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Home My WebLink About04-15-2024 Planning Commission PacketAgenda Planning Commission Monday, April 15, 2024, 6:00 PM 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 /oronomn.gov 1. Call to Order 2. Pledge of Allegiance 3. Approval of Agenda 4. Approval of Minutes 4.1. Planning Commission Minutes of March 18, 2024 5. Public Hearings 5.1. LA24-000006, Sven Gustafson, 1359 Park Drive, Variances (Natalie Nye) 5.2. LA24-000010, Westwood Professional Services o/b/o Wayzata Country Club, 200 Wayzata Boulevard West, Interim Use Permit (IUP) (Natalie Nye) 5.3. #LA24-000015, Patrick & Anne Sutter, 200 Big Island, Variances (Staff: Melanie Curtis) 5.4. LA24-000016, Steve Fisher, 3339 Crystal Bay Road, Variances (Natalie Nye) 6. Old Business 6.1. #LA23-000062, Granite Companies LLC o/b/o Travis & Sara Wildenberg, 3838 Cherry Avenue, After-the-Fact Conditional Use Permit for Lakeshore Walls (Staff: Melanie Curtis) 7. Other Items 8. Adjournment Audience Members: Information regarding each of the agenda items is available on the city website under meetings and in the public packet located in the lobby near the entrance. Applicants will be asked to move to the lectern to answer questions after staff presents the application. The Planning Commission is an advisory body to the City Council. If action is taken on any items on this agenda, they will be scheduled for an upcoming City Council meeting. A quorum of the City Council may be in attendance of a Planning Commission meeting to hear comments made, though no action or deliberation of the Council will occur. Sign up for email notifications at https://www.oronomn.gov/ 1 Date: April 15, 2024 Item: 4.1 Presenter: Laura Oakden, Community Development Director Section: Approval of Minutes Title: Planning Commission Minutes of March 18, 2024 1.Purpose: Approve the Planning Commission Minutes of March 18, 2024 2.Planning Commission Action Requested: Approve the Planning Commission Minutes of March 18, 2024 AGENDA ITEM Exhibits 03.18.2024 Planning Commission Minutes.pdf 2 Minutes Planning Commission Regular Meeting Monday, March 18, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 1 of 4 Chair Bollis called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. 1. ROLL CALL Orono Planning Commission members present: Chair Chris Bollis, Commissioners Mark McCutcheon, Jon Ressler and Bob Erickson. Commissioners Ted Schultze, Dennis Libby and Gary Kraemer were absent. Staff present: Community Development Director Laura Oakden, City Planner Melanie Curtis, and City Planner Natalie Nye. 2. APPROVAL OF AGENDA Ressler moved, McCutcheon seconded, to approve the Agenda. VOTE: Ayes 4, Nays 0. 3. APPROVAL OF PLANNING COMMISSION MEETING MINUTES OF FEBRUARY 20, 2024 Ressler moved, McCutcheon seconded, to approve the minutes of the Orono Planning Commission meeting of February 20, 2024. VOTE: Ayes 4, Nays 0. 4. PUBLIC HEARINGS 4.1. LA24-000008, GreenWood Design Build – o/b/o Brenda Iverson, 1850 Lakeside Trail, variance. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and deny the resolution approving a variance for increasing the driveway width from 8 to 12 feet. The Planning Commission discussed the item and asked questions of staff and the applicant, Doug Cutting of GreenWood Design Build. Chair Bollis opened the public hearing at 6:09 p.m. There were no comments from the public. Chair Bollis closed the public hearing at 6:09 p.m. Commissioners discussed the request, noting that the width of the driveway area including the gavel at the sides is already a 12-foot width so no further grading would be required next to the creek and although they could see the reason for the staff recommendation to deny they could also see the safety reasons for a wider driveway. It was noted many delivery trucks and most emergency vehicles have a wheelbase of eight feet. It was suggested 10 feet might be reasonable as the drive is close to a creek and run-off needs to be contained, but the commission was not asked to redesign the proposal. The drive is long, winds and has changes in grade. Ressler moved, Erickson seconded, to approve LA24-000008 as applied, 1850 Lakeside Trail, Variance. VOTE: Ayes: 3, Nays 1 (McCutcheon). 3 Minutes Planning Commission Regular Meeting Monday, March 18, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 2 of 4 4.2. LA24-000009, Revision LLC, 797 Ferndale Road N., Variance The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the variance request for average lakeshore setback. The Planning Commission discussed the item and asked questions of staff and the applicant, Irv Fish, currently of 630 Indian Mound, Wayzata. Chair Bollis opened the public hearing at 6:24 p.m. Mark Doepke, 265 Hollander Road; Jennifer Grudnowski, 793 Ferndale Road N.; and Paul Bruer, 275 Hollander Road, provided comments. Chair Bollis closed the public hearing at 6:51 p.m. Commissioners pointed out there is no buildable site on the property outside of the average lakeshore setback and that is the practical difficulty, but the proposal is that all other aspects of the plan would meet code. They said the proposal was pretty conservative and that as the plan goes toward the build stage, the other concerns of the neighbors would be addressed. They said it will be a big change for the neighborhood to have a long-vacant lot built on, so they understand the concerns of the neighbors, but it is a privately-owned lot and if it can meet code, it can be built on. The only consideration for Commission action at that time is the variance for average lakeshore setback. All other aspects will be reviewed by the City Engineer. Anything outside of code would need to come back for a variance. Although not required at this stage it was suggested before the variance goes to the City Council it would be good if the applicant would provide more illustrations with more details on the building plan and what trees would be retained and removed. McCutcheon moved, Ressler seconded, to approve LA24-00009, 797 Ferndale Road N., Variance. VOTE: Ayes: 4, Nays 0. 4.3. LA24-000011, Robey Construction o/b/o Steve Streich, 1487 Shoreline Dr.,Variances The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the request for multiple variances for an addition. The Planning Commission discussed the item and asked questions of staff and the applicant, Tom Robey, Robey Construction. Chair Bollis opened the public hearing at 7:16 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:16 p.m. Commissioners noted the applicant is planning to remove more hardcover than they are adding and the addition is small and would not be seen from neighboring houses. The house is non-conforming as it exists. 4 Minutes Planning Commission Regular Meeting Monday, March 18, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 3 of 4 McCutcheon moved, Bollis seconded, to approve LA24-000011, 1487 Shoreline Dr., Variances as applied. VOTE: Ayes: 4, Nays 0. 4.4. LA24-000012, Robert Breon, 2700 Casco Point Road, Variances. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the request for variances after discussing some aspects with the applicant. The proposal is to replace the original home with a new home built onto an existing detached garage. The Planning Commission discussed the item and asked questions of staff and the applicant, Robert Breon, 2700 Casco Point Rd. Chair Bollis opened the public hearing at 7:30 p.m. Luann Runkle, 2684 Casco Point Road; and Jeff Loehmann, 2710 Casco Point Road provided comments. Chair Bollis closed the public hearing at 7:38 p.m. Commissioners called it a conservative approach to build onto an existing structure, noting the small size of the lot. Hardcover and setback are being improved, though the building would be going higher. Ressler moved, McCutcheon seconded, to approve LA24-000012, 2700 Casco Point Road, Variances as applied. VOTE: Ayes: 4, Nays 0. 4.5. LA24-000013, City of Orono Text Amendment: Phase 2 of the City’s Recodification of City Code The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the proposed text amendment which is part of the City’s overall recodification process. The last time the City recodified was in 2003. The Planning Commission discussed the item and asked questions of staff. Chair Bollis opened the public hearing at 8:03 p.m. There were no public comments. Chair Bollis closed the public hearing at 8:03 p.m. Commissioners pointed out the recodification is for edits and clean-ups, not policy changes. Staff noted they were withdrawing 17-1682 of the proposed text amendments at this time. Ressler moved, McCutcheon seconded, to approve LA24-000013, City of Orono Text Amendment: Phase 2 of the City’s Recodification of City Code with the exception of 17-1682. VOTE: Ayes: 4, Nays 0. 5 Minutes Planning Commission Regular Meeting Monday, March 18, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 4 of 4 5. OTHER ITEMS Community Development Director Oakden reported the Commissioners up for reappointment had all been reappointed by the City Council. These included Erickson, Libby and Ressler. She reported on City Council action on several applications that had been previously seen by the Planning Commission. 6. ADJOURNMENT Ressler moved, McCutheon seconded, to adjourn the Planning Commission Meeting at 8:14 p.m. to April 15, 2024. VOTE: Ayes 4, Nays 0. ATTEST: _________________________________________ Christopher Bollis, Chair 6 Date: April 15, 2024 Item: 5.1 Presenter: Natalie Nye, Planner Section: Public Hearings Title: LA24-000006, Sven Gustafson, 1359 Park Drive, Variances (Natalie Nye) 1.Purpose: The applicant is requesting variances for lot area, lot width, and hardcover to exceed 25% in order to construct a new home. 2.MN§15.99 Application Deadline: The application was received on February 6, 2024 and deemed complete on February 23, 2024. The 60-Day timeline for review expired on April 23, 2024, however staff administratively extended the deadline by an additional 60 days and therefore the new review deadline is June 22, 2024. 3.Background: The applicant is proposing to demolish the existing home on the property and construct a new home in a similar location. The subject property is currently over on hardcover with approximately 33.9% hardcover when 25% is the maximum permitted. The proposal includes keeping the existing detached garage and nonconforming deck and pool. The proposed home will meet all required setbacks and the proposal will reduce overall hardcover. While the proposed hardcover will be a reduction, it will still be over the maximum at approximately 29.6% and thus requiring a variance. Additionally, the subject property is nonconforming in size and width for the LR-1B District with an area of approximately 0.6 acres when 1 acre is required and 50 feet in width when 140 feet is required. Therefore, in order to construct a new home on the substandard lot, variances for lot area and lot width are requested. 4.Public Comment: Neighbor acknowledgment forms were provided by the applicant and are included in Exhibit I. 5.Staff Recommendation: Staff is supportive of the requested variances for lot area, lot width, front yard, and hardcover in order to construct a new single-family home. 6.Planning Commission Action Requested: Motion to recommend approval of variances for lot area, lot width, and hardcover over 25% for the construction of a new home at 1359 Park Drive. AGENDA ITEM Exhibits Exhibit A - Staff Report Exhibit B - Application Exhibit C - Practical Difficulties Documentation Form 7 Exhibit D - Narrative Exhibit E - Proposed Survey Exhibit F - Plans Exhibit G - Existing Survey Exhibit H - Hardcover Calculations Exhibit I - Neighbor Acknowledgment Form Exhibit J - Address List & Map 8 Date Application Received: 02/06/2024 Date Application Considered as Complete: 02/23/2024 120-Day Review Period Expires: 06/22/2024 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Natalie Nye, Planner Date: April 15, 2024 Subject: #LA24-000006, Sven Gustafson, 1359 Park Drive - Variance - Public Hearing Background The applicant is proposing to demolish the existing home on the property and construct a new home in a similar location. The subject property is currently over on hardcover with approximately 33.9% hardcover when 25% is the maximum permitted. The proposal includes keeping the existing detached garage and nonconforming deck and pool. The proposed home will meet all required setbacks and the proposal will reduce overall hardcover. While the proposed hardcover will be a reduction, it will still be over the maximum at approximately 29.6% and thus requiring a variance. Additionally, the subject property is nonconforming in size and width for the LR-1B District with an area of approximately 0.6 acres when 1 acre is required and 50 feet in width when 140 feet is required. Therefore, in order to construct a new home on the substandard lot, variances for lot area and lot width are requested. Practical Difficulties Analysis Applicant Submittal Information: The applicant has identified the property’s very narrow lot and existing conditions as practical difficulties. The property is 26,185 square feet (0.6 acres) and currently over the maximum hardcover with approximately 33.9% hardcover. The location of the existing home and proposed home require a long driveway. The applicant has indicated that moving the proposed home location toward the street to reduce the driveway length would eliminate the current lake views. The proposal will reduce the overall hardcover to about 29.6% and the new home will meet all required setbacks including the average lakeshore setback. The current site has a detached accessory garage, which is proposed to remain. The property also contains a nonconforming deck and pool as it does not meet the side yard setback requirements. The applicant is proposing to keep this pool and deck structure. Per City code, they are permitted to keep this nonconformity or rebuild it “in-kind”. Planning Staff Practical Difficulty Analysis: Staff agrees with the applicant’s assessment. The property is narrow and the proposed placement of the home is reasonable. The property is substandard and approximately 50 feet wide where the home is to be placed. There are existing structures on the property that are permitted to remain. Staff is supportive of the construction of a new home that meets the zoning requirements. Staff is generally supportive of hardcover variances when the overall hardcover has been reduced in an effort to bring the lot closer to conformance. The proposal will reduce hardcover on the site by 1,125 square feet. The proposed home is well behind the 5-foot lake setback and average lakeshore setback being approximately 142 feet from the OHWL. The Planning Commission should discuss the existing pool and deck that are nonconforming. While it is permitted to remain, removing it or reducing the size could bring the property even closer to compliance. Application Summary: The applicant is requesting variances for lot area, lot width, and hardcover to exceed 25% for the construction of a new home. Staff Recommendation: Planning Department Staff recommends approval. 9 PC Exhibit A FILE #LA24-000006 April 15, 2024 Page 2 of 5 LOT ANALYSIS WORKSHEET Section 78-330 & 78-1279 – Setbacks: LR-1B District Required Existing Proposed Rear (Street) 30’ 192’ 190’ North Side 7.5’ 17.3’ 7.7’ South Side 7.5’ 6.8’ 7.5’ Lakeshore 75’ 142.5’ 146’ Average Lakeshore Compliant Compliant Section 78-330 – Lot Area/Width: LR-1B District Lot Area Lot Width Required 43,560 s.f. (1.0 acres) 140’ Actual 26,185 s.f. (0.6 acre) 52’ @ 75’ / 50.5’ @ OHWL Section 78-1403 – Structural Building Coverage: Total Lot Area Total Structural Coverage 26,185 s.f. (0.6 acre) Allowed: 5,237 s.f. (20%) Existing: 2,942 s.f. (11.2%) Proposed: 3,090 s.f. (11.8%) Section 78-1680 and 78-1700 – Hardcover Calculations: Stormwater Overlay District Tier Total Area Allowed Hardcover Existing Hardcover Proposed Hardcover Tier 1 26,185 s.f. 6,546.25 s.f. (25%) 8,877 s.f. (33.9%) 7,752 s.f. (29.6%) Applicable Regulations: Lot Area and Lot Width Variances (Section 78-350) Zoning Code Section 78-72 provides options for the redevelopment of lots which do not meet the minimum area or width requirements for the respective zoning district. Substandard properties within the Shoreland Overlay District, such as the subject lot, are able to be redeveloped without variances if specific standards are met; such as: 1. All setback requirements can be met; 2. A Type 1 sewage treatment system consistent with Minnesota Rules, chapter 7080, can be installed or the lot is connected to a public sewer; and 3. The impervious surface coverage meets all hardcover location and square footage restrictions of this chapter and the total square footage of hardcover does not exceed 25 percent of the entire lot area. 4. All other zoning district standards can be met. The applicant’s request for a hardcover variance results in the property’s inability to conform to all of the standards above. Therefore, lot area and lot width variances are required in order to redevelop the property. The ability to develop the property consistent with other existing developed properties in the neighborhood would be limited if the area and width variances were not granted. Hardcover Variance (Section 78-1680) The existing hardcover on the property is approximately 33.9% of the total area which is over the Tier 1 10 FILE #LA24-000006 April 15, 2024 Page 3 of 5 maximum of 25%. The property is nonconforming in both size and width. The proposal will reduce the hardcover from 33.9% to 29.6%, but will still require a variance to exceed 25%. The applicant could also consider the use of some permeable pavers in order to gain a 100 square foot credit. The Planning Commission should discuss the existing deck and pool that is to remain and how the reduction of that encorachment could bring the property closer to conformance. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The subject property is substandard in both size and width. The property is 0.6 acres in size and 50 feet in width when the zoning district requires a minimum of 1 acre in size and 140 feet in width. The existing property is also over on hardcover and contains structures that are nonconforming to the required setbacks. The proposal is to demolish the existing home and build a new home that meets all required setbacks; however, the applicant is proposing to keep the existing deck and pool which are not conforming to the side yard setback. The overall project will reduce overall hardcover, but will not be brought down completely to compliance of 25%. The proposed project will bring the property closer to conformance and allow the applicant to rebuild on the substandard lot. The construction of a new home is in harmony with the general intent of the Ordinance due to the practical difficulties present. This criterion is met. 2. The variance is consistent with the comprehensive plan. The variances resulting in a new single- family home is consistent with the Comprehensive Plan. The applicant has identified the necessary practical difficulties inherent to the land supporting their requests. The proposal will reduce the overall hardcover on the site which is consistent with the goals of the Comprehensive Plan. This criterion is met. