`S.nr.iir,"h>1�itik�,*cr„anil I>�ssi:l,soils.P.00rly � draineel Cordova an��sornewhatpoorly and�oo'rly-tlrained`Dundas;s�ils.are.on"flats.and ; upper di�ainagewa.ys wifli-a high:seasona.l water table.Very poorl,y draiiied'Glencoe, i f � ' � , � i I .`T � i i , I � ( i f ' i , � j • ; Houghton,Klossner,and Muskego soils are mostly in depressions.Poorly draiiied Hamel soils are on foot And toe slopes. Moderately well drained Lc Sueur and Nessel soils are oi� r slightly elevated flats azid gently convex slopes. ; ' DRAINAGE AND PERMEABILITY: Weli drained.Permeability is moderate. Runoff is medium to high. �i USE AND VECETATIDN: Mostly crapped to corn and soybeans. Some is in pasture and forest.Native vegetation is savanna. � DISTRIBUTION AND EXTENT: South-central and east-central Minnesota and � northeastern Iowa.Extensive. i ML,RA OFFICE RES]P�NSIBLE: St. Paul,Minnesota � SERIES ESTABLISHED: Dakota County,Mi�inesota,1945. f .RENIARKS:Diagnostic horizons and featured recognized in this pedon are:mollic y subgroup-the zoixe from the surface to 7 inches(Ap horizon);araillic horizon-tlxe zone fram 7 to 38 inclies(Bt horizons).Type location moved from Waseca County, Mn. to Wright County, Mn., 11/96 to better exemplify the series concept within the MLRA. � { Slopes of 1 to 5 percent that were previously correlated as Lester may be incltided with ' the Angus series in the fuhire. i i � . � � � 1 i � i ; i S I ! � t � i i i Y � l � ; , ; � , � ; ; i ; , ; TH]E TECHNICAL DOCUMENTATION SECTION i ; � Wetland Definition t i I � i � 1 � i . i ' � , i " i I • ( { � � j � 1 � :� i i 1 ; , ; � � � � . � ; � f ( � � Y i 4 i + �LAND DEflVITION . E � j � According to the 1987 U.S. Army Corps of Engineers "Wetlands DeEineation Manual" (1987 't � Ivlanual; the document used by al! delineators to define wetlands) a wetland is "Those az•eas that � are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under nortnal circumstances do support, a prevalence of vegetation typically , adapted for life in saturated soil conditions." The Minnesota State Wetland Conservation Act ; Rules, Chapter 8420, further clarifies that "...wetlands must: (1) have a predomiaance of hydcic ' soils; (2) be inundated or saturated by surface water or groundwatec at a frequency and duration sufficient to support a preva}ence of hydraphytic vegetation typicaliy adapted for Iife iri saturated i soit conditions; and (3) under normal circumstances, support a prevalence of hydrophytic I � vegetation." The 1987 U.S. Army Corps of Engineers Manual in Part II, item 24. states that, ' "Tlle interaction of hydrology, vegetation, and soil results in the development of characteristics { unique to wetlands. Therefore,ihe following technical guidelines for wetlands are based on the ' �pn , and diagnostic environmental charactecistics used in applying the technical guideline are represented by various indicators of these parametecs." It is this pi•emise by which ; SER ecologists has, in thei�•professional judgment, deiineated the wetlands on the subject parcel � desct•ibed in this report. I �� The most important wetland criterion is hydrology. The presence and persistence of water influences the vegetation types and changes soil morpholoby. Hydrology may be obsecved as � standing water(inundation), or may be observed as freestanding water within the soil pit or auger � hole (saturation) usually within the upper 12 inches. This is what would be considered primary hydrology indicators. Only one primary indicator is necessary to make the determination that � wetland hydrology indeed exists. The 1987 Corps Manual also has a range of hyd�•ologic zones � established based on period of inundation or saturation. These zones and the periods of inundation or saturation for each can be obsezved in Table 1 below. � a Excei ted from the 1987 Manual,Hydrolo ic Zones—Nontidal Areas Zone Name Duration Comments Wetland or Not � I Permanently[nundated 100% Inundation>6.5 ft.mean Not(Aquatic Habitat Zone,or Deep Water i � water de th Habitat) � Semipermanently To Nearly �75 inundation defined as 1t Permanently Inundated Or �100% 56.6 feet mean water Wetland ; Saturated de th ! Reguiarly Inundated Or o iii Saturated �25-75/o Wetland � �V Seasonaliy Inundated Or <12.5- � Sah►rated 25% Wetland + ]rregularly Inundated or p i�lany areas having these Wetland(if hydrophytic veg.and hydric � Saturated >5-12.5/o hydrologic characteristics soils also present i are not wetlands ' tntermittently Or Never •� o Areas with these � �� inundated�r Saturated �S/o hydrologic characteristics Not � are not wetlands ( � , A-1 � i . I i . i Y i I i • � ' � The defcnition of appropriate hydrology according to the 1987 Manual includes two important � E terms that must be clarified. First, the definition of a growing season is needed. The growing � ' season is defined in the 1987 Manual as: "...the portion of the year tivhen s�il temperature (measured 19.7 inches below the surface) is above biological zeco(5° C br 41° F)." Acc�rding to ; the 1987 Manual this period of time can be approximated by using the"starting and ending dates ! for the growing season based on a 28° F air temperature threshold at a fi•equency of 5 years in � 10." Based on this definition the growing season ranges approximately 160 days to 180 days in ; the Minneapolis/St. Paul metropotitan area(160 in the northern suburbs and greater to the south). ' Therefore, the required inundation or satut�ation to the surface for 5% of the growing season , would be 8 or 9 consecutive days that ground water would need to be at the surface or saturated � to the surface. 1 � � The second term in the appropriate hydrology definition from the above paragraph to be clarified � is "in most years". This means in 5 of 1 Q years hydrology must exist within a "jurisdictional � wetland" for the 8 or 9 consecutive days of the grawing season. This means that one observation date or even one whoIe year worth of detailed hydrology data may be deemed insufficient to ; ` determine if appropriate hydrology exists at a given location. In the event that precipitation� ; events accumulate to above or below normal during just prior to a site visit or during a moce intensive hydrology study, the data may be confounded by non-normal circumstances and may � be considered outside the bounds of "most years". Ideally, both antecedent soil moisture � conditions and precipitation would be normal during all delineations. However, this is not a realistic impression of climate. Therefore, primary indicators of hydrology must be reviewed � with scrutiny prior to determining if hydrology indeed exists. � Wetland hydrology may be observed as standing water (inundation), or may be observed as � fi•eestanding water within a soil pit or auger hole (saturation)usually within the upper 12 inches. This is what would be considered primary hydrology indicators. Examination of this indicator requires digging a soil pit to a depth of 16 inches and observing the level at which water stands � after suf�cient time has been allowed for water to drain into the hole. The required time will � vary depending on soil texture. This level ��epresents the depth to the water table; the depth to saturated soils will always be nearer the surface due to the capil(ary fringe. According to the j Hydrology criteria in the 1987 Deiineation Manual, for soii saturation to impact vegetation, it must occur within a major portion of the root zone, typically within 12 inches of the surface. ' � Only one primary indicator is necessary to make the determination that wetland hydrology is + present. However, since a single observation is not enough evidence, based on the percentage of � the growing season this inundation or saturation is required, these data are only valid when reviewed while also considering the abundance of recent precipitation events or the seasonaI trend of climate when the site visit was made (this may be done through review of precipitation � • records where available}. In addition to the primary indicators of wetland hydrology, there are i � secondaty indicators (e.g. oxidized root channels, water-stained leaves, local soil survey data, ; FAC-Neutra.l test}, of which two must be present to consider the sample p�int as having wetland + i hydrology. � ; . � � , ; A-2 I � , � i 4 � i � • i • � � ' � � Hydrophytic Vegetation (�Vetland Vegetation} Wetland vegatation is defined in the 1987 Manual as "The sum total of macrophytic p(ant Iife growing in water or on a substrate that is at least periadically deficient in o:cygen as a result of � excessive water content. When hydrophytic vegetation comprises a community where indicators � of hydric soils and wetland hydrology also occur, the area has wetland vegetation." In moce � standard terms, some plants are more adapted to growing within inundated or saturated soil. � Based on literature records and professional experience, a panel of expet�ts compiled a list of ' plant species and assigned each a hydrophytic status (described beiow and includes five major classes of probability of a plant occurring within a wetland). r � In terms of delineation there is a gradient of plant species that are adapted to "growing in water or on substrate that is at [east periodical�y deficient of oxygen". Fieldwork associated with � wetland delineations includes a procedure (the 50/20 Rule, for determination of dominance), ! which is also outlined in the 1987 Manual, by which to determine if hydrophytic plant species dominate the vegetation at a given location. This procedure has been used for the wetland I delineation at the subject parcel of this report. 1 � Hydric Soil f Defned in the 1987 Manual as "A soil that is saturated, flooded, or ponded long enough during i the growing season to develop anaerobic conditions that favor the growth and regeneration of hydrophytic vegetation. Hydric soils that occur in areas having positive indicators of � ' hydrophytic vegetation and wetland hydrology are wetland soils." For the purposes of delineation of wetlands, soils cannot be viewed without digging pits oc i extracting soil using an auger. Therefore, transects of soil samples are taken from perceived ; upland to perceived�wetlands along a transitional boundary. There are specific color indicators, textures, and depth requirements in the soil that are reviewed in order to detecmine whether � hyd►•ic soils occur at a given point or not. After a transect of soil samples has been taken, upon ! consideration of vegetation and indicators of appropriate hydrology a working prototype for the given wetland is developed by the delineator. The wetland delineator then uses this working , prototype to complete the location of the remainder of the wetland boundaiy, unless the wetland � is large enough or the landscape features (vegetation or tapography} change enough to warrant � additional transect samples. , � � , ; � ! � R ; i I � � � A-3 � � r