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The construction of a new single-family home is a reasonable use of the property. The proposed home will meet all required setbacks and reduce the overall hardcover on the site. This criterion is met. 11 FILE #LA24-000006 April 15, 2024 Page 4 of 5 b. There are circumstances unique to the property not created by the landowner; The substandard lot size and width and the location of the existing structures are not the result of the current property owner’s actions; and c. The variance will not alter the essential character of the locality. The proposed variances resulting in the construction of a new home are supported by practical difficulties and will not alter the character of the area. This criterion is met. Additionally, City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as a residential home is a permitted use in the LR-1B District. 7. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The substandard lot area, lot width, and location of the existing structures are unique conditions to this specific property. This criterion is met. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. The unique conditions of the property do not apply to other land or structures in the neighborhood or district. This criterion is met. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The subject property is very narrow as it is substandard for the district. The property is also currently over on hardcover. Although the proposal reduces overall hardcover, the requirement of 25% is not achieved. And therefore, variances are also required for lot area and lot width. The substandard lot and existing structures on the property are practical difficulties and without relief from the code, a new home on the property could not be built. This criterion is met. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances will not adversely impact health, safety, comfort, or morals of the community. The proposed home will meet all required setbacks and the overall hardcover on the site will be reduced by over 1,000 square feet. This criterion is met. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The variances allow for the construction of a new 12 FILE #LA24-000006 April 15, 2024 Page 5 of 5 home, while improving the overall hardcover on the site from 33.9% to 29.6% total hardcover. The substandard lot size and existing conditions create practical difficulty when redeveloping the site. This criterion is met. The Commission may recommend or Council may impose conditions in granting of variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments Neighbor acknowledgment forms were provided by the applicant and are included in Exhibit I. Issues for Consideration 1. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Planning Commission find that the variance (s), if granted, will not alter the essenti al character of the neighborhood? 3. Does the Commission find the reduction in hardcover to be adequate? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Staff recommends approval of the variance requests for lot area, lot width, and hardcover for the construction of a new home. 13 4/10/24, 2:42 PM Permit Details | Citizenserve https://www3.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=14170370&WorkOrder_ID=881…1/1 Land Use Application Summary Application Date:02/06/2024 Address:1359 Park Drive Orono, MN 55364 Parcel Number:0711723410082 Land Use Number:LA24-000006 Application Submitted By:Agent on behalf of property owner Owner:Name: ROBERT G & SUSAN M EASTMAN Address: 1359 PARK DR MOUND MN 55364 Applicant:Name: Sven Gustafson Company: Stonewood Address: 153 Lake St. E Wayzata, MN 55391 sven@stonewood.com Contact Information:Associated Contact: Associated Contact: Associated Contact: Associated Contact: Project Description:Variance for setbacks and hardcover Land Use Application Type:Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application Applicant Signature: 14 PC Exhibit A 4/10/24, 2:42 PM Permit Details | Citizenserve https://www3.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=14170370&WorkOrder_ID=881…1/2 PRACTICAL DIFFICULTIES DOCUMENTATION FORM LA24-000006 1. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Chapter. Response: a. Reasonable Use: The property's unique shape limits conventional use, necessitating a variance for a reasonable redesign. 2. The plight of the landowner is due to circumstances unique to his property not created by the landowner. Response: b. Unique Circumstances: These limitations, particularly the narrowness and existing non- conforming structures, were not created by us but are inherent to the property. 3. The variance, if granted, will not alter the essential character of the locality. Response: c. Preserving Locality Character: Our design ensures the essential character of the locality is not only maintained but enhanced, respecting views and neighborhood aesthetics. 4. Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter. Response: 4. Beyond Economic Consideration: This application is driven by practical difficulties, not solely economic considerations. 5. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minnesota Statutes, Section 116J.06, Subd. 2, when in harmony with this Chapter. Response: 5. Solar Energy Considerations: Our design ensures compliance with solar energy access where applicable, although it's not a primary concern in this context. 6. The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not allowed under this Chapter for property in the zone where the affected person's land is located. Response: 6. Compliance with Zoning Use: Our proposed use is permissible under Orono City Code Chapter 78 for this residential zone. 7. The Board or Council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. Response: 7. Temporary Use Variance: Not relevant to our application. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. Response: 8. Special Conditions: The property's shape and existing structures present special conditions unique to this property. 15 PC Exhibit C 4/10/24, 2:42 PM Permit Details | Citizenserve https://www3.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=14170370&WorkOrder_ID=881…2/2 9. The conditions do not apply generally to other land or structures in the district in which said land is located. Response: 9. Unique to the Property: These conditions are peculiar to our property and do not apply generally to other land or structures in the district. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Response: 10. Preservation of Property Rights: The variance is necessary to preserve and enjoy substantial property rights given the property's unique constraints. 11. The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code. Response: 11. Public Welfare: The proposed project will not impair public health, safety, comfort, or morals and aligns with the chapter's intent. 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. Response: 12. Necessity Beyond Convenience: This variance is necessary to address demonstrable difficulties due to the property's unique layout and constraints, going beyond mere convenience. 16 The following outlines our ra1onale for our variance applica1on concerning the property at 1359 Park Drive, Orono. This project, entailing the demoli1on and reconstruc1on of a home on its exis1ng footprint, presents a unique set of circumstances that we believe strongly jus1fy the approval of our request. The property in ques1on is dis1nc1vely narrower compared to others in the neighborhood, a characteris1c most pronounced at the loca1on of the current home. This unusual configura1on significantly constrains the poten1al for development, dicta1ng the necessity of a two-car aHached garage due to space limita1ons. The existence of a detached garage, though contribu1ng to a higher impervious surface area than typically allowed, is an essen1al component of the property, serving crucial storage needs that the main structure cannot accommodate. Our proposal takes into careful considera1on the balance between respec1ng the exis1ng non- conforming structures, such as the deck and pool, and the impera1ve to adhere to local zoning ordinances. While we are constrained from improving the setbacks for these structures, our plan includes reaHaching them to the new home in a manner that aligns with their current configura1on, thereby maintaining the integrity and character of the property. Furthermore, the project offers significant environmental and neighborly benefits. We are commiHed to reducing the overall impervious surface on the property, a step forward in sustainable land use. This reduc1on includes the removal of a por1on of a retaining wall that currently encroaches on neighboring property, thereby rec1fying a longstanding boundary issue and enhancing neighbor rela1ons. A key aspect of our proposal involves maintaining the current posi1oning of the home. While moving the structure closer to the street could poten1ally reduce the driveway length and impervious surface area, such a reloca1on would result in the home being posi1oned behind neighboring homes, subsequently obstruc1ng cherished views of the lake. The current placement of the home, therefore, represents a prac1cal difficulty that underpins our variance request. In summary, our proposal for 1359 Park Drive is borne out of prac1cal challenges unique to the property's dimensions and exis1ng structures. We are commiHed to a development approach that is environmentally considerate, respects neighborhood character, and addresses prac1cal difficul1es inherent to the site. We believe that this variance is not only reasonable but necessary for the realiza1on of a project that aligns closely with community values and planning objec1ves. The following points outline our posi1on in alignment with MN §462.357 Subd. 6(2) and City Code 78-123: 17 PC Exhibit D 1. Harmony with Ordinance: Our proposal is in harmony with the general intent and purpose of the ordinance. By maintaining the exis1ng non-conforming structures and improving upon them, we respect the original layout and design of the property. 2. Consistency with Comprehensive Plan: The rebuild aligns with the comprehensive plan, enhancing residen1al development while respec1ng the exis1ng neighborhood fabric. 3. Prac1cal Difficul1es: a. Reasonable Use: The property's unique shape limits conven1onal use, necessita1ng a variance for a reasonable redesign. b. Unique Circumstances: These limita1ons, par1cularly the narrowness and exis1ng non-conforming structures, were not created by us but are inherent to the property. c. Preserving Locality Character: Our design ensures the essen1al character of the locality is not only maintained but enhanced, respec1ng views and neighborhood aesthe1cs. 4. Beyond Economic Considera1on: This applica1on is driven by prac1cal difficul1es, not solely economic considera1ons. 5. Solar Energy Considera1ons: Our design ensures compliance with solar energy access where applicable, although it's not a primary concern in this context. 6. Compliance with Zoning Use: Our proposed use is permissible under Orono City Code Chapter 78 for this residen1al zone. 7. Temporary Use Variance: Not relevant to our applica1on. 8. Special Condi1ons: The property's shape and exis1ng structures present special condi1ons unique to this property. 9. Unique to the Property: These condi1ons are peculiar to our property and do not apply generally to other land or structures in the district. 10. Preserva1on of Property Rights: The variance is necessary to preserve and enjoy substan1al property rights given the property's unique constraints. 11. Public Welfare: The proposed project will not impair public health, safety, comfort, or morals and aligns with the chapter's intent. 12. Necessity Beyond Convenience: This variance is necessary to address demonstrable difficul1es due to the property's unique layout and constraints, going beyond mere convenience. 18 In conclusion, the unique aspects of the property, including its shape and exis1ng structures, necessitate the proposed variance to achieve a design that is both func1onal and in harmony with the neighborhood. We believe our applica1on meets all the criteria for gran1ng a variance and respecgully request your approval. 19 PC Exhibit E20 PC Exhibit F21 22 23 1359 24 1359 25 1359 26 2726'-3"24'-10 1/2" 28 29 30 PC Exhibit G31 City of Orono Hardcover Calculation Worksheet Property Address: 1359 Park Drive Prepared by: Thomas M. Bloom P.L.S. No. 42379 Date: 11/28/2023 Stormwater Quality Overlay District Tier: (Circle one)Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example)(Garage) (24' x 30') (720) S.F. A House 1,891 S.F. B Garage 970 S.F. C Driveway 3,761 S.F. D Shed 81 S.F. E Deck (including Pool) 1722 S.F. F Walk 74 S.F. G Concrete Apron 77 S.F. H Gravel & Stone Walk 301 S.F. I Retaining Walls 212 S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover 9,089 S.F. Excludable Hardcover (See City Code Sec 78‐1684) Retaining Walls 212 S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 212 S.F. (3) Net Existing Hardcover 8,877 S.F. (4) Total Lot Area 26,185 S.F. Existing Hardcover Percentage [(3) / (4)]33.90% 32 PC Exhibit H ADVANCE SURVEYING & ENGINEERING CO. I hereby certify that this report was prepared by me or under my direct supervision and that I am a licensed professional land surveyor under the laws of the State of Minnesota. Thomas M. Bloom Thomas M. Bloom P.L.S. No. 42379 Step 2: PROPOSED HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example)(Garage) (24' x 30') (720) S.F. A House 2,071 S.F. B Garage 970 S.F. C Driveway 2,667 S.F. D Front Stoop 49 S.F. E Deck (including Pool) 1429 S.F. F Walk 188 S.F. G Concrete Apron 77 S.F. H Gravel & Stone Walk 301 S.F. I Retaining Walls 162 S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover 7,914 S.F. Excludable Hardcover (See City Code Sec 78‐1684) Retaining Walls 162 S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 162 S.F. (3) Net Proposed Hardcover [Subtract line (2) from line (1)] 7,752 S.F. (4) Total Lot Area 26,185 S.F. Proposed Hardcover Percentage [(3) / (4)]29.60% 33 PCExhibit I34 38 07-117-23 41 0003 CITY OF ORONO PO BOX 66 CRYSTAL BAY MN 55323 38 07-117-23 41 0015 PROPERTY MOTHERS LLC 4720 WATERTOWN RD ORONO MN 55359 38 07-117-23 41 0016 JEFFREY D CRAIG 1205 ELMWOOD AVE MOUND MN 55364 38 07-117-23 41 0017 JOHN PERKINS 1265 ELMWOOD AV MOUND MN 55364 38 07-117-23 41 0018 JIM THEISEN 1295 ELMWOOD AVE MOUND MN 55364 38 07-117-23 41 0021 ELMWOOD COTTAGE LLC 110 MINNETONKA AVE S WAYZATA MN 55391 38 07-117-23 41 0029 SABRINA KAY VLECK 1301 NORTH ARM DR MOUND MN 55364 38 07-117-23 41 0030 TROY PATRIN 2625 COMMERCE BLVD MOUND MN 55364 38 07-117-23 41 0031 ANDREA M REICHERT 1305 NORTH ARM DR MOUND MN 55364 38 07-117-23 41 0032 ANN & LORIN DERBY 1317 NORTH ARM DR MOUND MN 55364 38 07-117-23 41 0066 SCOTT W & NANCY MALCHOW 1361 NORTH ARM DR MOUND MN 55364 38 07-117-23 41 0071 M & G RASMUS 1388 PARK DR MOUND MN 55364 38 07-117-23 41 0072 SHAWN C YORAWAY ANNETTE D YORAWAY 1390 PARK DR MOUND MN 55364 38 07-117-23 41 0074 RICHARD O NORUM SHANNON R NORUM 1400 PARK DR MOUND MN 55364 38 07-117-23 41 0075 ALEXANDRA B HEMPHILL 1311 N MAIN ST MIAMI OK 74354-3324 38 07-117-23 41 0079 CONNOR WALSH/ANNALISE WALSH 1375 PARK DR MOUND MN 55364 38 07-117-23 41 0080 ADAM ROSELL & JESSICA ROSELL 1365 PARK DR ORONO MN 55364 38 07-117-23 41 0081 ANDREW O'BRIEN CARRIE O'BRIEN 1331 NORTH ARM DR MOUND MN 55364 38 07-117-23 41 0082 ROBERT G & SUSAN M EASTMAN 1359 PARK DR MOUND MN 55364 38 07-117-23 41 0083 JASON & STEFANIE HUESMANN 1300 LOMA LINDA AVE MOUND MN 55364 38 07-117-23 41 0084 HEIDI MARTY TODD MIKKELSON 1350 NORTH ARM DR MOUND MN 55364 38 07-117-23 41 0085 J V GAMBONE & W JOHNSON 1360 N ARM DR ORONO MN 55364 38 07-117-23 41 0086 SCOTT H SHEKELS 1345 NORTH ARM DR ORONO MN 55364 38 07-117-23 41 0088 DAMON KENTON 1304 ELMWOOD AVE MOUND MN 55364 38 07-117-23 41 0089 DANIEL DAHLIN CAROLYN DAHLIN 1290 LOMA LINDA AVE MOUND MN 55364 38 07-117-23 41 0090 ERIN TULLY 1355 NORTH ARM DR MOUND MN 55364 38 07-117-23 41 0096 DAYTON F & TERESA K LARSON 1376 PARK DRIVE ORONO MN 55364 38 07-117-23 41 0097 ELIZABETH A KEENAN-BROWN 1368 NORTH ARM DR MOUND MN 55364 38 07-117-23 42 0012 CHRISTOPHER JOHN CAMERON AMANDA NICOLE CAMERON 1399 PARK DR MOUND MN 55364 38 07-117-23 42 0013 MELISSA M MAIN 1422 PARK DR MOUND MN 55364 35 PC Exhibit I 38 07-117-23 42 0016 FREDERICK J SHEARER KAREN E SHEARER 2007 NW LAUREL OAK LA PALM CITY FL 34990 38 07-117-23 42 0038 CRIS ALAN BURGER 1379 PARK DR MOUND MN 55364 38 07-117-23 42 0042 BRIAN J BRANTNER 1415 PARK DR MOUND MN 55364 38 07-117-23 44 0074 CITY OF ORONO PO BOX 66 CRYSTAL BAY MN 55323 36 He nn epin Co u n ty L oc ate & N o tify Map 135 9 Pa r k D r 0 200 400100 Feet Da te : 2/1 4/20 24 Buffer Size:500Map Co mm e nts : Th is d ata (i) is furn ish ed 'AS IS' with no represen ta tion as tocompleteness or accuracy; (ii) is fu rn ish ed with n o warra nty of anykind; an d (iii) is n ot suitable for le ga l, eng ineerin g or surve yingpurposes. Hennepin County shall not b e liab le for a ny da ma ge , in ju ryor loss resu lting from this dat a. Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us 37 Date: April 15, 2024 Item: 5.2 Presenter: Natalie Nye, Planner Section: Public Hearings Title: LA24-000010, Westwood Professional Services o/b/o Wayzata Country Club, 200 Wayzata Boulevard West, Interim Use Permit (IUP) (Natalie Nye) 1.Purpose: The applicant is requesting an Interim Use Permit (IUP) for extensive grading to support the Golf Course use at the Wayzata Country Club. 2.MN§15.99 Application Deadline: The application was received on February 21, 2024 and considered complete on February 28, 2024. The 60-Day timeline will expire on April 28, 2024. 3.Background: The Wayzata Country Club is requesting approvals in order to renovate their existing golf course. The proposed renovation will include substantial grading, landscaping, irrigation, drainage, and modified cart paths. The project triggers an Interim Use Permit (IUP) due to the amount of area disturbed by grading. 4.Staff Recommendation: Staff recommends approval of the Interim Use Permit (IUP) as applied. 