i , � PC Exhibit E Minnesota Wetland Conservation Act Notice of Decision � Local Government Unit(LGU) Address Minnehaha Creek Watershed District �5202 Minnetonka Blvd Deephaven,MN 55391 1.PROJECT INFORMATION Applicant Name ' Project Name Date of Application Marlc J.Nelson 400 Willow Drive Sonth Application Number 9/19/11 W11-18 (completed � 10/3/11) �Attach site locator map. Ty e of Decision: • �Wetland Boundary or Type ❑No-Loss ❑Exemption ❑ Sequencing ❑Replacement Plan ❑Banlcing Plan Techriical Evaluation Panel Findin s and Recommendation if an : � ❑Approve ❑Approve with conditions ❑Deny Summary(or attach): 2.LOCAL GOVERNMENT UNIT DECISION � Date of Decision: 11/14/11 �Approved ❑Approved with conditions(include below) ❑Denied ' LGU Findings and Conclusions(attach additional sheets as necessaty): . A wetland delineation at 400 Willow Drive South in Orono(PID#03-117-23-23-0014)was performed by Svoboda Ecological Resources on Septembei�9 & 13,201 l. The boundary was reviewed in the�eld on October 14,2011 by Minnehaha Creek Watershed District(MCWD)staff. Tlu•ee wetlands were identified on the property(Wetland A,Wetland B,&Wetland C). Wetland A was identi�ed as a Type 2/3 PEMF Wet Meadow/Shallow Marsh wetland,and is identifie8 as an unnamed basin in the Minnesota Department of Natural Resources Public Waters Inventoiy. Wetland B was identif'ied as a Type 2/3 PEMC Wet Meadow/Shallow Marsh wetland. Wetland C was identified as a Type 7 PFOlC Hardwood Swamp(Eggers•&Reed classif'ication clarified per phone conversation with Brian Burgner of Svoboda Ecological Resources on September 29,2011—delineation report indicates "Wooded Swamp"). ' • � . � The boundaries as flagged in the field and described in the delineation report dated September 15,2011 & received on September 19,2011 is approved by the MCWD. This decision is valid for five years. A project on this property may require a permit from the MCWD. BWSR Forms 7-1-10 Page 1 of 3 1 1 For Re lacement Plans usin credits fi•om the State Wetland Banlc Banlc Account# Bank Service Area County Credits Approved for � Withdrawal(sq.ft.or nearest.Ol ' acre) Replacement Plan Approval Conditions. In addition to any conditions specified by the LGU, the approval of a Wetland Replacement Plan is conditional upon the following: � ❑ Financial Assurance: For project-specific replacement that is not in-advance, a financial assurance specified by the LGU must be submitted to the LGU in accordance with MN Rule 8420.0522,Snbp.9(List amount and type in LGU Findings). ❑ Deed Recording: For project-specific replacement, evidence must be provided to the LGU that the BWSR "Declaration of Restrictions and Covenants" and "Consent to Replacement Wetland" forms have been filed with the county recorder's office in which the replaceinent wetland is located. ❑ Credit Withdrawal: For replacement consisting of wetland bank credits, confirmation that BWSR has withdrawn the credits fi•om the state wetland bank as specified in the approved replacement plan. . � Wetlands may not be impacted until all applicable conditions have been met! LGU Authorized Si ature: Signing and mailing of this completed forin to the appropriate recipients in accordance with 8420.0255, � Subp:5 provides notice that a decision was made by the LGU under the Wetland Conservation Act as � specified above. If additional details on the decision exist,they have been provided to the landowner and axe available from the LGU u on re uest. Name Title Catherine Bach � District Technician . Signatu Date Phone Number and E-mail 11/14/11 (952)641-4504 cbach@minnehahacreek.org � THIS DECISION ONLY APPLIES TO THE MINNESOTA WETLAND CONSERVATION ACT. Additional approvals or pei�nits from local, state, and federal agencies may be requu•ed. Check with all appropriate authorities before coinmencing work in or near wetlands. Applicants proceed at theu• own risk if worlc authorized by this decision is started before the time period for appeal(30 days)has expired.If this decision is reversed or revised under appeal,the applicant may be responsible for restoring or replacing all wetland impacts. This decision is valid for three years fi•om the date of decision unless a longer period is advised by the TEP and specified in this notice of decision. 3.APPEAL OF THI5 DECISION . Pursuant to MN Rule 8420.0905, any appeal of this decision can only be commenced by mailing a petition for appeal, including applicable fee,within thirty(30) calendar days of the date of the mailing of this Notice to the following as indicated: � . . Check one: ' ❑ Appeal of an LGU staff decision. Send ❑ Appeal of LGU governing body decision. Send petition and$_fee(if applicable)to: petition and$500 filing fee to: Executive Director � � Minnesota Board of Water and Soil Resources 520 Lafayette Road North BWSR Forms 7-1-10. Page 2 of 3 � 1 � 'c St. Paul,MN 55155 4.LIST OF ADDRESSEES � SWCD TEP member: Stacey Lijewsld—Stacey.lijewslci@co.hennepin.mn.us � BWSR TEP member:Lynda Peterson—Lynda.peterson@state.mn.us ❑ LGU TEP member(if different than LGU Contact): � DNR TEP member: Jack Gleason—john.gleason@state.mn.us � � DNR Regional Office(if different than DNR TEP membei•):Melissa Doperalski— • Melissa.doperalslci@state.mn.us ❑ WD or WMO(if applicable): ' � Applicant(notice'only)and Landowner(if different): Marlc J.Nelson—marlc.nelson@roche.com � Members of the pubIic who requested notice(notice only): Consultant: Svoboda Ecological Resources(David