5.Planning Commission Action Requested: The Planning Commission should consider a motion of approval for the application as applied. AGENDA ITEM Exhibits Exhibit A - Staff Report Exhibit B - Application Exhibit C - Narrative Exhibit D - Plans Exhibit E - Mailing List & Map 38 Date Application Received: 02/21/2024 Date Application Considered as Complete: 02/28/2024 60-Day Review Period Expires: 04/28/2024 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Natalie Nye, City Planner Date: April 15, 2024 Subject: #LA24-000010, Westwood Professional Services o/b/o Wayzata Country Club, 200 Wayzata Boulevard West IUP – Public Hearing Background The Wayzata Country Club is requesting approvals in order to renovate their existing golf course. The proposed renovation will include substantial grading, landscaping, irrigation, drainage, and modified cart paths. The project is anticipated to begin in September of 2024 and be completed by September 2025. The golf course will be closed during the renovation. Due to the substantial grading work proposed, an Interim Use Permit (IUP) is required by the City. An IUP is triggered when over 20,000 square feet of area is disturbed. The proposed project will disturb approximately 42.9 acres. The project will also include the addition of approximately 58,000 square feet of hardscape with the new cart paths. The subject property is located within the RR-1B, 2-acre residential zoning district and is currently operating under a conditional use permit (CUP). The Wayzata Country Club is located partially in both Orono and Wayzata. Approximately 150 acres and a majority of the golf course is located in Orono. The applicant has also initiated a permitting process in Wayzata and with the Minnehaha Creek Watershed District. Applicable Regulations: Section 78-1726 – Interim use permit required. An Interim Use Permit (IUP) is required when substantial land alterations are proposed that are not associated with another permit. For lots that are greater than 5 acres in size the triggers are as follows; more than 20,000 square feet of area is disturbed by grading, more than 5,000 cubic yards are imported/exported, and/or stockpiling is required for more than 180 days. The proposed project at Wayzata Country Club will disturb about 42.9 acres and export 41,400 cubic yards. The applicant has stated that the goal is to use as much of the exported materials on site as possible. The land alterations that are proposed are to resign and support a new golf course and are not Application Summary: The applicant requests an Interim Use Permit to allow an extensive amount of grading to the site to support the Golf Course use at the Wayzata Country Club. Staff Recommendation: Planning Department Staff recommends approval. 39 PC Exhibit A FILE #LA24-000010 April 15, 2024 Page 2 of 4 associated with the construction of any buildings. The golf course use is not being intensified, just renovated and therefore a Conditional Use Permit Amendment is not required. Interim Use Permit Analysis Staff finds Wayzata Country Club’s request to remodel the existing golf course through grading and landscaping work is reasonable for the use of the site. The applicant should provide hauling routes should the exported materials not be able to be completely reused on site. Per Section 78-1726 no interim use permit may be granted unless the city council determines that the use will comply with the following: 1) The use is allowed as an interim use in the applicable zoning district; The country club and golf course uses are permitted through an active Conditional Use Permit (CUP). The land alterations proposed will update the grounds of the golf course. This criterion is met. 2) The use will not delay anticipated development or redevelopment of the site; The site is already developed. The proposed project will update the golf course through grading and landscaping. The golf course will be closed for the 2025 season while the work is underway. This criterion is met. 3) The use will not be in conflict with any provisions of the City Code on an ongoing basis; The applicant will be required to follow City requirements and the plan will be reviewed by our City Engineer. The project will obtain all necessary permits with outside agencies including MCWD, City of Wayzata, and a NPDES permitting. This criterion is met. 4) The use will not adversely affect the adjacent property, the surrounding neighborhood, or other uses on the property where the use will be located; The Wayzata Country Club has disclosed the project details to the surrounding neighbors that will be impacted. The applicant will ensure no work extends beyond the property lines and that any adverse impacts are mitigated. This criterion is met. 5) The use will not impose additional unreasonable costs on the public; The project will not impose additional costs on the public. This criterion is met. 6) The date or event that will terminate the use can be identified with certainty; The applicant has indicated that the golf course will be closed during the 2025 season in order for the proposed work to be completed. The anticipated completion date is September 2025. This criterion is met. 7) The applicant agrees in writing to any conditions that the city council deems appropriate for the use, including a requirement for a financial security to ensure removal of all evidence of the use upon termination, and restoration of the site to prior or better conditions. The conditions shall be set forth in a development agreement between the property owner and the city, which agreement shall be recorded with the Hennepin County Recorder or Register of Deeds; Approval of the Interim Use Permit will be done through a resolution that is recorded with the County. All requirements and conditions will be listed as part of the resolution. This criterion is met. 40 FILE #LA24-000010 April 15, 2024 Page 3 of 4 Additional Applicable Regulations (Section 78-916) 1) Consistent with the community management plan; A golf course is a conditional use in the RR-1B zoning district and is consistent with the community management plan. Alterations and renovations of existing uses is expected and reasonable. 2) Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; This criterion is met. 3) Adequately served by police, fire, roads, and stormwater management; This criterion is met. The applicant will be obtaining all necessary permits. The subject property is exempt from hardcover limitations. 4) Provided with an adequate water supply and sewage disposal system; This criterion is not applicable. 5) Not expected to generate excessive demand for public services at public cost; This criterion is met. 6) Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; The existing golf course will be renovated and modernized. This criterion is met. 7) Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; The Wayzata Country Club has been part of the community since the 1950s. The golf course use is interwoven into the character and history of the area. 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; This criterion is not applicable. 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; The proposed land alterations will be contained to the site and will meet all requirements by the City of Orono and other outside agencies. At the completion of the project, the golf course will be updated and improved which will not negatively impact the adjacent properties. 10) Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; The applicant should work with any impacted neighboring properties with concerns about screening or buffering. No screening or buffer requirements are required by the City. This criterion is met. 11) Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; The proposed project will be contained to the site and is not permitted to encroach on neighboring properties without written permission. A haul route should be reviewed and approved by the City for exported materials. This criterion is met. 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; The golf course will be closed during the 2025 season and majority of the construction. This should allow construction traffic to be less of an impact. This criterion is met. 13) Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; The project will obtain all necessary permits from outside agencies such as MCWD and obtain a NPDES permit. The golf course 41 FILE #LA24-000010 April 15, 2024 Page 4 of 4 will be updated and improved. No natural areas are to be removed. This criterion is met. 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; This criterion is met; and 15) Not detrimental to the public health, public safety, or general welfare. This criterion is met. The Commission may recommend or Council may impose conditions in granting of an IUP. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the IUP. Engineer Comments The City Engineer has completed a preliminary review of the plans and comments have been provided to the applicant. A complete review will be done at the time of permit. The City Engineer has stated that an NPDES permit shall be required, any grading done beyond the property line will require written consent of the property owner, utility permits will be required, and a wetland review should be performed by MCWD. Public Comments No public comments have been received. Issues for Consideration 1. Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the grant ing of the request ? 2. Are there any other issues or concerns with this application? Planning Staff Recommendation Planning Staff recommends approval of the IUP as applied. 42 3/15/24, 11:24 AM Permit Details | Citizenserve https://www2.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=14195430&WorkOrder_ID=882…1/1 Land Use Application Summary Application Date:02/21/2024 Address:200 Wayzata BLVD West Orono, MN 55391 Parcel Number:3611823430001 Land Use Number:LA24-000010 Application Submitted By:Agent on behalf of property owner Owner:Name: WAYZATA COUNTRY CLUB Address: 200 WAYZATA BLVD W WAYZATA MN 55391 Applicant:Name: Adam Wangsness Company: Westwood Professional Services Address: 12701 Whitewater Dr S Minnetonka, MN 55343 adam.wangsness@westwoodps.com Contact Information:Associated Contact: Jeff Westendorf, PLA Associated Contact: Jesse Trcka JATrcka@wayzatacc.com Associated Contact: Adam Wangsness adam.wangsness@westwoodps.com Associated Contact: Project Description:Wayzata Country Club Re-grading Land Use Application Type:Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application Applicant Signature: 43 PC Exhibit B To the City of Orono Planning Commission: Wayzata Country Club is pleased to present a brief descrip�on of our proposed project to update needed essen�al infrastructure items on our golf course along with a renova�on that will greatly enhance our member experience. In 2020 the Club’s Strategic Planning Commitee iden�fied many areas needing to be addressed to simply maintain our current golf course condi�ons; these included the repair/replacement of many essen�al golf course infrastructure items including the green collars, bunkers, releveling the tee boxes, replacing select greens, addressing course water features, and the irriga�on system. The recommenda�on of our Superintendent is to close the course to complete these items at one �me, and to use seed instead of sod for a number of reasons, par�cularly to address the collars. With the course closed to perform the above necessary maintenance, the further recommenda�on is to re-grass the en�re golf course and repair cart paths at the same �me. Given the scope of the essen�al work on the golf course, the Club engaged Jackson Kahn Design to develop a Golf Course Master Plan. The goal of the Master Plan is to ensure that we have a strategic blueprint to follow for future investments and improvements to our golf course. The completed Master Plan not only contemplated the needed infrastructure projects noted above but also included the thoughts, visions, and recommenda�ons from our architects for a more transforma�onal change to the course. Given the course was going to be closed for a season, it provided a unique opportunity for the Club to undertake a broader and more extraordinary course renova�on This is by no means a complete re-rou�ng of the course however the renova�on will give us a fresh, updated, and dis�nguished golf course by making strategic changes to individual holes to create enhanced variety, fun and playability, and a more memorable and modern golf course. The golf course renova�on also includes a fun, unique, and state of the art pu�ng course. The scope of the project includes: • New modern grasses (Bentgrass for greens, tees, and fairways, and Bluegrass for rough) • New green complexes with USGA specified greens construc�on • New and expanded irriga�on and drainage • New and improved bunkers 44 PC Exhibit C • New and improved tee boxes • New and improved cart paths The plan is to begin work immediately a�er Labor Day, 2024 on the 6 holes to the north of the Luce Line Trail. Work will con�nue as soon as weather will allow in the spring of 2025 with an an�cipated comple�on of September 1, 2025. We thank you very much for your �me and effort on the Club’s behalf and look forward to working with the City on this very important Club project. Kind regards, GM/COO Chris Gerardi and Golf Course Superintendent Jesse Trcka on behalf of the WCC Board of Directors. 45 N:\0036326.00\DWG\CIVIL\0036326CV01.DWG WAYZATA COUNTRY CLUB REGRADING © 2024 Westwood Professional Services, Inc.SHEET INDEXPERMIT SETWAYZATA COUNTRY CLUB REGRADINGWAYZATA & ORONO, MNPREPARED FOR:WAYZATA COUNTRY CLUB200 WAYZATA BLVD WWAYZATA MN 55391CONTACT: JESSE TRCKAEMAIL: JATRCKA@WAYZATACC.COMSHEETSREVISIONDATENO.02/27/2024 ORONO COMMENTS. .. .. .. .. .. .. .. .. .FORFORMASS GRADING, EROSION CONTROL,AND UTILITIESPREPARED BY:PROJECT NUMBER: 0036326.00CONTACT: JEFF R. WESTENDORFPhone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free PERMIT SETWAYZATA COUNTRY CLUB REGRADINGWAYZATA & ORONO, MNFORFORMASS GRADING, EROSION CONTROL, ANDUTILITIESINITIAL SUBMITTAL DATE: 02/20/2024 SHEET: C001PROJECT NUMBER: 0036326.00Sheet List TableSHEET NUMBER SHEET TITLEC001COVERC100EXISTING CONDITIONSC200GRADING PLAN - OVERALLC201GRADING PLAN - AREA 1C202GRADING PLAN - AREA 2C203GRADING PLAN - AREA 3C204GRADING PLAN - AREA 4C205GRADING PLAN - AREA 5C206GRADING PLAN - AREA 6C207GRADING PLAN - AREA 7C208GRADING PLAN - AREA 8C300DETAILSC400SWPPP NARRATIVEC401SWPPP NOTESL100TREE PRESRVATION PLANL101TREE PRESERVATION PLAN-NORTHSITEVicinity Map(NOT TO SCALE)PLYMOUTHORONOWAYZATAPC Exhibit D46 960965965965 965 965 965970970975975980980 960960960965965 96596596 5 970970970970 975975980 98098 5 98599 0 990955955 960960960960960960965965 965 965 9 6 5 97097097 0 97 0 975 9759759 7 5 980 980 980 980980 98098098 0 985 985 985 985985985 99 0 990995 995100 0 1000955955955955955955960960 96 0 960960960960 965965965 965 9 7 0 9709709709 7 5 9759759 7 5 9 8 0 98 0 98 0 980 9 8 0 980980980 9 8 5 985 985 9 8 598598 5 9 9 0 9909909909959951 0 0 0 1000955955 9 6 0 960 960 960 960960960960960965965965 965965 965 965965965965 965 9 7 0 970 97 0 970970970970 975 9759759759 7 5 9 7 597597 5 980980 98098098098 09859 8 5990990995 9 9 5 1000 1 0 0 0 955955960 96 0 960 960960 9659659659659659 6 5 965 96596596 5965970970 970 975 975 975980 980985985985985990 990 99 5 995 100010 0 0 1005 1005 1005 10 0 5 955955960960960960 960960960 9 6 0 9 6 0 9 6 0960960960960965965965970970970975975975980980 985 98599099 0995995 100 010001 0 0 0 100 0 1005 1005 1005 1005 955955 960960960 960 960960965 96 59659 7 0 97097097097 0 975 975 975980 980985985990990995995 10 0 0 10001000 1000 1005 100 5 955955955955 96096096096 0960 960960960960960965 9659659709 7 0970970 975 975980980985 985990 9909959959 9 59951000 100010001000 955955955 960960960960960960960965965965 96596597097097097597597597598098098598 5 98 5985990990995 995 100010 0 0 10 0 0 10001000100010051005 10051 0 0 5 955 960960960960960960960965965965 965 965 970970970975975980980 9 8 0980985985990990 995 995995995 1000 100010051005 10 0 5 1005955 960960960 960960965965965 965965965 965 96596 5 9 7 0970970975975980980980980980980985985 9 9 099099099599510 0 010001000100010051005 10 0 5 1005955 9 6 0 960 9 6 0960960 96 0 960960 960965 965 965965965 965 965 970 970 970 970 970970970970970 9709759759809 8 0 98098 09859859859859859859859859909909959951000 10 0 0 1000 100010051005 955960 960960 965965965 965 965 965965 970 97 0 970970 970970 975 9 7 5980980980980980980980 980980 9809859859909909959959959959951000100010001000 960960960965 965965965970 970970970970970975975975 975980980980980980 980 98098 0 985 9 8 5985985985985 98598599099099599599599599599510001000 10001000 960 960960965965965965965965965 96 5 965970970970970970 970 9709 7 0 970970975 9 7 5 975975975975975975975975975 9759809 8 0 98 0 980980980980 98098598598598 5 965 965970970 970 970 970970975975 975 97 5 975 975980980 9 8 598598598 5985 985990 9 9 0 96 5 96597097097097097097097597597597597597597597598098098098098 0 980965965965965965965965965970970 9 7 0 97097097097597 5 975975 975 975 975 975975980980980980 980980 980965965 97 0 970970970975975975975980 9 8 0 980980 980 980965965970970970970975 975975975980980 980955955955955955955955955955955 96 0 960960960 960960960 965 96 5 965 965970970 97097 0 970 970 975975975975975975980 9 8 0 980 980 98 5 9 8 5985985 99 0 99 099099099099099599599599510001 0 0 010001000 965965970970970 970970970 975 975975975 980980 965965 97097097097 0 975975 980980985990 965965965965970 97097097 0 9 7 5 975 975975 980 96 5 965 970 970975 98096596 59709 7 0 970970 970975975975 975 970970 970970970970970975975 975975 9709709759759759 7 5 975975 975975975975 975 9 7 59809 8 0 980980985985 975975975980980980 9809809809809809859 8 5990990 975 975980980 980980 980985985 985985 98598 5990990 995 995 10001000 97598098098098598 5 9859 8 5 985 985 990 990 990990 990990 990990995995995995995995 9759 8 0 9859 9 0 9 9 0 990 990 990990990995995 995 995 995 99599599510001 0 0 0 100010001000 1000 9809809 8 0 985 9909959959959 9 5 9959959951000 1 0 0 0 10001000 10001000100010051 0 0 5 10051005100510 0 510101010 980985990995100 0 10001000 1000 10001005100510051005100510051005 10051005 1010 1015 10 1 5 10151000 100010 0 0 1000100510051005101010 1 0 101010 1 5 9951000100510051005100510051010 10101 0 1 0 1015XXSSSSEX MHRE = 975.768" INV = 967.66 (N)8" INV = 967.61 (S)WAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326EX01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGEXISTING CONDITIONS WAYZATA COUNTRY CLUB REGRADINGC100 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'150'300'450'1" = 150'150' 30' or 15' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00980982INTERVAL CONTOURINDEX CONTOURLEGENDCONIFEROUS TREEDECIDUOUS TREEWETLANDPROPERTY LINE47 WATWATWATWATWATWATWATWATWATWATSFM FM FM FMXSSSS231.49 N00°44'46"E 43.93S89°38'23"EN 3 9 ° 2 9 ' 3 8 " E 3 3 2 . 0 2 N14°5 0 ' 0 5 " E 5 2 7 . 9 2 104.70S83°19'09"EN00°22'49"E 415.23 5 8 . 9 5 5 8 . 2 9 7 6 . 7 6 5 7 . 8 9 79.98 178.07 116.03 97.46 56.3854.6850.02115.20 115.22 100.01 S89°40'42"E 990.2584.80 8 0 . 1 3960965965965 965 965 965970970975975980980 960960960965965965965 96 5 970970970970 975975980 98098 5 98599 0 990955955 9 6 0 960960960960960965965 965 965 9 6 5 970970970 97 0 975 9759759 7 5 980980 980 980980980980980985985 98 5 985985985 99 0 990995 995100 0 1000955955955955955955960960 96 0 960960960960 965965965 965 9 7 0 9709709709 7 5 97597597 5 98098 0 98 0 980 9 8 0 980980980 9 85 985 985 9 8 598598 5 9 9 0 99099099099599510001000 955955 9 6 0 960 960 960 960960960960960965965965 965965 965 965965965965965 9 7 0 970 97 0 970970970970 975 9759759759759 7 597597 5 980980 98098098098 098598 599099099599510001000 955955960 96 0 960 960960 9659659659659659 6 5 965 96596596 5965970970 970 975 975 975980 980985985985985990 990 995 995 100010001005100510051005 955955960960960960 960960960 96 0 9 6 0 9 6 0960960960960965965965970970970975975975980980 985 985990990995995 10001000100010001005100510051005 955955 960960960 9 6 0 960960965 96 59659 7 0 970970970970 975 975 975980 980985985990990995995100010001000100010051005 955955955955 960960960960960 960960960960960965 9659659709 7 0970970 975 975980980985 985990 9909959959959951000100010001000 955955955 960960960960960960960965965965 96596597097097097597597597598098098598 5 9859859909909959951000100010001000100010001005100510051005 955 960960960960960960960965965965 965 965 970970970975975980980 9 8 0980985985990990995995995995100010001005100510051005 955 960960960 960960965965965 965965965 965 96596 5 9 7 097097097597598098098098098098098598599099099099599510001000100010001005100510051005 955 9 6 0 960 9 6 0960960 960 9609 6 0 960965 965 965965965 965 965 970 970 970 970 970970970970970 97097597598098098098 0985985985985985985985985990990995995100010001000100010051005 955960 960960 965965965 965 965 965965 970 97 0 970970 970970 975 9 7 5980980980980980980980 980980 9809859859909909959959959959951000100010001000 960960960965 965965965970 970970970970970975975975 975980980980980980980980980 98598598598598598598598599099099599599599599599510001000 10001000 960 960960965965965965965965965 96 5 965970970970970970 970 97097 0 970970975 9 7 5 975975975975975975975975975 97598098098098098098098098098598598598 5 965 965970970 970 970 970970975975 975 97 5 975 975980980 9 8 5985985985985 985990990 96 5 965970970970970970970975975975975975975975975980980980980980 980965965965965965965965965970970 9 7 0 97097097097597 5 975975 975 975975975975980980980980 980980 980965965 97 0 970970970975975975975980980980980 980 980965965970970970970975 975975975980980 980955955955955955955955955955955 96 0 960960960 960960960 965 96 5 965 965970970 97097 0 970 970 975975975975975975980 9 8 0 980 980 98 5 9 8 5985985 99 0 99 09909909909909959959959951000100010001000 965965970970970 970970970 975 975975975 980980 965965 97097097097 0 975975 980980985990 965965965965970 97097097 0 97 5 975 975975 980 965 965 970 970975 980965965970970970970 970975975975 975 970970 970970970970970975975 975975 970970975975975975975975 975975975975 975 97 5980980980980985985 975975975980980980 980980980980980985985990990 975975980980980 980 980985985 985985 98598 599099099599510001000 97598098098098598 5 9859 8 5 985 985 990 990 990990 990990 990990995995995995995995 975980985990 9 9 0 990 990 990990 990995995 995 995 995 99599599510001000100010001000 1000 980980980985990995 9959959 9 5 9959959951000 1 0 0 0 10001000 10001000100010051 0 05 10051005100510 0 510101010 980985990995100010001000 1000 10001005100510051005100510051005 10051005 1010 1015 10 1 5 101510001000 10 0 0 1000100510051005101010 1 0 1010101 5 9951000 100510051005100510051010 10101 0 1 0 101512345678SFSFRSC SFSFSFSF SFSFSF SFSFSFSFSFSFSFSFRSCRSC RSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSC SFSFSFRSCSFSFSFSFSFSFS FSFSFSF S F SFRSC RSC SFSFSFSF SFSF SFSFSF SF SFSFSFSF SF S FSF RSCSFS F PRE-SFPR E - S F PRE-SF PRE-SFPRE-SFSFSFSF SFSF RSCRSCRSC RSCRSC SFSFSFSFSFSFSFSFRSCRSCRSC RSCRSCRSCRSCRSCPRE-SFPRE-SFPRE-SFPRE-SFWAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - OVERALL WAYZATA COUNTRY CLUB REGRADINGC200 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'200'400'600'1" = 200'200' 40' or 20' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00PROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.GRADING SUMMARY·PROPERTY AREA218.3 AC·DISTURBED AREA42.9 AC·INCREASE IN IMPERVIOUS SURFACE (CART PATHS*)58,000 SF* DISCONNECTED IMPERVIOUS SURFACES·EARTHWORK VOLUME ESTIMATE41,400 CY EXPORT** GOLF COURSE ARCHITECT TO MINIMIZE EXPORT BY CREATING LANDSCAPE FEATURES ON SITE WITH EXCESS MATERIAL48 9659659659659709709 7 0 9 7 5 975975 965 96 5 970 970965965970970970970 970975975970970970970970975975 9709759759759 7 5 975975 9759759759759809 8 0 980980985985 9759759759809809809809859 8 5990990 975975980980980 98 0 98098598 5 985990990 995 99 5 10001000 97598098598 5 9859 8 5 985 990 990 990990995995995995 975980985990 9 9 0 990 99 099599 5 10001 0 0 0 980980980 98 5 9909959959959 9 5 9951000 1 0 0 010051 0 0 5 98098599099510 0 0 10001000 100510051005100510051005100010001005101010 1 0 99510001005101014 5SFSFSFSFSF SFSFSFSFSFSF SFSF SFSFSF SF SF SFSFSFSF SFSFSF S FSFSF SFSFSFSFSF SF SF SFRSCRSCRSCRSC RSC RSC RSCPRE-SFPRE-SF965963964964966967968969971972970961962963 970968969971972973976977974975977978967968969970969971972973975974980976976977977978979 9649659869869859 8 2 9839849869669 6 7 976977978979975973973974976 977 978 975 976 977972 9739739749 9 0 990990995100010001001100210039969979989 9 9 999100510041010100710081009 1011101210101011101210081010100610071008 10091010100610071 0 0 8 1009967SILT FENCE (TYP.)WB-05WETLANDMITIGATIONREDUNDANT SILTCONTROL (TYP.)SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 1 WAYZATA COUNTRY CLUB REGRADINGC201 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.49 970970975980 975980 975975 970970975975 970975975 980 98 0980980 985985985 9 8 5 980980 985990990990990995995 990990990995995995995 9959951000 10001000 1000 99599599510001000 10001000100010051005100510 0 510101010 1000 100010051005 1005 1010 101 5 10 1 5 1015100010001005 1005 101010 1 5 100510051005100510101 0 1 0 101525SFSFSFSFSFSFSFSFSF S F SFSFSFSF SFSFSFSFS F SFSFSF SFSFSFR S C RSC RSCRSCRSC RSCRS CSFSFSFSF974972973975974 990995987988989991992993994991 992 9939949909879889899919951000993994996997998999100110021003995992993994996997 992995993994996997998999100010019951000 10059939949969979989991001100210031004991992995994996997998999100010011002100510031004100610071008995 1000 999 10009991001100110031004100 5 1006100710081 0 0 9 1 0 0 3 102010161017101810191015101 5 10201016 1017 1018 10191021101310141016101710 1 8 1018101810171018 1019101510161017101010111012 10131 0 1 4 101510161017SILT FENCE (TYP.)EX. RAIN GARDENEX. RAIN GARDENSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 2 WAYZATA COUNTRY CLUB REGRADINGC202 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.50 955 9609 6 0 960965965 965970975980985990955960965 9 6 5 96597097598098599 0 995955960965970 9709709709709759809859859859859859909951000 955960965970975 98098 0980980980 985990995 1000 960965 9 7 0 97597597 5 980980980980980 985985985 9909959959 9 5995995 100010 0 0 9609 6 59659 6 59659 6 5 96 5 96 5 970 9709709709 7 0 975975975975975975975 980980970970 970975980367SF SF SF SF SF SF SF SF SF SFSFSF SFSFRSC RSC RSCRSC9809789 7 9 97797 9 968965962962965963964966967968969965961962963964 967967 971972 970971972975980972973974976977978979 980976 977 978979981972973 975976 9759 7 4 9769779789809 7 9 976SILT FENCE (TYP.)WB-02SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 3 WAYZATA COUNTRY CLUB REGRADINGC203 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.51 WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFM FM FM FM FM FM FM FM FM FMFMFM970975980 9 8 0980985990 995 995995995 1000 10001005100510051005 965970975980980 980980980985 9 9 099099510 0 01000100010001005100510051005 965 9709759 8 0 9809 8 098598598599099510001000100010051005 97 0 9 7 5980980 980980 980985990995995995995100010001000 970975 980 98098 0 985985985 98598599099510001000100096 5 970 97598098098098098098098098598598598 5 970 970975975 975 97 59809809859859859 8 5985 9859909 9 0 96 5970970970970970975975975975975975980980 965965965965965965965965970970 97097097097597 5 975975975975980980980980 965965970 970975975975980980 980980 980 965965970970970975 975975980980 965965970970 970970970 975 975975980965965 97097097 09759809859904 57SFSFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSF SF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC RSC PRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SF9 6 7 970 970967968968969969971972973974 975971972973974 976970969971972962963964965 961961 96 2963964 9 7 0 971 971 971971 972972970967968969971972 973 97 0 975 9 6 8 9 6 9 971 972 973 974976977978979 9709 8 0 98596896997197297397497 7 9 7 8 9799 8 1 9 8 2 983984986980978979975 975976976977 977980 976 977 978979980977978979976977977978975976990987988989991991 9919819819859819829839849869869869879879859829839849859859849849869839849 8 09819829 8 3984980 980 978 9 7 8 979 979981982983980980985978978979981981982 982983984 980 977978 979 981 975980976 977978979981982 98098 0 97997 9 98 1 98098098198198298297697797897997 097096 7 9679 6 7 968968 9 6 9 969 971972973984975 972 973 974 976 9779789799809819 8 2 970966967968969971 965970966967968969 9 7 5 97497 6 977 97197297397497597 6 977980985 979981982983984980985981982983984986987101010101011 10081008100999510001005 99699799899910011002100310041006100710001005 996 997 998 999 10011002100310041006 990995 988989991992993994 985990982 983 98498 6 987 988989991992993994 9859839931 0 0 0 99 9 1009 SILT FENCE (TYP.)WB-05WETLANDMITIGATIONPRE-CONSTRUCTION SILTFENCE (TYP.) - REMOVE ONCEPOND EXCAVATION BEGINSSILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 4 WAYZATA COUNTRY CLUB REGRADINGC204 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.52 FENCE LINE IS 3.7'SOUTH OF CORNERXXONE INCH OPEN PIPEHALF INCH OPEN PIPE104.70S83°19'09"EN00°22'49"E 415.2354.6850.02115.20 115.22 100.01 HALF INCH REBAR84.80960960960960965 965 970970960960960960965 96596 5 965 96596 5 9 7 0 960960960960960960960960 965965965 965 965 970 970 970 970 960960 965965965 965 965965970970970970 96096096596596597097 0970970 960960965965 9709 7 0 970970975 9 7 5 975975965965970970 970970975 975965965970 97598098 0 980970970975975975980980980 970970975975980 970970975980970975980 97097598058SFSFSFSFSFSFSFSFSFSFRSCRSCRSCRSCRSCRSCSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF S F S F S F S F SFSFSFSFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFSF SFSFSFSFSFSFSFSFSFSFSFSF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC 970966967967968969971972973970969971 975971972973 974970971 970969967967968974970969970971963962956957958959960960965959959961962963964966961962963964965961962963962963961962963964962962963963964962963960965970970959961962964966967967968968969969965961962963964960957958959961962 965 963 9649669679689689599599609659659599 6 1 962963963964964966966 970 9709 7 0 975967968969 96996997 1 97297397497 6 97097 0 975968 968969 969971971 9 7 2 973973973974976977978979970 975971 97 1972 972 973973 973974974 974976977965963964966967970967 9689 6 9 9719729709 7 1 970968 969971971972972 972965 96 4 966 SILT FENCE (TYP.)SILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)WB-04WETLAND FILLWETLANDMITIGATIONPRE-CONSTRUCTION SILTFENCE (TYP.) - REMOVE ONCEPOND EXCAVATION BEGINSSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 5 WAYZATA COUNTRY CLUB REGRADINGC205 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.53 96096096095 596096096 0 96 5 965 955955 955 955955955960960960960 9 5 5 955960960960960965965965970955955960960 965965970975 95595596096 0 960960 960960960960 965965970975 955 955960960 965965970970975 975 955955955 955 960960960960 965970975 980955955955 960960960965965 965970975975 97598098595595 5 955955 95 5 955955955955955960960 67SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSF SF SFRSCRSCRSCRSC SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFS F S FSFSF S F S F S F SFSFSFSFSFSFSF SF SFSFSFSF SFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFRSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC R S C R S C R S C RSCRSCRSCRSCRSCRSCRSC RSCRSCRSCRSC RSC RSCRSCRSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCR S C 98097797 9963 964960959961962 965 962963964966 960960956958959959961958958959959960961961960960960 96196296396496296396596 4 963963960961 96 2 9759739749769779 7 8 9 7 9 965 97 0 975964966967968969971972973974976965970 9759669 6 7 968 969 971972973974976977965955 955960953954956957958959961960957958959961955 953954 956953953953955953954956957957958959955 95495695 5 956 955956957960956957958959961960961962963 956956957 957958958959 960965959961962963964 966964964960956957958959961 962 963957958960959969SILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)REDUNDANT SILTCONTROL (TYP.)WAYZATAORONOWB-01WB-02WB-03WETLAND FILLSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 6 WAYZATA COUNTRY CLUB REGRADINGC206 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.54 WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANS A N S A N S A N S A NS FM FM FM FM SSSSEX MHRE = 975.768" INV = 967.66 (N)8" INV = 967.61 (S)965965965 965 960960965965 9659 6 5970970 955 9 6 0 960965 9 6 5 970 97 09759 7 5 980 980 980 9809809 8 0 985 985985 985 9609659659709709759 7 598098 09859 8 59909909959951 0 0 0 1000965 965965 96596596597097097597 59809 8 09859 8 5990990995 9 9 5 1000 1 0 0 0 965 965970 970 975 975980980985985985985990 990 995 995 100010 0 0 1005 1005 100 5 10 0 5 970970975975980980 985 98599099 0995995 100 010001000 100 0 100 5 1005 1005 1005 970 97 0 975980980985985990990995995 10 0 0 10001000 1000 1005 100 5 9709759809809859859909909959959 9 59951000 100 010001000 97097598 0 9 8 5 98 5985990990995 995 100010 0 0 10001000100010001005100510051005955 960960965 965970970970 970975975975975980 98098598599099099599510001000 7SFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFS FSFSFSFSFSF 1011961960956956957958959961962962 965961962963964966967968969965966967968967 970975967968969972973974 976977977978979970969971 970968969971 972973964960 965961 962963964966990995986987988989 991992 993994996997998999988 985990995 9951000100010051005 983 9849869879889899919 9 2 993 994996 996997997998 99899999910011001 1002 100210031003 100410041006 100699 5 9939949969979989991 0 0 01005 99 6997 99 7 9 9 8 99 9 1001100210031004100610071008100910001005998999100110021003100410061007100110011002100099799899999910009991005100610071008 990995100010051005991992993994996997998999100110 0 2 10031004 1 0 0 4 9 9 8 99799610021001100010011 0 0 0999 9909959869879889899919929939949969971000998999100110021003 975980985990 9 9 5 973974976977978979981982983984986987988 989 991 9 9 2 993993 994 9 9 6 99 7 998999 970 975 980985990 9 7 1 9 7 2 97 3 974 976977978979981982983984986987988989 985 99098 6 98 7 988 989SILT FENCE (TYP.)MH-1RE=1004.01IE=992.73 (N)IE=992.73 (SW)SANITARY SEWER STUBIE=994.58 (S)VERIFY WITH MEPCONNECT TO EX. MANHOLE968.00 (NE)37 LF-4" PVC @5.00%330 LF-4" PVC @ 7.50%PROPOSED AMENTITYBUILDING & PATIO1,200 SFFFE = 1004.504" WATERMAIN STUB4" WET TAPCONNECTION TO EX. 8"HDPE WATERMAIN194 LF - 4" WMWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 7 WAYZATA COUNTRY CLUB REGRADINGC207 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.55 XXXXXXRETAINING WALL5.2' EAST OFPROPERTY LINEEDGE OF CONCRETE5.6' EAST OFPROPERTY LINEHALF INCH OPEN PIPEINSCRIBED CAP 8743HALF INCH OPEN PIPEHALF INCH OPEN PIPEHALF INCH OPEN PIPE1.4' SOUTHEAST OF CORNERR/W SIGNRETAINING WALL10.75' EAST OF PROPERTY LINESOUTH LINE OF SE 1/4 SEC. 36231.49 N00°44'46"E 43.93S89°38'23"EN 3 9 ° 2 9 ' 3 8 " E 3 3 2 . 0 2 N14°5 0 ' 0 5 " E 5 2 7 . 9 2 104.70FENCE LINE IS 2.5'SOUTH OF CORNER5 8 . 9 5 5 8 . 2 9 7 6 . 7 6 5 7 . 8 9 79.98 178.07 116.03 97.46 56.38 54.6850.028 0 . 1 3 965 965970970975975980980965970970975975980 980985 985990990 960965970 970975 975980 980985 985990 990995 99510 0 0 1000960960 965965970 970 975 975 9 8 0 98 0 9 8 0 980 9 8 0 980985985 985 9 8 5 9 9 0 990960960960960 960 9659659 7 0 970 97 0 970 975 9759759759 7 5 9 7 5 980980 980980 960 96 0 9609659659659659659 6 5965965 960960960 9 6 0 9 6 0 9 6 0965 960960960 9 6 0 965970 96096096096 0960 960965965970970960960960960965965970970 9 6 0 960960 965 965970 9 7 0975975980 9 8 0 985 9 8 5 9 9 0 99 099099099599510001 0 0 0 8S FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFRSCRSCRSCRSCRSCRSCRSCRSC PRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SF SFSFSFSFSFSFSFSF RSCRSCRSCRSCRSCRSCRSCRSC957 957958 958959959 9599619 6 2960965970975980985990959961962963964966967968969971972973974976977978979981982982982983984986986987988989991992965970975980966967968969971972973974976977978979981982983984965963964966967968968970975969971972973974974974976965970961962963964966967968969971971965966967975973974976977 97 8980981982 SILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)WAYZATAORONOWB-04WETLANDMITIGATIONPRE-CONSTRUCTION SILT FENCE (TYP.) - REMOVE ONCE POND EXCAVATION BEGINSSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 8 WAYZATA COUNTRY CLUB REGRADINGC208 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.56 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326DT01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGDETAILS WAYZATA COUNTRY CLUB REGRADINGC300 4301902/27/2024 GRETCHEN A. SCHROEDER AKW GAS AKW 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com#### ### or ### 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00FILTER CLOTH 4'ABOVE SOURCEOF WATERMIN. 4" OVERLAPLAST REVISED:04/20/21GD21BERMWATER TABLE15 4"20 6"25 6"30 8"35 8"45 10"NOTES:1.MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.2.SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.3.MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.4.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.5.DO NOT STRETCH.SLOPE RATIO2:1 (H:V)>2:1 - 1:1STAPLES/YARD1.2 STAPLES1.7 STAPLESSPACING FOR STAPLESSTAPLELENGTHCATEGORYOFBLANKETTYPICAL SLOPE SOIL STABILIZATIONISOMETRIC VIEWTAMP DIRTOVER MAT/BLANKETVA R I E S NON-WOVEN GEOTEXTILEFILTER FABRIC UNDERTYPICAL TREATMENTGENERALSTAPLEPATTERNVA R I E S 4'VARIES12"TEMPORARY EROSION BLANKETSTURF REINFORCEMENT MATS FOR SLOPESWET SLOPE LININGVARI E S LAST REVISED:04/20/21REDUNDANT SEDIMENT CONTROL OPTION 1GD43GROUND SLOPESEE DETAIL/SWPPP FOR BIOROLL & SILT FENCE INFORMATIONNOTES:1.SEE PLAN FOR DISTURBANCE LIMITS AND LOCATIONS OF SECONDARY CONTROLS.2.TO BE UTILIZED WHEN DISTURBANCE WILL BE WITHIN 50' OF WETLAND/STREAM/DITCH DELINEATIONS.3.SEDIMENT CONTROLS TO BE AT EDGE OF DISTURBANCE, KEEPING AS MUCH BUFFER AS POSSIBLE BETWEEN DISTURBANCE AND WETLAND/STREAM/DITCHGROUND DISTURBANCE:ROAD, PARKING LOT,UTILITIES, ETC.WETLAND/STREAM/DITCHSILT FENCEBIOROLLPROFILE VIEW5'12"MIN.LAST REVISED:08/15/17SILT FENCEGD02RUNOFFPONDING HEIGHTFLOWFLOW PONDING HEIGHTRUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.TRENCH WITH NATIVE BACKFILLALTERNATIVE DETAILEXTRA STRENGTH FILTER FABRICTYPE II - ADD WIRE MESH BACKING TYPE III - ADD WIRE MESH AND HAY BALESSTEEL ORWOOD POST36" HIGH MAX.STEEL ORWOOD POSTFILTER FABRIC,ATTACH SECURELYTO UPSTREAMSIDE OF POST4"x6" TRENCHWITH COMPACTEDBACKFILLGRAVEL8"12"MIN.9" MAX.RECOMMENDEDSTORAGE HEIGHT 10'-0" MAX. SPACING WITHWIRE SUPPORT FENCE.6'-0" MAX. SPACINGWITHOUT WIRE SUPPORTFENCESTANDARD DETAILTRENCH WITH GRAVELLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.20' MIN.WIDTH 50' MIN.LAST REVISED:08/15/17GD092MAXIMUM1SLOPENOTES:1.GROOVES WILL CATCH SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE RUNOFF RATE.2.USE SLOPE TRACKING FOR SLOPES 4:1 AND 50 FEET LONG OR STEEPER/LONGER.3.USE TEMPORARY CONTOUR FURROWS FOR SLOPES 3:1 AND 75 FEET LONG OR STEEPER/LONGER.25'6" MIN.TEMPORARY CONTOUR FURROWSSURFACE ROUGHENING FOR ALLSLOPES GREATER THAN 4:1SLOPE TRACKING42"NOTES:1.PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY.3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES.LAST REVISED:08/15/17TREE PROTECTIONGD36DRIPLINEORANGE CONSTRUCTION FENCESTAKED EVERY 6'"T" POST OR EQUAL6' METAL FENCE POST.STAKE EVERY 6' MAX.ORANGE MESH CONSTRUCTION FENCELOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE.6' MAXPLANELEVATIONLAST REVISED:04/20/21REDUNDANT SEDIMENT CONTROL OPTION 2GD44SEE DETAIL/SWPPP FOR TOP SOIL BERM & SILT FENCE INFORMATIONGROUND SLOPENOTES:1.SEE PLAN FOR DISTURBANCE LIMITS AND LOCATIONS OF SECONDARY CONTROLS.2.TO BE UTILIZED WHEN DISTURBANCE WILL BE WITHIN 50' OF WETLAND/STREAM/DITCH DELINEATIONS.3.SEDIMENT CONTROLS TO BE AT EDGE OF DISTURBANCE, KEEPING AS MUCH BUFFER AS POSSIBLE BETWEEN DISTURBANCE AND WETLAND/STREAM/DITCH3' MIN.1' MIN.GROUND DISTURBANCE:ROAD, PARKING LOT,UTILITIES, ETC.WETLAND/STREAM/DITCHSILT FENCETOP SOIL BERMPROFILE VIEW5'57 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326SWPPP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGSWPPP NARRATIVE WAYZATA COUNTRY CLUB REGRADINGC400 4301902/27/2024 GRETCHEN A. SCHROEDER AKW GAS AKW 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com#### ### or ### 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00SWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BYTHE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE:JULY 31, 2028) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT WAYZATA COUNTRY CLUB REGRADING. THIS REPORT SHALLBE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THENOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR WAYZATA COUNTRY CLUB REGRADING SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR WAYZATA COUNTRY CLUB REGRADING IN WAYZATA & ORONO,MINNESOTA. THE SITE IS LOCATED NORTH OF US HIGHWAY 12 AND WAYZATA BLVD.