Haar)—davidh@gpsinnovations.com City: Christine Mattson—cmattson@ci.orono.mn.us � Corps of Engnieers Project Mauager(notice only):Melissa Jenny— . Melissa.m.j enny@usace.army.mil ❑ BWSR Wetland Banic Coordinator(wetland bank plan applications ouly) 5.MAILING INFORMATION ➢Ror a list of BWSR TEP representatives:www.bwsr.state.mn.us/aboutbwsi/workareas/WCA areas pdf ➢For a list of DNR TEP representatives:www.bwsr.state.mn.us/wetlands/wca/DNR TEP contacts�df ➢De artment of Natural Resources Re ional Offices: NW Reeion: NE Re ion: Centra]Re�ion: Southern Re f�on: Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg,Env.Assess.Ecol, Reg.Env.Assess,Ecol. Div.Ecol.Resources Div.Ecol.Resources Div.Ecol.Resources Div.Ecol.Resources 2115 Birchmont Beach Rd. 1201 E.Hwy.2 1200 Warner Road 261 Hwy. 15 South NB Grand Rapids,MN 55744 St.Paul,MN 55106 New Ulm,MN 56073 Bemidji,NIN 56601 For a map of DNR Administrative Regions, see:http://files.dnr.state.mn.us/aboutdrv/dnr re�ions pdf ➢For a list of Corps of Project Managers:www,mvp.usace.airnv mil/re�ul�w/default as�?�ageid=687 � or send to: US Army Corps of Engineeis St.Paul District,ATTN: OP-R 180 Fifth St.East,Suite 700 ' St.Paul,MN 55101-1678 � ➢For Wetland Banlc Plan applications,also send a copy of the application to: Minnesota Board of Water and Soil Resources Wetland Banlc Coordinator 520 Lafayette Road North St.Paul,MN 55155 • •6.ATTACHMENTS In addition to the site locator map,list any other attachments; . ❑ ❑ ❑ . ❑ BWSR Forms 7-1-10 Page 3 of 3 r � „ , ; ,`� �� $ R s, --�- �r-"�'°��ca J` „` ��a^.� ` t �.t4 :'r. r .. . . -r`.... ,f:` a p, jk �' '1'.,�;t�-4�a: r ,�`.. �i ""—�� P f) 1 _ „ `, �'f'b i :Y �: �- � . 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( E ti .:iL.. � � �" ._ p i ; � /( (��i:::iii�.L::k�,,,, '�L.,. . — . _. .ni,:,. � �� i. �_�.5�,,. Q . �+!• �J . .::'........ i� � .c. y. ( �•ir � l�'�::::::�..._.:.W.�:�1 ..�:tL.. (� L V5 .� r.. '� •�t /f '11� � .1�i{ ..i.l�lG. ,.li��y .�1La �i.. �.�. � �S \. f�l Y, �� u��, ..w.�.:ti1�+'1 . ..a��. ^/�V`.i�I l` t ��..: � ' .. ��z:...J~�r .�I�. ��.... � ilW s iry ' I � �`ti_•''-.. =�r!G� I� ,u. • ..,:._ T�r! �,� + •, q� ,ti ',y"'�� .-„- ,� .�.�_.�-- �,a. �;��. � Q Approximate Parcel Boundary �-_`��w�-`'- iti�. � ,"—��'`��5`� .w,; .� - �s 1tu. � - r.•� � _ ._ ••� �� ;+ _ � T 17NSR23W �� I��.�flo� l�a� ��-� �. , Overlaid on USGS Topographic Map ��.�'�.SVOBODA 2oli-o23 � {, 0 500 1,000 2,000 400 Willow Drive South „' Ecological Resources � Feet N Orono, MN 1 " t Minn�so�a INe��and C�ns�rvation Act Notic� o�App�ic�tion Local Govermnent Unit(LGT� Address 1Vlinnehaha Creek Wate�shed. District �8202 Minnetonlca Blvd Deephaven,MN 55391 � 1.PROJ�CT INFORMATION Applicant Name ' Project Name Date of Application Mark 3.Nelson 400 Willow Drive South Application Number 9/19/11 WII-18 . T e of A lication(check al1 that a ly): �VJetland Boundaiy or Type ❑No-Loss ❑Exeinption ❑ Sequencing ❑Replacerneut Plan ❑Banking Plan - Summa and descri tion of ro osed roject(attach additional sl�eets as necessa ; Mark J.Nelson has applied for approval of wetland boundaiy&type at the parcel located at 400 Willow Drive Soutli in the city of Orono(PID#03-117-23-23-0014). The application was received on September 19,2011 and completed on October 3,2011. The delineation was perfonned by Svoboda Ecological Resources on � September 9&13,2011. The boundary will be reviewed in the field by MCWD staff. Please note the delineation report erroneously states tliat the 2007 Midwest Regional Supplement was used to delineate the parcel. The 2010 supplement&associated data sheets were used for the delineation per phone conversation with Brian Burgner(Svoboda Ecological Resources)on September 29,2011. . 2.APPLICATION REVIEW AND DECISION Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255, Subp. 3 provides notice that an application was made to the LGU under the Wetland Conseivation Act as specified above. A copy of the application is attached. Coinments can be submitted to: Name and Title of LGU Contact Person Comments inust be received by (minimum 15 Catherine Sach business-day comment period): District Technician November 1,2011{4:30 P1Vn Address(if different than LGU) Date,time,and location of decision: 182'02 MinnetonIca Blvd A decision will be made following field review Deephaven,MN 55391 of the delineation and completion of the comment period. • Phone Number and E-mail Address Decision-maker for this application: (952)641-4504 � Staff cbach n�minnehahacreelc.org ❑Governing Board or Council Signature: I � Date: V I l I BWSR Forms 7-1-10 Page 1 of 2 � ,J 3.LIST OF ADDRESSEES . � SVJCD TEP inember:Stacey Lijewslu—stacey.lijewslci@co.hennepin.mn.us . � � BWSR TEP member:Lynda Peferson—lynda.peterson@state.mn.us ❑ LGU TEP member(if different than LGU Contact): ❑ DNR TEP member: � DNR Regional Office(if different than DNR TEP member):MeIissa DoperaIslu— Melissa.Doperalslci@state.mn.us � ❑ WD or WMO(if applicable): � Applicant(notice only)and Landowner(if different):Marlc J.Nelson—marlc.nelson a roche.com � Membeis of the puUlic who requested notice(notice ouly); � Consultant: Svoboda Ecological Resources(David Haar)—davidh a gpsinnovations.com City: Christine Mattson—cmaEtson@ci.orono.mn.us . � Co�ps of Engineers Projeot Manager(notice only):Meiissa.3enny—Me3issa.m.jenny@usace.army.mil ❑ BWSR Wetland Bank Coordinator(wetland bank plan applications only) 4.MAYLYNG INFORMATION ➢For a list of BWSR TEP representatives:www.bwsr.state:mn.us/contact/WCA