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER:CONTRACTOR:JESSE TRCKAWAYZATA COUNTRY CLUB200 WAYZATA BLVD WWAYZATA MN 55391JATRCKA@WAYZATACC.COMIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER:GRETCHEN SCHROEDERWESTWOOD PROFESSIONAL SERVICES12701 WHITEWATER DR., STE 300MINNETONKA, MN 55343952-937-5150GRETCHEN.SCHROEDER@WESTWOODPS.COMUNIV. OF MINN. DESIGN OF SWPPP05/31/2024OWNER/OPERATOR RESPONSIBILITIESOWNER-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OFSITE DISCHARGE.-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP ANDCONDUCT INSPECTIONSOPERATOR-COMPLETION OF AN ACCURATE NOI WITH THE OWNER-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 218.4 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, A NEW AMENITY BUILDING NEAR THE DRIVINGRANGE, UTILITIES, AND REGRADING OF SPECIFIC AREAS OF THE GOLF COURSE.PROJECT AREA = 218.4 ACDISTURBED AREA = 42.9 ACEXISTING IMPERVIOUS AREA = 10.8 ACPROPOSED IMPERVIOUS AREA = 11.8 ACPRE-DEVELOPMENT SITE CONDITIONSTHE EXISTING SITE CONSISTS OF A GOLF COURSE AND COUNTRY CLUB. THERE ARE FIVE WETLANDS THAT ACCEPT DRAINAGE FROM THE GOLF COURSE. "A"TYPE SOILS EXIST IN THE CENTRAL AREA OF THE SITE, "C" TYPE SOILS EXIST AT THE NORTHERN AND WESTERN EDGES OF THE SITE, AND "B TYPE SOILS EXISTIN THE SOUTH AND NORTHERN CENTRAL AREAS OF THE SITE. THE REST OF THE SITE IS DOMINATED BY TYPE "C/D" SOILS.SOIL TYPESEXISTING SOILS ON SITE RANGE FROM ORGANICS AND LEAN CLAYS TO SILTS AND SILTY SANDS. MUCH OF THE SOILS ON SITE ARE MODERATELY ERODIBLE,WITH THE SOUTH CENTRAL AREA (OUTSIDE OF THE PROPOSED GRADING LIMITS) CONTAINING SEVERELY ERODIBLE SOILS.POST-DEVELOPMENT SITE CONDITIONSTHE PROPOSED SITE WILL CONTINUE TO BE A GOLF COURSE AND COUNTRY CLUB. AREAS WILL BE GRADED AND REESTABLISHED SO THAT EXISTINGDRAINAGE PATTERNS ARE MAINTAINED. THE EXISTING PONDS AND WETLANDS ON SITE WILL ACCEPT DRAINAGE FROM REGRADED GOLF COURSE AREAS.THERE WILL BE A 1.0-ACRE INCREASE IN IMPERVIOUS AREA DUE TO RECONSTRUCTED CART PATHS AND A FUTURE AMENITY BUILDING.STORM WATER MANAGEMENT PLANTEMPORARY STORMWATER MANAGEMENT PLAN MAY BE REQUIRED, DEPENDING ON PROJECT PHASING. IF MORE THAN 5 ACRES DRAINING TO ACOMMON POINT ARE DISTURBED AT A TIME, CONTRACTOR TO CONSTRUCT TEMPORARY SEDIMENT BASIN(S) TO TREAT RUNOFF PRIOR TO DISCHARGE TOWETLANDS OR OFF-SITE. CONTRACTOR TO CONTACT ENGINEER TO CONFIRM SIZING AND LOCATION.THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF THE GOLF COURSE DRAINING TO INTERNAL PONDS AND WETLANDS, AS IT DOESIN THE EXISTING CONDITION. ULTIMATELY, THE SITE WILL DRAIN SOUTH TO AN UNNAMED CREEK AND WETLAND, THEN TO PEAVEY LAKE AND LAKEMINNETONKA. THE OWNER IS RESPONSIBLE FOR THE LONG TERM MAINTENANCE AND OPERATION OF THE PERMANENT STORM WATER MANAGEMENTSYSTEM.THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONALTEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLANPREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THESECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATERDISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1.INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN.INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2.INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3.CLEAR AND GRUB SITE.4.STRIP AND STOCKPILE TOPSOIL.5.ROUGH GRADE OF SITE.6.STABILIZE DENUDED AREAS AND STOCKPILES.7.FINAL GRADE.8.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCEAND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITEAT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OFHAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURESEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.·PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TOCONSTRUCTION:1.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BEDISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3.INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THECONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BEINCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.·DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURINGCONSTRUCTION:1.PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2.ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELYGRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARYSEED MIX 22-111, APPLIED AT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.3.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4.PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHERA STRAIGHT DISK, HYDROMULCH OR POLYMER.5.STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATEDWITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6.INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERPERIMETER CONTROLS.7.TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFOREAPRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8.SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OROWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF ANEMERGENCY.9.REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, ORMORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10.COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11.INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.·INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THEMUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.·UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THEPERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TOACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :1.ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINALSTABILIZATION.2.PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROMCONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED ASPERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TODESIGN CAPACITY.3.THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY.4.ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT ISTO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCEEROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR ANALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THEREQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER ANDMAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OFTHIS PLANINSPECTION SCHEDULE-IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES.-INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.-INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS).-SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1.RECORD DATE AND TIME OF INSPECTION2.NAME OF PERSON(S) CONDUCTING INSPECTION3.FINDINGS OF THE INSPECTION4.LOCATION AND CORRECTIVE ACTIONS NEEDED5.CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6.DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7.OBSERVED DISCHARGES LOCATIONS8.DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9.THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATETREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10.RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS.11.ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER ORELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THECONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TOENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOWACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, ORREPLACEMENT:1.ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED,NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY ORNOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2.PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OFPERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3.INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS ANACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT ANDDELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4.TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATIONTO 12 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELDCONDITIONS ALLOW ACCESS.5.SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHERANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHERANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6.PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1.ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION ISREMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATIONFORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKEDDATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:2.WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPINGAND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THETERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3.PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a.CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b.AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITHVEGETATION OR NON-VEGETATIVE COVER; AND3.c.WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d.THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4.WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS,DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.WHEN SUBMITTING FOR NOT, GROUND OR AERIAL PHOTOGRAPHS MUST BE SUBMITTED SHOWING PERMANENT/VEGETATIVE COVER REQUIREMENTSHAVE BEEN MET.SWPPP BMP QUANTITIESSILT FENCE15,000 LFPERMANENT SEED MIX (PER ARCH. SPEC.)TBDSOD20 ACEROSION CONTROL BLANKET100,000 SFROCK CONSTRUCTION ENTRANCE1 EACHSTREET SWEEPING1 EACHPOTENTIAL POLLUTANTLOCATIONCONTROL MEASURE ANTIFREEZEVARIOUSSECONDARY CONTAINMENT / DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT / DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINE IN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT / DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILS/FLUIDSCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENTGREASECONTRACTORSECONDARY CONTAINMENT / DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROMTIPPING OVER AND MAINTAINEDSOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENTLANDSCAPING MATERIALSLANDSCAPECONTRACTORCONTRACTOR RESPONSIBLECONCRETETRUCK WASHOUT WASHOUT AREACONCRETE / MORTAR MOBILE MIXERS.C. / WASHOUT AREARECEIVING WATERS WITHIN 1 MILE OF THE PROJECT SITENAMETYPEIMPAIRED (Y/N)SPECIAL (Y/N)DISTANCE/ DIRECTION FROM SITEPEAVEYLAKEYN1 MI SOUTHUNNAMEDWETLANDNN0.8 MI SOUTHUNNAMEDCREEKNN0.6 MI SOUTH*PEAVEY LAKE IS IMPAIRED FOR NUTRIENTS AND CHLORIDE.58 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326SWPPP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGSWPPP NOTES WAYZATA COUNTRY CLUB REGRADINGC401 4301902/27/2024 GRETCHEN A. SCHROEDER AKW GAS AKW 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com#### ### or ### 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00SWPPP AMENDMENTSTHIS PLAN AND THE ATTACHMENTS MUST BE AMENDED WITHIN 7 DAYS TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACEDURING CONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR:1.THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OFPOLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.2.INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALSINDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.3.THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THEMN R1000011 CONSTRUCTION GENERAL PERMIT.4.IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FORTMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.5.CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT.AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL.PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGESSUMMARIZED BELOW.AMENDMENT NO.VICINITY MAP/IMPAIRED WATERS MAPWEB SOIL SURVEY MAPSOIL MAP UNIT SYMBOL LEGENDDATEREASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENTREQUESTED BYPREPARED BYSWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSIONCONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.1.WORK ADJACENT TO RESIDENTIAL PROPERTIES·INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL ANDPROJECT BOUNDARY.·INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAININGTOWARD THE PROPERTY BOUNDARY.2.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLEPARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.3.WORK NEXT TO WETLANDS·PRESERVE A 50' NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDE REDUNDANT SEDIMENT CONTROLSPRIOR TO DISTURBANCE OF UP-GRADIENT AREAS.·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OFWORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSION CONTROL / GRADING PLAN.4.WORK IN WETLANDS·WORKPADS AND PATHS MADE OF WOOD CHIPS, LOG MATS, MUD MATS, OR GEOTEXTILE AND CRUSHED ROCKMAY BE USED.·HEAVY DUTY SILT FENCES WITH HAY BALES MAY BE USED FOR PERIMETER CONTROL TO LIMIT THE SIZE OF THECONSTRUCTION SITE AS INDICATED ON THE GRADING PLANS. IN THE CASE OF OPEN WATER WETLANDS,FLOATING SILT CURTAINS SHALL BE INCORPORATED AS WELL AS INDICATED ON THE GRADING PLANS.·SOIL STOCKPILES SHALL NOT BE PLACED IN EXISTING WETLANDS.·TOPSOIL IMPORTED TO RESTORE WETLANDS SHOULD NOT CONTAIN THE FIRST 12 INCHES OF INPLACE SOIL.TOPSOIL THAT MAY CONTAIN PURPLE LOOSESTRIFE OR OTHER NOXIOUS WEEDS SHOULD NOT BE IMPORTED TOWETLANDS.5.LONG-STEEP CUT/FILL SLOPES·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADEOF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVESLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND.THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY ORPERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING ANEW INCREMENT.·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKINGHERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USEDON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THATCAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATEDPERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASEINFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.6.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERTHEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.7.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO ANINLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT INPLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE INPLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTERCONDITIONS OR FLOODING CONCERNS.8.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER PONDOUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLEDUNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND ASINDICATED ON GRADING AND/OR UTILITY PLANS.9.TEMPORARY SEDIMENT BASINS·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 5 OR MORE ACRES OF DISTURBED SOIL DRAIN TO ACOMMON LOCATION. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOUR STORM, FOR EACH ACREDRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACHACRE DRAINED TO THE BASIN.·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT.THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THERECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FORTHE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHODOF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY ANDCONTAINMENT.·TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND,IF NECESSARY.·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THEPOND.·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THE STORAGEVOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVALSHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR ASSOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT.·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGYDISSIPATION AT BASIN OUTLET.10.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATEDSOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TOTHE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPONSLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.11.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES PRIOR TO INITIATIONOF STOCKPILING IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BESHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARYEROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVCPIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACTUNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER12.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT CAUSE NUISANCE CONDITIONS ANDMUST DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGE WITH VISUAL TURBIDITY.OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE:·oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.·oUSE A PORTABLE SEDIMENT TRAP SYSTEM.·o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A·SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.·oUSE A FILTER BAG SYSTEM·o PUMP TO A TEMPORARY SEDIMENT BASIN.·TO THE EXTENT FEASIBLE, USE WELL-VEGETATED UPLAND AREAS OF THE SITE TO INFILTRATE DEWATERINGWATER BEFORE DISCHARGE.·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.·DEWATERING DISCHARGE MUST BE VISUALLY CHECKED. PHOTOGRAPH DISCHARGE AT THE BEGINNING AND ATLEAST EVERY 24 HOURS OF OPERATION. DEWATERING THAT ONLY LASTS FOR A FEW MINUTES, AS OPPOSED TOHOURS, AND DO NOT REACH SURFACE WATERS, DO NOT REQUIRE PHOTOGRAPHS OR DOCUMENTATION.·IF NUISANCE CONDITIONS RESULT (SEDIMENT PLUME IN THE DISCHARGE, DISCHARGE APPEARS CLOUDY OROPAQUE, HAS A VISIBLE CONTRAST, HAS A VISIBLE OIL FILM, HAS AQUATIC HABITAT DEGRADATION),DEWATERING MUST BE CEASED IMMEDIATELY AND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING ISRESUMED.·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.13.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OFMUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UPTYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTOADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.14.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BECONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEPROPERLY DISPOSED OF.·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILLBE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.15.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BEDISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALSSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.16.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UPSMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT.17.