areas.pdf ➢For a list of DNR TEP representatives:www.bwsr.state.inn.us/wetlandslwca/DNR TEP contacts.pdf ➢De aifi�nent of Natural Resources Re ional Offices: • NW Reeion: NE Reeion: Central Reeion: Southern Re�ion; Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Div.Ecol,Resources Div.Ecol.Resources Div.Ecol.Resources Div.Ecol.Resources 2115 Birchmont Beach Rd.NE 1201 E.Hwy.2 1200 Warner Road 261 Hwy. 15 South Bemid'i,MN 56601 Grand Ra ids,MN 55744 St.Paul,MN 55106 New Ulm,MN 56073 For a map of DNR Adminishative Regions,see:http://files.dnc.state.mn.us/aboutdnr/dnr re�ions.pdf ➢For a list of Corps of Project Managers:www.mvp.usace.arm .v mil/re u� latorv/default.asp?pageid=687 or send to: ' ➢ . � US Aimy Coips of Engineers St.Paul Disn�ict,AT'TN:OP-R 180 Fifth St.East, Suite 700 St.Paul,MN 55101-1678 � ➢Aor Wetland Bank Plan applications,also send a copy of the application to: � � Minnesota Board of Water and Soil Resources VJetland Bank Coordinator � �520 Lafayette Road North � St.Paul,MN 55155 � 5.ATTACHMENTS �� • In addition to the application,list any other attachments: ❑ . ❑ ' � 0 - . ❑ " ❑ • BWSR Forms 7-1-10 Page 2 of 2 � •• � � � V�! Ir --� �� . . . . . . � � •� • • � �• � . • • �- • C• • . 1. Praject/Site Information D � � � n L.n -� ' u =i I s Project/Site Name: 400 Willow Drive South Local Government Unit: MCW � SEP � 92011 Location (address and/or T, R, Sec.): T117N R23W S03 v 2. Applicant Information Applicant Name: Mark J. Nelson address:809 Halsey Avenue SE City, State, Zip: Buffalo, MN, 55313 E-mai�: mark.nelson@roche.�om Phone: (763)477-6451 . 3. Agent/Consultant Information Company Name (if applicable):SER Contact Person: David Haar • Address: 25580 Nelsine Drive � city, state,zip: Shorewood, MN, 55331 E-mai�: davidh@gpsinnovations.com Pnone: (952)471-1100 4: Description of Request Check all that apply: 0 Wetland Boundary (must attach wetland delineation report) 0 Wetland Type (Eggers & Reed and/or Circular 39 type) ' 5. Signature By signature below,the applicant requests a determination from the Local Government Unit under Minnesota Rules 8420.0225 on the submitted wetland boundary and type information in this application. The app(icant also affirms that they are the owner of the subject property or have permission from the landowner to pursue this determination. �.1J��(.�,�.ti � � �S � �I Applicant or Authorized Agent Signature Date fmportant Notes: � • The applicant may be required to submit multiple copies of the report/information to the LGU.The LGU rnay require the applicant to submit copies directly to Technical Evaluation Panel Members. Check wlth your LGU regarding tl�eir submlffal requiremenfs. • The LGU decision must be rnade in compliance with Minnesota Statutes, section 15.99. For LGU use only S�f � � 2019 Date Received: Page 1 of 1 BWSR Wetland Boundary/Type Application Form 11/10/08 r " � PC Exhibit F o , � Y ,'� ry�+.i ,� ,-.,-�L� sM��4 . 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Y ��h �y,��°�e��, � �, •�'9�'t� _ a +id. �� z�� 'a.- �y' ��. u �U :� , ��. ��' r t s � � ( {� 1: PC Exhibit G � 400 Willow Drive South Summarv Estimate of Fees* Preliminary Subdivision Plat Application: Preliminary Subdivision Application $850+$30/lot � Proposed On-Site Evaluation—review charges $60 per proposed lot Application Escrow(guarantees payment of City's consultant costs) $7,500(as discussed) Estimated cost of City Engineer's review of preliminary plat $7,500 (Actual cost will be billed to property owner) Final Subdivision Plat Application: Final Subdivision Application, including Legal Review and Filing (w/covenants) (Covers first review of documents, if additional time is required,those costs will be billed to the property owner.) $700 Storm Water and Drainage Trunk Fee $3,330/acre ** (paid for the entire plat) Park Fee (8%of Fair Market Value), but no less than $3,250/per lot and no more than$5,550 per lot x#of new lots $5,550/lot Estimated cost of City Engineer's review of final plat $500.00 (Actual cost will be billed to property owner) Final Subdivision Application Fee is paid with the Final Plat application. Storm Water and Drainage Trunk Fee, Park Fee and consultant costs are paid before the final plat is recorded. *Based on 2011 Fee Schedule ** Maximum Fee: For the 2-acre zoning districts, any lot exceeding 4.0 gross acres including wet land, shall be charged a maximum trunk fee equal to the trunk fee for a 4.0 acre parcel. . .� :(� t - . . PC Exhibit H ARTICLE XII. CONSERVATION DESIGN DIVISION 1. GENERALLY Sec. 78-1631. Purpose and intent. The City of Orono as a result of the Rural Oasis Study conducted in 2005 finds that there is an intrinsic link befinreen the natural systems and the valued scenic character that exist throughout the community. The requirements of this conservation design ordinance are meant to preserve and enhance this ecological/aesthetic character by requiring: (1) protection and enhancement of drainageways and water quality; (2) protection and enhancement of ecological communities; (3) reinforcement and establishment of ecological connections throughout the city; (4) augmentation and preservation of viewsheds including corridor enclosure and buffering; (5) preservation and improvement of views; and (6) preservation or reinterpretation of local landmarks. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 78-1632. Applicability. The Conservation Design Master Planning requirements of this article apply to all proposed residential � subdivisions or multi-unit residential developments greater than five acres in total area or guided for urban density (greater than one unit per two acres). � (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 78-1633. Definitions. The following words, terms and phrases, when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning: t Conservation design means a two-phased approach to design and development that maintains or improves ecological assets, provides infrastructure that works with the land, and incorporates people's instinctive desire to experience nature. Some conservation design strategies include: identifying and avoiding sensitive natural features, planning roads along contours, allowing lots to border natural open space, integrating ecological stormwater management, using smaller lots, and educating developer and buyers about the ecological values of the landscape. The first phase entails an inventory and analysis of the potential development site's natural features, existing land uses, and wetland delineation. The second phase entails analyzing the design implications of the findings from the initial phase, alternative stormwater design, and a conceptual design for road and lot layouts. Minnesota Land Cover Classification System (MLCCS) means the Minnesota Land Cover Classification System (MLCCS) displays data on natural/semi-natural and cultural cover types at the highest level of classification. The next four levels of classification each reveal further specifications such as plant types, soil hydrology, impervious surfaces and plant species. Using MLCCS data is the first step in producing a natural resource inventory of a development site. Orono Natural Resource Inventory means an element of the Orono Community Management Plan that displays the ecological connections within and beyond the City of Orono. Corridor enclosure means the nature, appearance and relative degrees of screening provided by roadside vegetation. Corridor enclosure types include: Open enclosure: Long views beyond the right-of-way, no real sense of corridor enclosure. Edged enclosure:Solid wall of vegetation along roadside, views focused along corridor. Tunneled enclosure:Vegetation begins to completely enclose roadway, above and sides, creating a "small scale" ) J�� } roadway experience. � Varied enclosure: Enclosure changes rapidly along corridor, short stretches of open, edged, and tunneled corridor. View analysis means the process of determining whether a view is positive or negative. Positive views:Views of natural areas, water bodies, established parks, wetlands, rural and historic land uses. Negafive views:Views of structures, particularly multi-family residential, institutional, and commercial and industrial uses. Views of power lines, telephone poles and other utility infrastructure. Landmark preservation and enhancement means preserving and maintaining distinct cultural features, landmarks and unique points of local character, both natural and man-made, to maintain a familiar sense of place in the community. Ecological Management Categories: Level 1: Ecological "off-limits" areas, including wetlands and required buffers, historic drainage. Leve12: Ecological opportunities, including existing degraded drainageways and existing degraded ecosystem remnants. Level 3: Ecological possibilities: Areas suitable for stormwater treatment. Note: These Ecological Management Categories are not intended to directly correlate with MLCCS M-34X Natural Community Quality Modifiers. Significant tree stand means a grouping or cluster of coniferous and/or deciduous trees with contiguous crown cover, occupying 500 or more square feet of property, which are comprised of deciduous trees six inches or larger in diameter(d.b.h.)or coniferous trees 12 feet or more in height. Additionally, those forest or woodland remnants identified as high, moderate or good quality in the Orono Natural Resources Inventory shall be considered as significant tree stands. (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 2. BASIC APPLICATION AND PLAN REQUIREMENTS Sec. 78-1634. Application requirements and procedures. . The developer shall follow the steps outlined below as part of the development review process: (1) Review and respond to the Goals and Policies for Environmental Protection and Natural Resource Management as established in the Orono Community Management Plan and the recommendations contained within the Orono Natural Resources Inventory. The intent is to establish the property's ecological connections both within Orono and as part of the regional ecological system. (2) If the property exists adjacent to a documented corridor in the Rural Oasis Study, review and respond to the existing aesthetic and ecological analysis. (3) If the property is not adjacent to a documented corridor in the Rural Oasis Study, developer shall have a qualified consultant prepare a similar analysis and submit it to the city for review. This analysis shall include the documentation of views, corridor enclosure, and landmarks through a plan analysis and photographs. Developer shall be charged a standard fee established in the city fee schedule to cover the expenses of the city in hiring a consultant to review the ecological site analysis submitted by the developer. �.�� (4) Additionally, submit a natural resources inventory of the site, including all of the following elements: a. Review of the MLCCS data pertinent to the site. b. Tree survey, including all significant individual trees greater than six feet diameter, and stands of trees, identifying tree species and size. c. Wetland inventory, including delineation reports. d. Topographic survey indicating existing drainage patterns. e. Analysis of the site based on the findings and recommendations of the Orono Natural Resources Inventory with regards to: •Conceptual greenways and open space corridors; •Existence of rare plant communities; •Potential need for proactive management and protection. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 7 -1635. asic Conservation Design Master Plan requirements and evaluation criteria. The developer shall prepare a Conservation Design Master Plan for development of the property, consisting of written and visual documentation including maps in an acceptable electronic format, addressing the following topics: (1) Consideration of the existing drainage system; (2) Establishment of a stormwater management system, using multi-cell treatment principles, and defining proposed methods of stormwater phosphorus reduction; (3) Removal of invasive species and diseased trees; (4) Protection of significant tree stands and woodlands that support scenic and/or ecological goals, including mitigation of any such stands to be impacted by development activities; (5) Protection of existing wetlands, including augmentation of buffers, mitigation of impacts, and enhancement of degraded systems; (6) Justification and mitigation of any negative impact to ecological communities. "Negative impact" includes any modification to a lower level of ecological community quality, as described by the Minnesota Land Cover Classification System (M-34X Modifiers); (7) Maintenance of ecological connections through site design, as shown on the Orono Natural Resource Inventory; (8) Maintenance and protection of existing positive views, and mitigation of any existing or proposed negative views using appropriate measures such as site layout, screening, building design and coloration, etc.; and (9) Preservation or reinterpretation of existing landmarks. The planning commission and city council shall evaluate the Conservation Design Master Plan to determine whether the proposed development: . (1) Preserves existing drainage patterns and enhances stormwater collection and conveyance by applying an � �L�J ecologically-based multi-cell stormwater management system that improves ecosystems by reducing reliance on manmade infrastructure, reducing downstream runoff of contaminants, and enhancing ecological connections; (2) Includes a program for the removal of invasive species and diseased trees; protects significant tree stands and woodlands that support scenic and/or ecological goals; and includes mitigation of any such stands that will be impacted by development activities; (3) Protects existing wetlands by implementing new buffers or augmenting existing buffers; mitigates identified wetland impacts; and enhances degraded wetland systems; (4) Results in no negative impact to ecological communities of Ecological Management Categories 1 and 2; results in no negative modification of any ecological communities as described by the Minnesota Land Cover Classification System; and establishes, maintains and improves native ecological communities including natural and semi-natural areas to provide wildlife habitat and support natural ecological functions (i.e. drainage, filtering, buffering, etc.); (5) Establishes or maintains ecological connections through site design, as shown on the Orono Natural Resource Inventory that will enhance stormwater collection and conveyance, promote ecological and wildlife corridors, and provide recreational opportunities for residents; � (6) Preserves and where appropriate augments or improves roadway corridor enclosure to promote community aesthetics associated with the city's rural character; preserves open rural views and other aesthetic elements of the landscape; and mitigates the negative visual impacts of development; (7) Preserves, maintains, or reinterprets existing landmarks and unique points of local character, and preserves distinct cultural features that will maintain a familiar sense of place in the community. (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 3. DENSITY ONUS STANDARDS Sec. 7 -1636. Density bonuses for urban density development. For residential development in Orono's defined urban area (zoning districts allowing densities in excess of one unit per two acres, and including properties identified in the Orono Community Management Plan for conversion to urban density)within the ranges of the guided density a density bonus may be allowed if the city council finds that the performance bonus requirements of this division have been met. The city council shall determine the extent of density bonus awarded for such properties. Example: Properties guided in the Community Management Plan for a density range of two--four units per acre have a base density of two units per acre; while the high end of the density range is not guaranteed, the city council at its discretion may allow development at a final density of up to four units per acre through the pertormance bonus process. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 7 -1637. Performance bonus requirements. Within the urban density area, developers have the opportunity to increase the base density by going above and beyond the Basic Conservation Design Master Plan requirement. By implementing a combination of development enhancements that not only preserve but improve the natural characteristics of the property or preserve and enhance existing landmarks, the developer shall become eligible for a density bonus. The extent of such density bonus shall be determined by the city council. Development enhancements include but are not necessarily limited to the following: (1) Reforestation beyond existing woodland limits; (2) Water quality improvements; �.. ;.+ + (3) Improvements in ecological grade of existing communities; (4) Upgrading of edge buffering to maximum, or tunneled, character; and � (5) Major preservation or enhancement of existing landmarks. (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISIO N 4. LONG-TERM PRESERVATION Sec. 7 -163 . Preservation requirements. The developer shall establish and implement measures that will ensure the preservation and maintenance of those elements of the development that are determined to require long-term or permanent protection from development or misuse. Such measures may include but are not limited to: conservation easements; deed restrictions; private covenants; transfer of ownership to agencies such as the Minnesota Land Trust or the Nature Conservancy, or to the city via dedication, etc. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 7 -1639. uyer education. The developer shall establish covenants documenting the elements of the development to be protected and how they are to be protected, and shall establish a defined program for education of the initial purchasers of lots within the development as to the limitations that affect future use of the property. (Ord. No. 67 3rd series, § 1, 1-11-2010) � DIVISION 5. RESOURCES Sec. 7 -1640. Resources. � The primary references for facilitating the conservation design process include the following: •Orono Rural Oasis Study (DSU, 2005). � •2008--2030 City of Orono Community Management Plan, Chapter 3A--Environmental Protection Plan (City of Orono, 2009). •Orono Natural Resources Inventory (Hennepin County Department of Environmental Services/Bonestroo Natural Resources Group, 2006). •Minnesota Land Cover Classification System (MLCCS). � ' (Ord. 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A RUN DATE: 9/19/2011 HENNEPIN COUNTY PROPERTY INFORMATLON SYSTEM(PROPERTY OWNERS LIS'I) PC Exhibit K 38 03-117-23 21 0009 38 03-117-23 23 0006 38 03-117-23 23 0009 STATE OF MINN D&D LEWIS J C MUELLER&K K MUELLER 38 ADDRESS UNASSIGNED 2355 ABINGDON WAY 2240 ABINGDON WAY DNR REAL ESTATE MGMT D&D LEWIS JOHN C&KIMBERLY K MUELLER ATTN DEBBIE GURTIN 2355 ABINGDON WAY 2240 ABINGDON WAY 500 LAFAYETTE RD LONG LAKE MN 55356 LONG LAKE MN 55356 ST PAtJL MN 55155 38 03-117-23 23 0010 38 03-117-23 23 0013 38 03-117-23 23 0014 J T BAKKEN&L L SHAW ABINGDON GLEN ASSOC ARTHUR J NELSON ET AL 2290 ABINGDON WAY 38 ADDRESS UNASSIGNED 400 WII,LOW DR S JEFFREY BAKKEN&LINDA SHAW ABINGDON GLEN HMNRS ASSN ARTHUR J NELSON 2290 ABINGDON WAY GO RESIDENT OF 2205 400 WILLOW DR S LONG LAKE MN 55356 2340 ABINGDON WAY LONG LAKE MN 55356 LONG LAKE MN 55356 38 03-117-23 23 0015 38 03-117-23 23 0016 38 03-117-23 24 0012 MARGARET M P MERKOW JOHN M&CAROL J BUSACKER RICHARD C&BRITT L GAGE 2340 ABINGDON WAY ' 2380 ABINGDON WAY 2180 ABINGDON WAY MARGARET M P MERKOW JOHN M&CAROL J BUSACKER RICHARD C&BRITT L GAGE 2340 ABINGDON WAY 2380 ABINGDON WAY 2180 ABINGDON WAY LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356 38 03-117-23 310001 38 03-117-23 31 0005 38 03-117-23 32 001] 445 BROWN RD SO LLC G A EBBECKE ETAL RICHARD JR&DEBBIE PERRY 445 BROWN RD S 2180 FOX ST 440 WILLOW DR S 445 BRO WN RD SO LLC GEORGE A EBBECKE RICHARD JR&DEBBIE PERRY 440 2ND ST 2180 FOX ST 440 WILLOW DR S EXCELSIOR MN 55331 LONG LAKE MN 55356 LONG LAKE MN 55356 38 03-117-23 32 0012 38 03-117-23 32 0013 38 03-117-23 32 0014 WII.LIAM P&CYNTHIA J BOWMAN KARAYN R CLTNNINGTON TRUSTEE A MYHRAN&LM MYHRAN 450 WILLOW DR S 2300 FOX ST 2280 FOX ST WILLIAM P BOWMAN KARAYN RAE C[JNNINGTON ANDERS MYHRAN CYNTHIA J BOWMAN 2300 FOX ST 2280 FOX ST 450 WILLOW DR S LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356 38 03-117-23 32 0017 38 03-117-23 32 0018 38 03-117-23 32 0019 EDGE MOOR LLC EDGE MOOR LLC RANDALL 7 HOGAN/SARA G HOGAN 500 WILLOW DR S 540 WILLOW DR S ' 2260 FOX ST RANDALL HOGAN&SARA FIOGAN RAND'ALL HOGAN&SARA AOGAN RANDpLL J HOGAN/SARA G HOGAN 2260 FOX ST 2260 FOX ST 2260 FOX ST ORONO MN 55356 ORONO MN 55356 LONG LAKE MN 55356 38 04-!17-23 14 000] 38 04-117-23 14 0002 38 04117-23 14 0003 STATE OF MINNESOTA ANN K CARPENTIER ET AL WILLIAM R PRIEDEMAN JR 38 ADDRESS UNASSIGNED 305 WILLOW DR S 405 WII.LOW DR S DNR REAL ESTATE MGMT ANN K CARPENTIER WILLIAM R PRIEDEMAN JR ' ATTN DEBBIE GURTIN 305 WILLOW DR S 405 WILLOW DR S 500 LAFAYEITE RD LONG LAKE MN 55356 LONG LAKE MN 55356 ST PAUL MN 55155 _. _. - � RECEIVED � _.-� {, i ; _ _ SEP 21 2011 :�� CITY OF ORdNO � � � „� � � � RUiV DATE: 9/192011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'1� PAGE: Z 38 04-ll7-23 41 0012 � SHAYNE ANN ERNZER 505 WILLOW DR S SHAYNE ANN ERNZER • 505 WILLOW DR S LONG LAKE MN 55356 I CERTIFY THAT THE FACTS REPRESENTED ARE AN Q.CCURATF..QlND TRUE REPRESENCATION OF INFORMATION ' � AS IT APPEARS THIS DATE ON THE RECOI�� HENNE CO�ITY T �YER SERVICES DEPARTMENT. DATE: SFP � a 7O�i BY� '` ,!� �i �' , %..�� L��J �f � � � �- � '�� RECEI�/Ei� � . SEP 21 2011 :'' � � � ci-�r oF o�t��tc� �� - ,