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWEDTO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE ORGROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESSTHE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OFEACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCEWITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.18.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULARBASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THECONSTRUCTION CONTRACT.19.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A.RAPID STABILIZATION METHODS ON SLOPESB.WATER ON ROADWAYS AND GRADED AREASC.ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.20.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTIONACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 21-112ALL LOW POINTS IN ROADS TO BEADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTIONACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB ANDOUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BESTABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS ANDSTABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THEAPPROVAL OF THE OWNER.21.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITHENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORMWATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO ANIMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS.59 960965965965 965 965 965970970975975980980960960960965965 96596596 5 970970970970 975975980 98098 5 98599 0 99095 5 955 960960960960960 960 965965 965 965 9 6 5 97097097 0 97 0 975 9759759 7 5 980 980 980 980980 9809809 8 0 985 985 98 5 985985985 99 0 990995 99510 0 0 1000955955955 955955955960960 96 0 96 0960960960 965965965 965 9 7 0 9709709709 7 5 9759759 7 5 9 8 0 98 0 9 8 0 980 9 8 0 980980980 9 8 5 985 985 9 8 598598 5 9 9 0 9909909909959951 0 0 0 1000955 9559 6 0 960 960 960 960960960960960965965965 965965 965 965965965965 965 9 7 0 970 97 0 970 970 970970 975 9759759759 7 5 9 7 597597 5 980980 9809809809 8 09859 8 5990990995 9 9 5 1000 100095595596 0 96 0 960 960960 9659659659659659 6 5 965 96596596 5965970 970 970 975 975 975 980980985985985985990 990 99 5 995 100010 0 0 1005 1005 100 5 10 0 5 955955960960960 960 960960960 9 6 0 9 6 0 9 6 0960960960960965965965970970970975975975980980 985 98599099 0995995 100 010001 0 0 0 100 0 1005 1005 1005 1005 955955 960960960 9 6 0 960960 96596 59659 7 0 97097097097 0 975 975 975 980980985985990990995995 10 0 0 10001000 1000 1005 100 5 955955955955 96096096096 0960 960960960960960 9659659659709 7 0970970 975 975980980985 985990 9909959959 9 59951000 100010001000 955955955 960960960960960960960965965965 9659659709709709759759759759809809859 8 5 985985990990995 995 100010 0 0 1 0 0 0 1000 1 0 0 0 100010 0 5 1005 10051 0 0 5 955 960960960960960960960965965965 965 965 970970970975975980980 9 8 0980985985990990 995 995995995 1000 1000 100510 0 5 10 0 5 1005955 96096 0960 960960965965965 96596596 5 965 96596 5970970975975980980980980980980985985 9 9 099099 0 99599510 0 010001000100010051005 1 0 0 5 1005955 9 6 0 960 9 6 0960960 96 0 960960960965 965 965965965 970 970 970 970 970970970970970 9709759759809 8 0 9809 8 09859859859859859859859859909909959951000 10 0 0 1000 1000 10051005955960 960960965 965 965 965 970 97 0 970970 970970 975 9 7 5980980980980980980980 980980 980985985990990995995995995995 1000 100010001000 960960960965 965965965970 97097097 0970970975975975 975980980980980980 980 98098 0 985 9 8 5985985985985 9859859909909959959959 9 5995995 10001000100010 0 0 960 960960965965965965965 96 5 965 96 5 965970 970970970970 970 9709 7 0 970970975 9 7 5 975975975975975975975975975 9759809 8 0 98 0 980980980980 98098598598598 5 955955955955955 9559559559559559 6 0 960960960 960960 960965 96 5 965 965970970 97097 0 970 970 975975975975 97597598 0 9 8 0 980 980 98 5 9 8 5985985 9 9 0 99 099099099099099599599599510001 0 0 010001000XXXSS SSRETAINING WALL5.2' EAST OFPROPERTY LINEEDGE OF CONCRETE5.6' EAST OFPROPERTY LINEFENCE LINE IS 3.7'SOUTH OF CORNERXONE INCH OPEN PIPEHALF INCH OPEN PIPEHALF INCH OPEN PIPEINSCRIBED CAP 8743HALF INCH OPEN PIPEHALF INCH OPEN PIPEHALF INCH OPEN PIPE1.4' SOUTHEAST OF CORNERR/W SIGNRETAINING WALL10.75' EAST OF PROPERTY LINESOUTH LINE OF SE 1/4 SEC. 36231.49 N00°44'46"E 43.93S89°38'23"EN 3 9 ° 2 9 ' 3 8 " E 3 3 2 . 0 2 N14° 5 0 ' 0 5 " E 5 2 7 . 9 2 104.70S83°19'09"EN00°22'49"E 415.23FENCE LINE IS 2.5'SOUTH OF CORNER5 8 . 9 5 5 8 . 2 9 7 6 . 7 6 5 7 . 8 9 79.98 178.07 116.0 3 97.46 56.38 54.6850.02115.20 115.22 100.01 HALF INCH REBAR84.80 8 0 . 1 3EX MHRE = 975.768" INV = 967.66 (N)8" INV = 967.61 (S)942802812822832852842862872882892792782081481511521491501473837303133363542414057585915515656154153444746514849505254535514629282772762752742732722712672662422642652622632602612592582572562552542532522512502492482472402382392442452462432412352362372342332322302272312152172202142132162122112109392919089188878584959697228226225224223222221229158157159160161162163164165166170167171168172169173212198991201191181171161151141131121111031023747973787775768280817271130541741821221231261251241271281292720720620520320220119919619719519419360616263646665677069108105107110104219218269268270WAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326TP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGTREE PRESRVATION PLAN WAYZATA COUNTRY CLUB REGRADINGL100 02/27/2024 . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUB 44018 JEFF R. WESTENDORFPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'100'200'300'1" = 100'100' 20' or 10' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0060 960 960 96 5 965970 9709 7 0 970970975 9 7 5 975975975980980980980980985985985985 965 965 970 970 970970975975975975 975 975980980985985985985985985990990 96 5 96597097097097097097597597597597597597598098098098 0 980965965965965965965965965970970 97097097097597 5 975975 975 975975975975980980980980 980980 980965965 97 0 970970970975975975975980980980980 980965965970970970970975 975975975980980 980965965970970970970970970975975 975 980965965 970970970970 975975 980980985965965965965970 970970970975 975 975975 980 965965970 975 980965965970970970970970975975 975 975 970970 970970970970970975975 975975 970970975975975975975975975975975975 975 9 7 5980980980980985985 975975975980980980 980980980980980985985990990 975975980980980985985 985985 98598 5990990995995 10001000 9759809809809859859859 8 5 985 985 990990990990 990990 990990995995995995995995 975980985990990990990 990990990995995 995 995 995 99599599510001000100010001000 1000 980980980985990995995995995 99599599510001000 10001000 10001000100010051005 10051005100510 0 510101010 980985990995100010001000 1000 10001005100510051005100510051005 10051005 1010 1015 10 1 5 10151000100010 0 0 100010051005100510101010 101010 1 5 9951000100510051005100510051010 10101 0 1 0 1015727127207251091061081051071101042624232122145144814313313213113613515161718111314137138142141140139SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326TP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGTREE PRESERVATION PLAN-NORTH WAYZATA COUNTRY CLUB REGRADINGL101 02/27/2024 . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUB 44018 JEFF R. WESTENDORFPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'100'200'300'1" = 100'100' 20' or 10' 02/27/2024 . . . . 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CHRISTOPHER GONDECK 121 WESTWOOD LA S WAYZATA MN 55391 99 01-117-23 12 0001 WAYZATA COUNTRY CLUB 200 WAYZATA BLVD W WAYZATA MN 55391 99 01-117-23 21 0002 WAYZATA COUNTRY CLUB 200 WAYZATA BLVD W WAYZATA MN 55391 99 01-117-23 22 0002 KURTIS S KRENTZ JILL A KRENTZ 10 MYRTLEWOOD RD WAYZATA MN 55391 99 01-117-23 22 0004 CITY OF WAYZATA 299 WAYZATA BLVD W WAYZATA MN 55391 99 31-118-22 33 0004 DNR REAL ESTATE MGMT ATTN DEBBIE GURTIN 500 LAFAYETTE RD ST PAUL MN 55155 66 He nn epin Co u n ty L oc ate & N o tify Map 200 Wayz ata Bl vd W e st 0 410 820205 Feet Da te : 3/2 1/20 24 Buffer Size:500Map Co mm e nts : Th is d ata (i) is furn ish ed 'AS IS' with no represen ta tion as tocompleteness or accuracy; (ii) is fu rn ish ed with n o warra nty of anykind; an d (iii) is n ot suitable for le ga l, eng ineerin g or surve yingpurposes. Hennepin County shall not b e liab le for a ny da ma ge , in ju ryor loss resu lting from this dat a. Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us 67 Date: April 15, 2024 Item: 5.3 Presenter: Melanie Curtis, Planner Section: Public Hearings Title: #LA24-000015, Patrick & Anne Sutter, 200 Big Island, Variances (Staff: Melanie Curtis) 1.Purpose: Planning Commission is asked to consider approval of side yard setback variances for a new home 26.9 feet from the side lot line on the north and 26.5 foot setback on the south side where 30 foot setbacks are required. Additionally requested is a variance to allow the cabin to be constructed 9 feet from the existing small shed/outhouse where a 10-foot setback is required. 2.MN§15.99 Application Deadline: The application was received on March 11, 2024 and considered to be complete the next day on March 30th. The 60-day review period will end on May 19, 2024. 3.Background: The new owners would like to construct a 1½ story seasonal cabin on the property. The footprint of the cabin is proposed to be 32’ x 40’ with a partial wrap around deck/porch. The property has a defined width of 102 feet at the OHWL and 100.69 feet at the 75-foot setback where a 200 foot width is required. Because many properties on Big Island are nonconforming, the City developed graduated rear and side yard setbacks based on the width of the subject property. For this property, 30 foot rear and side yard setbacks apply. The applicants are requesting side yard setback variances to permit a 26.9 foot setback on the north side and 26.5 feet on the south side where 30 foot setbacks are required. The cabin is proposed to be less than 10 feet from the existing small shed/outhouse. 4.Staff Recommendation: Staff recommends approval of the applicants' request for variances as applied. 5.Planning Commission Action Requested: The Commission should consider recommending approval of the requested variances. AGENDA ITEM Exhibits Exhibit A - Staff Report Exhibit B - App & Narrative Exhibit C - Practical Difficulties Exhibit D - Surveys Exhibit E - Plans Exhibit F - Hardcover Calcs Exhibit G - Aerial Photos Exhibit H - Site Photos Exhibit I - Public Comment 68 Exhibit J - List & Map 69 Date Application Received: 03/11/2024 Date Application Considered as Complete: 03/20/2024 60-Day Review Period Expires: 05/19/2024 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Melanie Curtis, Planner mcc Date: 15 April 2024 Subject: #LA24-000015, Patrick & Anne Sutter, 200 Big Island Variances Public Hearing Background The applicants are new owners of 200 Big Island. They would like to construct a new 1 ½ story seasonal cabin on the property. The footprint of the cabin is proposed to be 32’ x 40’ or 1,280 square feet. The property is one half acre in area and has a defined width of 102 feet at the OHWL and 100.69 feet at the 75-foot setback. The RS, Seasonal Recreational Zoning District has graduated rear and side yard setback requirements based on the width of the subject property ( 50 feet, 30 feet and 10 feet). For this property, the 30 foot rear and side yard setbacks apply. The applicants are requesting side yard setback variances to permit a 26.9 foot setback on the north side (to a partially covered porch/deck) and 26.5 feet on the south side where 30 foot setbacks are required. On the north side, the measurement to the home is shown to be conforming at 32.5 feet. The home is proposed to be 9 feet from the existing small shed/outhouse where a 10-foot setback is required. Practical Difficulties Analysis Applicant Submittal Information: The applicant has identified the existing condition of the lot, the small discrepancy in the width resulting in the application of the larger setback, and the angled lakeshore (impacting the measurement) as practical difficulties supporting the requested variance(s). Additionally, they have provided supporting documentation regarding Practical Difficulties attached as Exhibit C and should be asked for additional testimony regarding the application. Planning Staff Practical Difficulty Analysis: Measuring the lot width at the 75-foot setback using a measurement perpendicular to the lot lines rather than parallel to the shoreline (as required by Code) results in a width of 99.9 feet. Staff finds that the negligible and somewhat imperceptible difference between a 100-foot-wide lot and a 99-foot-wide lot results in a significant impact on the building envelope (application of a 30-foot side and rear yard setback versus a 10-foot side and rear yard setback). In the RS District, a lot width closer to conforming may be considered a practical difficulty as greater setbacks are applied as the lot widens. The variance to allow a 9-foot separation between the buildings will not create a massing effect on the property as the 25-square-foot shed/outhouse building is minimal. Application Summary: The applicant is requesting side yard setback variances to construct a new seasonal cabin on the property. A variance to permit a 9-foot separation between the new home and the existing 25-square-foot shed/outhouse where a 10-foot setback is required. Staff Recommendation: Planning Department Staff recommends approval. 70 PC Exhibit A FILE #LA24-000015 15 April 2024 Page 2 of 5 LOT ANALYSIS WORKSHEET Section 78-570 – Principal Building/Seasonal Cabin Setbacks: RS DISTRICT Required for a 100- foot-wide lot* Existing (No Cabin) Proposed Lakeshore 75’ NA 75.9’ Deck 88’ Cabin Rear 30’ NA 112’ Bluff 30’ NA 34.5’ Retaining Wall 41’ Deck 54’ Cabin North Side 30’ NA 26.9’ Deck 32.5’ Cabin South Side 30’ NA 26.5’ Cabin Average Lakeshore The proposed cabin will be situated 25 feet further from the lake than the average lakeshore setback line. * According to Section 78-570, the applicable side yard setback is determined by the width of the property. The setback side or rear property lines shall be 50 feet on lots 200 feet or more in width, 30 feet on lots between 100 feet and 200 feet in width, and 10 feet on lots less than 100 feet in width. The smaller setback allowances apply to existing “record lots” as defined in Section 78- 568(1). Section 78-568 & 78-569 – Lot Area/Width: RS DISTRICT Lot Area Lot Width Required 217,800 s.f. (5 acres) 200’ Actual 23,823 s.f. (0.54 acre) 100.69’ @ 75’ / 102’@ OHWL Section 78-1403 – Structural Building Coverage: Total Lot Area Total Structural Coverage 23,823 s.f. (0.54 acre) Allowed: 4,764 s.f. (20%) Existing: 737 s.f. (3%) Proposed: 2,094 s.f. (8%) Section 78-1680 and 78-1700 – Hardcover Calculations: Stormwater Overlay District Tier Total Area in Zone Allowed Hardcover Existing Hardcover Proposed Hardcover Tier 1 23,823 s.f. 5,955 s.f. (25 %) 737s.f. (3%) 2,607 s.f. (11%) Applicable Regulations: Side Setback Variances (Section 78-570) Many of the properties on Big Island are substandard in area and/or width. In the early 1980s, the City designated all contiguous or abutting land owned in common (as of 11/9/1981) to be considered a single lot deemed a Record Lot. Record Lot status qualified the existing nonconforming 71 FILE #LA24-000015 15 April 2024 Page 3 of 5 lots to be developed or redeveloped without requiring a lot area or lot width variance. Graduated setbacks were developed based on lot width to allow for the smaller/narrower Record Lots to develop without variances whenever possible. Although the RS District setbacks provide administrative relief for narrow/substandard width lots, the setback required for a 100-foot-wide lot is 30 feet whereas a lot only one foot narrower (99 feet wide) is permitted a 10-foot setback. As a comparison, the LR-1C District which requires a minimum of ½ acre in area and 100 feet in width, has a 10-foot side setback requirement. The applicants’ lot and their proposed house location would be conforming if it were on Casco Point, for example. The applicants’ position is that by measuring the lot’s width using a measurement perpendicular to the lot lines rather than parallel to the shoreline (as required by Code) would allow the application of the 10-foot side setbacks. The difference between the measurement methods is negligible however the result of measuring the width parallel to the shoreline is a significantly larger setback burden on the property. Their proposal is a request for approximately 6 feet of setback relief on the north side, and 3 ½ feet of relief on the south side. Variance from the 10-foot building separation (Section 78-1438) To position the cabin as centrally as possible on the property, the new cabin will encroach upon the required 10-foot minimum separation between buildings as it will come within 9 feet of the existing shed/outhouse. The purpose of the 10-foot building separation requirement is to limit the appearance of massing and reduce the visual bulk that could result from building orientation and proximity. Based on the nature of the property, It is unlikely the 9-foot separation between the 1½- story cabin and the 25-square-foot outhouse will impact the appearance of massing when viewed from off-site. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The applicants are proposing to construct a new seasonal cabin on their Big Island property which is consistent with the intent of the ordinance. The side yard setback variances requested are reasonable considering the lot size and the amount of open space provided on the property and the neighboring properties and are consistent with the immediate 72 FILE #LA24-000015 15 April 2024 Page 4 of 5 neighborhood. The variance to reduce the required 10-foot separation between buildings to 9 feet will not conflict with the intent of the ordinance. 2. The variance is consistent with the comprehensive plan. The variances for a new seasonal cabin which is consistent with the Comprehensive Plan. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The applicants are proposing to use the property reasonably with the construction of a seasonal cabin. The RS District setback flexibility provides relief from the strict 50-foot setback requirement however the property width falls just over the cutoff for the minimal 10-foot setback by ±1-2 feet. The setbacks proposed are generally consistent with the existing home and neighbors to the south. Additionally, the proposed 9-foot separation between the cabin and outhouse is reasonable. b. There are circumstances unique to the property not created by the landowner; The lot’s substandard size and width are not the result of actions by the property owners; and c. The variance will not alter the essential character of the locality. The proposed location of the new cabin is consistent with the cabins in the immediate area and will not negatively impact the character of the island. Additionally, City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as a seasonal cabin is an allowed use in the RS District. 7. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The substandard area and width of the property within the RS zoning district apply to the property and to the immediate neighbors which support the requested variances. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. The property’s width between 102 and 99 feet isn’t uncommon as many of the properties on the Island are the result of the combination of historic 50-foot-wide lots into groups of 2 or 3. However, the width measurement, the angle of the shoreline, and the slight trapezoidal shape of the property are unique characteristics within the 5-acre RS zoning district. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Granting the requested setback variances provides a reasonable buildable area on the substandard property. Denying the proposed 9-foot separation between the existing 25-square-foot shed/outhouse building and the proposed cabin would impact a substantial property right of the applicants. 73 FILE #LA24-000015 15 April 2024 Page 5 of 5 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting of the requested variances would not impair health, safety, comfort or morals and would be in keeping with the intent of the zoning code. 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. The relatively narrow lot within the RS district results in limited building areas for the construction of a reasonably sized, new seasonal cabin on the site. Granting the requested variances is necessary to alleviate a difficulty. The Commission may recommend or the Council may impose conditions in granting variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments We have received comments from neighbors in support of the applicants’ request (Exhibit I). Issues for Consideration 1. Does the Planning Commission find that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Planning Commission find that the variance(s), if granted, will not alter the essential character of the area? 3. Does the Commission find it necessary to impose conditions to mitigate the impacts created by the granting of the requested variance(s)? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Planning Staff recommends approval of the variances as applied. 74 4/1/24, 2:59 PM Permit List | Citizenserve https://www2.citizenserve.com/Admin/PermitController?Action=ListPermits&WorkOrder_ID=88245466&ciDisplay=null&getPrint=true&skipLoading=true 1/1 Land Use Application Summary Application Date:03/11/2024 Address:200 Big Island Orono, MN 55331 Parcel Number:2311723230032 Land Use Number:LA24-000015 Application Submitted By:Property Owner Owner:Name: Patrick Sutter & Anne Sutter Address: - Patrick Sutter Applicant:Name: Patrick Sutter Company: Address: 14325 Oakwood Rd Ext Minnetonka , MN 55345 Psutterr@gmail.com Contact Information:Associated Contact: Ian Villamil Ianvillamil@gmail.com Associated Contact: Annie Sutter adsuttss@gmail.com Associated Contact: Jeff Hoffman jeffhoffman05@gmail.com Associated Contact: Project Description:New seasonal use cabin Land Use Application Type:Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application Applicant Signature: 75 PC Exhibit B March 12, 2024 Orono City Planning & Counsel 2780 Kelley Parkway Orono, MN 55356 Re: 200 Big Island Variance request Dear Orono Planning Commission & Counsel members, Thank you for reviewing our variance request. We have lived in Minnetonka for over 35 years and enjoyed Lake Minnetonka for all of them. When the opportunity came up to purchase land on Big Island, we followed our dream and purchased 200 Big Island in May of 2023 with plans of building a small seasonal cabin for our family. Over the winter we started working on plans with a small 32’ X 40’ foot print built into a hill with a walkout basement. Understanding the lot is 97’8” wide with adequate side and front setback we felt we had a solid plan that complemented this sloping lot. After meeting with the extremely helpful Melanie Curtis we discovered side setback is determined by a measurement of shore angle and the property measured over 100’ and would require side setback of 30’ on each side. Our lot measured at 100’ 8” meaning we need to have 60’ side set back on a 97’8” lot that would normally have 20’ total side setback. Being very mindful of our neighbors, the cabin size and positioning gives more than 95’ on the north and 68’ on the south between cabins. We are hoping for reasonable accommodation to accept the designed cabin size and proportional positioning on the property. We have looked at narrowing the building to fit but that increases material waste and takes away from the cabin’s appearance and functionality. Thank you for your time and consideration. Respectfully submitted, Patrick & Annie Sutter 14325 Oakwood Rd Ext Minnetonka, MN 55345 76 Applicants' Request 3/12/24, 4:07 PM Permit Details | Citizenserve https://www2.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=14259918&WorkOrder_ID=882…1/2 PRACTICAL DIFFICULTIES DOCUMENTATION FORM LA24-000015 1. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Chapter. Response: No, We plan on using the property as a seasonal single family cabin in recreational zoning. 2. The plight of the landowner is due to circumstances unique to his property not created by the landowner. Response: The variance request is due in part to an angled measurement at the 75’ setback. Because the measurement is 8” over 100’ the side setback goes from the normal 10’ to 30’ 3. The variance, if granted, will not alter the essential character of the locality. Response: If granted it will not alter the character of the area. 4. Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter. Response: N/A 5. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minnesota Statutes, Section 116J.06, Subd. 2, when in harmony with this Chapter. Response: N/A 6. The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not allowed under this Chapter for property in the zone where the affected person's land is located. Response: N/A 7. The Board or Council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. Response: N/A 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. Response: N/A 9. The conditions do not apply generally to other land or structures in the district in which said land is located. Response: N/A 77 PC Exhibit C 3/12/24, 4:07 PM Permit Details | Citizenserve https://www2.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=14259918&WorkOrder_ID=882…2/2 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Response: The granting of this application will allow us to position the cabin left of center with approximately 27’ side setback on each side and proportional to property frontage. Being very mindful of our neighbors, the cabin size and positioning gives more than 95’ on the north side and 68’ on the south side between cabin structures 11. The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code. Response: Will not impair health, safety, comfort, morals or in any other respect be contrary to the zoning code 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. Response: We feel the granting of this variance will provide reasonable accommodation to use this property in proportional balance. Building the structure at the current specification will reduce material waste and maintain the cabin’s appearance and functionality. 78 79 102.16 ftAverage Lakeshore Setback LineProposed SurveyPC Exhibit D 80Existing Conditions EAST ELEVATION - LAKE SIDESCALE: 1/2" = 1'-0"SOUTH ELEVATIONSCALE: 1/2" = 1'-0"WEST ELEVATION - REARSCALE: 1/2" = 1'-0"NORTH ELEVATIONSCALE: 1/2" = 1'-0"200 Big Island - Orono, MN200 Big Island - Orono, MN GENERAL NOTES:1.All questions and clarifications must be directed to the General Contractor.2.These drawings represent the design intent. Although these drawings have been drawn toscale, it is the General Contractor and Sub-Contractors responsibility to field verify any and allconditions that might affect their work and areas of construction.3.All construction is to fully comply with all local codes, laws and city ordinances. The GeneralContractor is responsible to comply with such codes, laws, city ordinances and lawful orders ofpublic officials.4.The General Contractor and Sub-Contractors responsibility for verifying all related conditionsand dimensions prior to the purchase and installation of any and all materials.6. All materials are to be installed in accordance with the manufactures instructions. Any deviancemust be approved by the homeowner.7. All mechanical, electrical and plumbing work and requirements are the responsibility of therespective sub-contractor(s).8.The homeowner will provide basic home owners insurance to cover loss from building materialtheft, fire and wind storm damage. The General Contractor and Sub-Contractors will provideWorkers Compensation and Liability Insurance per the laws of the state of Minnesota.9.The General Contractor will secure and pay for the general building permit. Each sub-contractorshall secure and pay for all other permits, fees, inspections necessary for the completion of theirwork.10.If a change of work is desired by the homeowner, the General Contractor will be provided writtennotification in the form of drawings or otherwise, of the change. The General Contractor shallsubmit in writing a firm proposal for any changes in cost and time resulting from the change.The agreement to proceed with the change in work is to be signed by both parties prior tocommencement of the change.11.All materials used in the construction are to be new, delivered to the job site in their original,unopened containers or wrapping with labels intact.12.Each sub-contractor is responsible for helping to keep the construction site reasonably free ofdebris during construction. All related debris shall be picked up and removed prior to completionof such related work.SHEET INDEX: 1 - COVER SHEET 2 - SITE PLAN 3 - ELEVATION, EAST (LAKE SIDE) 4 - ELEVATION, WEST (REAR) 5 - ELEVATION, NORTH 6 - ELEVATION, SOUTH 7 - FLOOR PLAN, LOWER LEVEL 8 - FLOOR PLAN, MAIN LEVEL 9 - FLOOR PLAN, UPPER LOFT AREA10 - FRAMING PLAN, EAST ELEVATION11 - FRAMING PLAN, WEST ELEVATION12 - FRAMING PLAN, NORTH ELEVATION13 - FRAMING PLAN, SOUTH ELEVATION14 - WALL SECTIONPROJECT GENERAL SCOPE: 1 - NEW LAKE HOME BUILD 2 - LANDSCAPE SURROUNDING AREAGENERAL CONTRACTOR:VILLAMIL CONSTRUCTIONIAN VILLAMIL - 612.221.7511ianvillamil@villamilconstruction.com114DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION COVER PAGE NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 81PC Exhibit E EAST ELEVATION - LAKE SIDESCALE: 1/2" = 1'-0"314DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION ELEVATION - EAST (LAKE SIDE) NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 82 WEST ELEVATION - REARSCALE: 1/2" = 1'-0"414DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION ELEVATION - WEST (REAR) NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 83 SOUTH ELEVATIONSCALE: 1/2" = 1'-0"514DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION ELEVATION - NORTH NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 84 NORTH ELEVATIONSCALE: 1/2" = 1'-0"614DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION ELEVATION - SOUTH NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 85 UDH-G2 2420-3WUSFDR12070UDH-G2 2420 UCA3048-LR UCA3048-LR 26702670 60706070307026701266 SQ FTLOWER LEVELSOUTHELEVATIONEAST ELEVATION (LAKE SIDE)UDH-G2 2432-2UDH-G2 2432-2B48B4840'32' 32'40'NORTHELEVATIONWEST ELEVATION(REAR)714DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION FLOOR PLAN - LOWER LEVEL NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 86 UAWN3020 UAWN3020 UDH-G2 2420-2WUDH-G2 2420UAWN3020-2WUDHG2 24323070 USFDR6070USFDR12070UDH-G2 24325070 287026702470266824701266 SQ FTMAIN LEVELEAST ELEVATION (LAKE SIDE)WEST ELEVATION(REAR)SOUTHELEVATIONUDH-G2 2432UAWN3020-2WUAWN3020-2W UDHG2 2432 B48B48B48B6827LCB5339L B30 B2216LB24LB24LB24LB24LB96242EB24L B48B48B48B6827LCB5339L B30 B2216LB24LB24LB24LB24LB96242EB24L U272490 29639740'32'40'32'NORTHELEVATION814DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION FLOOR PLAN - MAIN LEVEL NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 87 UCA POLY TRAPEZOIDUAWN7224UCAPOLY - TRAPEZOID26'32'26'260 SQ FTUPPER LEVELLOFT AREAU PU P OPEN BELOWLOFTUCAPOLY - TRAPEZOIDUCAPOLY - TRAPEZOID35 15/16" FS71 5/32" FS35 15/16" FS143" FS30 7/16" FS 68 11/16" FS 106 7/32" FS 72" FS23 1/8" FS 106 1/8" FS 45 1/16" FS EAST ELEVATIONSCALE: 3/4" = 1'-0"WEST ELEVATIONSCALE: 3/4" = 1'-0"WEST ELEVATION(REAR)SOUTHELEVATIONEAST ELEVATION (LAKE SIDE)914DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION FLOOR PLAN - UPPER LEVEL (LOFT) NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 88 121240'4"9'-4"2' 1 1/2" 8'-11 5/8" 35'-10 5/16"EAST ELEVATION - LAKE SIDE11'9'-1 1/8"9'-6 5/32"12121014DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION FRAMING PLAN - EAST ELEVATION NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 89 121240'4"9'-4"2' 1 1/2" 8'-11 5/8" 35'-10 5/16"WEST ELEVATION - REAR11'9'-1 1/8"15'-9 3/16"12129'-6 5/32"CMU BLOCK WALL1114DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION FRAMING PLAN - WEST ELEVATION NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 90 61241232'4"9'2' 1 1/2" 8'-8 5/8" 29'-7 9/32"NORTH ELEVATION11'9'-1 1/8"9'-6 5/32"CMU BLOCK WALL1214DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION FRAMING PLAN - NORTH ELEVATION NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 91 SOUTH ELEVATION4"9'2' 1 1/2" 8'-8 5/8" 35'-10 5/16" 11'9'-1 1/8"15'-9 3/16"CMU BLOCK WALL1314DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION FRAMING PLAN - SOUTH ELEVATION NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 92 12124"42"18"24"12"2" STYROFOAMVAPOR BARRIER4" SAND4" CONCRETEALUMINUM SOFFITMETAL ROOFICE & WATER SHIELD3/4" TONGUE & GROVEPLYWOOD DECKINGALUMINUMFASCIA1/2" SIDINGWRB1/2" PLYWOOD SHEETING9-5/8" CMU 24" ENGINEERED FLOOR TRUSS 24" TJI ENGINEERED ROOF TRUSS4" 42"18"24"12"2" STYROFOAMVAPOR BARRIER4" SAND4" CONCRETEALUMINUM SOFFITMETAL ROOFICE & WATER SHIELD3/4" TONGUE & GROVEPLYWOOD DECKINGALUMINUMFASCIA1/2" SIDINGWRB1/2" PLYWOOD SHEETING9-5/8" CMU ENGINEERED ROOF TRUSS6124121414DESCRIPTION: ENGINEER: DATE:SHEETOFDRAWN BY: ARCHITECT: CONTRACTOR:dp1,elev34-6,e1,d1,SX1,SY1SUTTER - LAKE HOME 200 BIG ISLAND - LAKE MINNETONKA - ORONO, MN BID SET - NOT FOR CONSTRUCTION WALL SECTIONS NEW HOME VILLAMIL CONTRUCTION - IAN VILLAMIL N/A N/A 3.14.2024 Jeff Hoffman - 612.720.1397 93 City of Orono Hardcover Calculation Worksheet Property Address: 200 Big Island Orono (our survey 230883) Prepared by: Thomas M. Bloom P.L.S. No. 42379 Date: 3/19/2024 Stormwater Quality Overlay District Tier: (Circle one)Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example)(Garage) (24' x 30') (720) S.F. A Boat House 59 S.F. B Sheds 223 S.F. C Deck 455 S.F. D S.F. E S.F. F S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover 737 S.F. Excludable Hardcover (See City Code Sec 78‐1684) Decks with Minimum 1/4" Spacing. Field verify. 100 S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 100 S.F. (3) Net Existing Hardcover 637 S.F. (4) Total Lot Area 23,823 S.F. Existing Hardcover Percentage [(3) / (4)]2.67% 94 Credit not allowed within 75-foot setback PC Exhibit F ADVANCE SURVEYING & ENGINEERING CO. I hereby certify that this report was prepared by me or under my direct supervision and that I am a licensed professional land surveyor under the laws of the State of Minnesota. Thomas M. Bloom Thomas M. Bloom P.L.S. No. 42379 Step 2: PROPOSED HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example)(Garage) (24' x 30') (720) S.F. A Boat House 59 S.F. B Sheds 223 S.F. C Deck 455 S.F. D Proposed House 1280 S.F. E Proposed Deck with Steps 690 S.F. F Proposed Retaining Wall 11 S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover 2,718 S.F. Excludable Hardcover (See City Code Sec 78‐1684) Retaining Walls 11 S.F. Decks with Minimum 1/4" Spacing. Field verify. 100 S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 111 S.F. (3) Net Proposed Hardcover [Subtract line (2) from line (1)] 2,607 S.F. (4) Total Lot Area 23,823 S.F. Proposed Hardcover Percentage [(3) / (4)]10.94% 95 Credit can be applied to the deck on the house if it qualifies. 96 PC Exhibit G 97 98PC Exhibit HSpring 99Summer From:Judson Champlin To:Melanie Curtis Cc:psutterr@gmail.com Subject:200 Big Island - Variance Date:Tuesday, April 2, 2024 9:15:13 PM Hello Melanie. I hope all is well with you. I own 210 Big Island, just to the south of 200 Big Island. Patrick Sutter (owner of 200 Big Island) filled me in on his building plans. I see no problem with granting his variance request to allow him to build 26.5 feet from his south property line and 26.9 feet from his north property line, which is less than the 30 feet setback set forth in the code. I hope you are able to grant his request. Please let me know if I can provide anything further from my end. Take care. -Jud -- Judson K. Champlin Westman, Champlin and Koehler, P.A. Suite 1100 121 South Eighth Street Minneapolis, MN 55402 www.wck.com 612-334-3222 Intellectual Property Attorneys WARNING: The information contained in this transmission may be privileged or confidential. It is intended only for the above identified recipient. If you are not the intended recipient, please forward this transmission to the author. Please delete this transmission and all copies. Thank you. 100 Champlin Comments PC Exhibit I 101 O'Gara Comments 102 38 22-117-23 14 0001 THREE RIVERS PARK DISTRICT 3000 XENIUM LA N PLYMOUTH MN 55441 38 22-117-23 14 0003 THREE RIVERS PARK DISTRICT 3000 XENIUM LA N PLYMOUTH MN 55441 38 23-117-23 23 0003 FRED A BRUNTJEN 2710 FOXGATE DR MINNETONKA MN 55305 38 23-117-23 23 0004 FRED A BRUNTJEN 2710 FOXGATE DR MINNETONKA MN 55305 38 23-117-23 23 0019 KEVIN LEISEN MARGARET A LUNETTA 2235 LONGACRES DR CHANHASSEN MN 55317 38 23-117-23 23 0020 KEVIN LEISEN MARGARET A LUNETTA 2235 LONGACRES DR CHANHASSEN MN 55317 38 23-117-23 23 0027 DAVID SAARI 21035 OAK LA GREENWOOD MN 553315 38 23-117-23 23 0028 MICHAEL PATRICK DOUGHERTY 2535 PARK AVENUE MINNEAPOLIS MN 55404 38 23-117-23 23 0029 STEVEN & KAREN BACKES 170 BIG ISLAND BOX 183 EXCELSIOR MN 55331 38 23-117-23 23 0030 WILLIAM & GAYLYNN LILJEMARK 18140 27TH AVE N WAYZATA MN 55447 38 23-117-23 23 0031 JOHN D URAN CHERYL SCOTT URAN 19 CENTER ST EXCELSIOR MN 55331 38 23-117-23 23 0032 PATRICK H SUTTER ANNE D SUTTER 14325 OAKWOOD RD EXT MINNETONKA MN 55345 38 23-117-23 23 0033 230 BIG ISLAND LLC 2710 FOXGATE DR MINNETONKA MN 55305 38 23-117-23 23 0034 JUDSON K CHAMPLIN ALEYA R CHAMPLIN 2643 THOROUGHBRED LN LONG LAKE MN 55356 38 23-117-23 23 0035 DANIEL J O'GARA 1579 BOARDWALK CT ST PAUL MN 55118 38 23-117-23 23 0036 THOMAS KOLAR SARAH KOLAR 225 YOSEMITE CIR N GOLDEN VALLEY MN 55422 38 23-117-23 32 0001 NANCY L FARNES 2710 FOXGATE DR MINNETONKA MN 55305 38 23-117-23 32 0002 450 BIG ISLAND LLC 3946 W 50TH ST EDINA MN 55424 38 23-117-23 32 0018 TED R HANNA JR. 3331 SHORE DRIVE EXCELSIOR MN 55331 38 23-117-23 32 0019 CURTIS L NELSON 6462 GRAND VIEW DR EDEN PRAIRIE MN 55346 38 23-117-23 32 0020 FRED A BRUNTJEN 2710 FOXGATE DR MINNETONKA MN 55305 38 23-117-23 32 0023 RICHARD W PARSONS 4424 82ND ST W BLOOMINGTON MN 55437 38 23-117-23 32 0062 JOSPEH P THULL SARA J THULL 6872 HIGHOVER DR CHANHASSEN MN 55317 38 23-117-23 32 0064 PETER THISS & SUZY THISS 336 LAKE ST EXCELSIOR MN 55331 103 PC Exhibit J He nn epin Co u n ty L oc ate & N o tify Map 200 Bi g Isla nd 0 200 400100 Feet Da te : 3/1 3/20 24 Buffer Size:500Map Co mm e nts : Th is d ata (i) is furn ish ed 'AS IS' with no represen ta tion as tocompleteness or accuracy; (ii) is fu rn ish ed with n o warra nty of anykind; an d (iii) is n ot suitable for le ga l, eng ineerin g or surve yingpurposes. Hennepin County shall not b e liab le for a ny da ma ge , in ju ryor loss resu lting from this dat a. Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us 104 Date: April 15, 2024 Item: 5.4 Presenter: Natalie Nye, Planner Section: Public Hearings Title: LA24-000016, Steve Fisher, 3339 Crystal Bay Road, Variances (Natalie Nye) 1.Purpose: The applicant is requesting variances from average lakeshore setback, 75-foot lake setback, hardcover within the 75-foot setback, overall hardcover, rear yard setback and driveway width in order to construct an addition to an existing home. 2.MN§15.99 Application Deadline: The application was received on March 14, 2024 and deemed complete on March 25, 2024. The 60-Day timeline for review will expire on May 24, 2024 3.Background: The subject property is substandard in size and width and the current home on the property is nonconforming. The 75-foot setback and the average lakeshore setback bisect the current home. Also, the hardcover on the property exceeds the maximum allowed. The applicant is proposing to construct an addition to the existing home and a new front porch. The addition will include an additional garage stall on the first floor and a screened in porch on the second floor as well as a covered front porch. The proposed addition increases the overall hardcover on the site and increases the amount of hardcover within the 75-foot lake setback. The addition will be built within the 75-foot setback and in front of the average lakeshore setback line. 4.Staff Recommendation: Staff recognizes the constraints of the substandard lot with an existing nonconforming home. However, staff believes the homeowner has reasonable use of the property and the application is not supported by practical difficulty. Staff recommends denial of the request as applied. 5.Planning Commission Action Requested: Motion to deny the application for variances at 3339 Crystal Bay Road as applied. AGENDA ITEM Exhibits Exhibit A - Staff Report Exhibit B - Application Exhibit C - Practical Difficulties Summary Exhibit D - Narrative Exhibit E - Survey Exhibit F - Plans Exhibit G - Hardcover Calculations Exhibit H - Neighbor Comment Letter 105 Exhibit I - Mailing List & Map 106 Date Application Received: 03/14/2024 Date Application Considered as Complete: 03/25/2024 60-Day Review Period Expires: 05/24/2024 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Natalie Nye, Planner Date: April 15, 2024 Subject: #LA24-000016, Steve Fisher, 3339 Crystal Bay Road Variances - Public Hearing Background The subject property is substandard in size and width and the current home on the property is nonconforming. The 75-foot setback and the average lakeshore setback bisect the current home. Also, the hardcover on the property exceeds the maximum allowed. The applicant is proposing to construct an addition to the existing home and a new front porch. The addition will include an additional garage stall on the first floor and a screened in porch on the second floor as well as a covered front porch. The proposed addition increases the overall hardcover on the site and increases the amount of hardcover within the 75- foot lake setback. While the addition meets the required side yard setback, the addition will be built within the 75-foot setback and in front of the average lakeshore setback line. Practical Difficulties Analysis Applicant Submittal Information: The applicant has identified the property’s substandard size and width as practical difficulties. The garage on the existing home is small and unable to properly store a larger vehicle or any additional storage. The proposal will remove an existing gravel parking pad to accommodate the addition and expanded driveway. The applicant has indicated that parking along Crystal Bay Road is very difficult due to the width and the additional parking on the driveway will be a safer option. The applicant added that the screened in porch above the garage addition would not increase hardcover and that the proposed front porch would add lake side seating that the home currently does not have. Planning Staff Practical Difficulty Analysis: Staff acknowledges the site constraints of the lot. The small size of the lot, unique element of Crystal Bay Road being located within the property boundaries, and proximity of the lake are all practical difficulties when constructing on this lot. The property currently has a 2-stall garage and 2 parking spaces on the driveway as well as a parking pad along Crystal Bay Road. The new addition would increase the existing hardcover from 38% to 44% overall hardcover which staff believes is substantial with little effort to remove additional hardcover. The proposed garage/ screen porch addition is in front of the average lakeshore setback line and although pulled back from the front of the existing home, it is in front of the neighboring properties homes. The proposed front porch expansion could be supported as access to the front door is necessary for use of the home. Additional testimony from the application should be requested regarding the proposed variances and any mitigation or improvements to the site that could be made. The proposal is not providing any improvement to the site to mitigate stormwater or bring the property closer to conformance of the city code. The owner has reasonable use of the parcel for a single-family home. Staff does not find there is practical difficulty present to support the application as applied. Application Summary: The applicant is requesting variances for average lakeshore setback, 75-foot lake setback, hardcover within the 75-foot lake setback, overall hardcover, rear yard setback, and driveway width in order to construct an addition to an existing home. Staff Recommendation: Planning Department Staff recommends denial as applied. 107 PC Exhibit A FILE #LA24-000016 April 15, 2024 Page 2 of 6 LOT ANALYSIS WORKSHEET Section 78-350 & 78-1279 – Setbacks: LR-1C District Required Existing Home Proposed Garage Addition Proposed Porch Addition Rear 30’ 0 (deck encroaches outside of the property) 23.5’ n/a East Side 7.5’ 19.4’ 8.6’ n/a West Side 7.5’ 0.8’ n/a 10’ Lakeshore 75’ 50.5’ 59.4’ 65’ Average Lakeshore Not Compliant Not Compliant Not Compliant Section 78-350 – Lot Area/Width: LR-1C District Lot Area Lot Width Required 21,780 s.f. (0.5 acres) 100’ Actual 5,693 s.f. (0.13 acre)* 63’ @ 75’ / 63’ @ OHWL *The total lot coverage does not include the area of Crystal Bay Road Section 78-1403 – Structural Building Coverage: Total Lot Area Total Structural Coverage 5,693 s.f. (0.13 acre) *Allowed: 2,000 s.f. Existing: 1,370 s.f. Proposed: 1,634 s.f. *Parcels under 10,000 sq.ft quality for 2,000 sq.ft building footprint Section 78-1680 and 78-1700 – Hardcover Calculations: Stormwater Overlay District Tier Total Area Allowed Hardcover Existing Hardcover Proposed Hardcover Tier 1 5,500 s.f. 1,423.25 s.f. (25 %) 2,148 s.f. (37.73%) 2,527 s.f. (44.39%) Applicable Regulations: Hardcover Variance (Section 78-1680) The property is approximately 0.13 acres in a half-acre minimum zoning district. The existing hardcover on the property is 37.73% of the total area which is over the Tier 1 maximum of 25%. The proposed garage addition and new front porch will increase the overall hardcover on the property by 379 square feet bringing the property to 44.39% total hardcover. The property is small in size and any increase in hardcover substantially increases the overall percentage. The applicant is proposing to remove the gravel parking pad, but no other hardcover is proposed to be removed. Along with the proposed garage addition, the driveway will also need to increase in size. The applicant has not proposed any permeable pavers to offset the increase of hardcover or new hardcover within the 75-foot setback. 75-foot Lakeshore Setback Variances and Average Lakeshore Setback (Section 78-1279) The existing home is approximately 50 feet from the OWHL when 75 feet is required. The 75-foot lake setback as well as the average lakeshore setback currently bisect the home. The proposed garage addition and addition of a front porch are proposed to be encroaching into both the 75-foot and average lakeshore setback. The proposed garage addition while setback from the existing home at approximately 59 feet, the 108 FILE #LA24-000016 April 15, 2024 Page 3 of 6 addition is still in front of the neighboring home and thus potentially impacting their currently enjoyed views of the lake. Rear Yard Setback (Section 78-350) The rear yard setback for the LR-1C District is 30 feet. The current home does not meet this setback as part of the home (the rear deck) encroaches over the rear property line. This portion of the home will remain in place. The proposed addition will be setback approximately 23.5’ from the rear property line, not meeting the 30-foot rear yard setback requirement. The subject property is small and does not have the depth to meet both the rear yard setback and the required lake (front) and average lakeshore setbacks. However, a variance is still required. Driveway Width (Section 78-1681) The driveway regulations for residential districts limit driveways to 20 feet at the property line. The proposed driveway will be widened in order to accommodate the garage addition of a third stall. The lot is shallow and does not allow the driveway to properly taper down to meet the requirement of the code. The driveway today is approximately 18 feet and meets this city standard. The proposed driveway width to support a 3rd stall garage at the property line is approximately 23 feet, exceeding the maximum allowed and thus requiring a variance. Shoreland Driveway Width (78-1282) Driveways within the 75-foot setback are limited to 8 feet in width. This code regulation can contradict the City’s requirement that driveways must meet the minimum width of the garage doors. The existing driveway exceeds the maximum width at approximately 18 feet and the driveway is proposed to be expanded to accommodate a third stall. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The variances requested for the construction of an addition and front porch on an existing home are not in harmony with the general intent of the Ordinance. The proposal will increase overall hardcover on the site and add additional hardcover within the protected 75-foot lake setback. The proposed additions are proposed to be in front of the average lakeshore setback line and within the 75’ lake setback, which can impact the protections of the lake and lake views by the neighboring properties. While the parcel is substandard in size and the existing home on the 109 FILE #LA24-000016 April 15, 2024 Page 4 of 6 parcel is nonconforming, the design of the addition is not minimal as it includes a second story. The applicant has reasonable use of the property with the existing single-family home. This criterion is not met. 2. The variance is consistent with the comprehensive plan. The proposed variance is not consistent with the comprehensive plan. The comprehensive plan emphasizes the protection of natural resources including our natural waterways. The proposed increase in hardcover and footprint encroachments within the 75-foot lake setback are not consistent with the goals of the comprehensive plan. This criterion is not met. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The property owner currently has reasonable use of the site with the existing single-family home with a 2-stall garage. The proposed expansion of the existing home within the lake setback and in front of the average lakeshore setback line is not supported by practical difficulties and therefore is not a reasonable use of the property. This criterion is not met. b. There are circumstances unique to the property not created by the landowner; The existing house was not built by the current owners. The lot is substandard in area and width. The small lot size, substandard width, and existing improvements, such as Crystal Bay Road, are not the result of the current property owner’s actions. This criterion is met. c. The variance will not alter the essential character of the locality. The proposed variances resulting in the construction of an addition beyond the setbacks of the neighboring properties and thus in front of the average lakeshore setback is not in character with the neighborhood. The neighborhood has many lots that are shallow and substandard in size that require variances to redevelop. However, the City has been strict to adhere to the average lakeshore setback requirements, which this proposal does not meet. This criterion is not met. Additionally, City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as a residential home is a permitted use in the LR-1C District. 7. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. This condition is not applicable. 110 FILE #LA24-000016 April 15, 2024 Page 5 of 6 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The substandard lot size, substandard lot width, and existing conditions of the property are unique conditions to this specific property. This criterion is met. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. While the surrounding properties are similar in size, the location of the existing structures on the property are unique to the subject property. This criterion is met. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The existing home on the property currently has a two-car garage. While the existing garage may be smaller than desirable, it currently usable. The proposal also includes a second story screened in porch and front porch addition that are not necessary for the preservation and enjoyment of the property. The increase in hardcover, expansions within the lake setback and the inability to meet the average lakeshore setback is not supported by practical difficulties. This criterion is not met. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances would be contrary to the intent of the zoning chapter. This criterion is not met. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. There are not practical difficulties that support the application as proposed. The requested variances for a new garage addition with a second story screened in porch and a new front porch addition seem to be above and beyond what is needed to resolve the constraints of the property today. The requested variances seem to be a convenience to the applicant as they currently have reasonable use of the parcel with the existing single-family home. This criterion is not met. The Commission may recommend or Council may impose conditions in granting of variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments The neighboring property owner at 3335 Crystal Bay Road has submitted a letter of concern which is included as Exhibit H. The neighbor explains concerns regarding drainage and lake views. Issues for Consideration 1. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Commission should discuss the increase in hardcover within the 75-foot setback. 3. The Commission should discuss if the property owner has reasonable use of the property. 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Planning staff recommends denial of the requested variances as applied. Staff understands the constraints of the substandard lot and existing conditions. However, the plan would need to be modified in order to gain staff’s support. The applicant should explore the possibility of an 111 FILE #LA24-000016 April 15, 2024 Page 6 of 6 expansion of the garage without needing to add a third stall. The addition should minimize the impact to the neighbor, perhaps by only being one-story. The driveway should also be modified to meet the 20-foot width standard. The applicant should also explore removing additional hardcover features to bring the site closer to conformance. 112 4/10/24, 2:43 PM Permit Details | Citizenserve https://www3.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=14269374&WorkOrder_ID=882…1/1 Land Use Application Summary Application Date:03/14/2024 Address:3339 Crystal Bay RD Orono, MN 55391 Parcel Number:1711723410021 Land Use Number:LA24-000016 Application Submitted By:Agent on behalf of property owner Owner:Name: JONATHAN & THERESA HOFER Address: 3339 CRYSTAL BAY RD WAYZATA MN 55391 Applicant:Name: Steve Fisher Company: SJ Fisher Construction Address: 70 Florence Drive Excelsior, MN 55331 stevelynnefisher@msn.com Contact Information:Associated Contact: Steve Fisher stevelynnefisher@msn.com Associated Contact: JONATHAN & THERESA HOFER Associated Contact: Mark Gronberg markg@gronbergassoc.com Associated Contact: Project Description:Garage addition Land Use Application Type:Amendmend Application Appeal of Admin Decision Concept Application Conditional Use Permit Site Plan Application Subdivision Application Subdivision Exception Vacation Application Variance Application Applicant Signature: 113 PC Exhibit B 4/10/24, 2:48 PM Permit Details | Citizenserve https://www3.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=14269374&WorkOrder_ID=882…1/2 PRACTICAL DIFFICULTIES DOCUMENTATION FORM LA24-000016 1. The property owner proposes to use the property in a reasonable manner not permitted by the Zoning Chapter. Response: There are practical difficulties in complying with the zoning ordinance. The property owner intends to use the property in a reasonable manner consistent with the neighborhood. 2. The plight of the landowner is due to circumstances unique to his property not created by the landowner. Response: The shallow small lot requires a variance. The issue is created due to how the current house sits on the lot. In addition, currently there is not a lake side deck. 3. The variance, if granted, will not alter the essential character of the locality. Response: Correct 4. Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter. Response: NA 5. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minnesota Statutes, Section 116J.06, Subd. 2, when in harmony with this Chapter. Response: NA 6. The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not allowed under this Chapter for property in the zone where the affected person's land is located. Response: NA 7. The Board or Council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. Response: NA 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. Response: NA 9. The conditions do not apply generally to other land or structures in the district in which said land is located. Response: NA 114 PC Exhibit C 4/10/24, 2:48 PM Permit Details | Citizenserve https://www3.citizenserve.com/Admin/PermitController?Action=DisplayPermitDetail&SelectedTab=Permits&Permit_ID=14269374&WorkOrder_ID=882…2/2 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Response: The applicant has a narrow lot with a small inadequate garage for their family, in addition to lack of storage and deck. 11. The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code. Response: Correct 12. The granting of such variance will not merely serve as a convenience to the applicant but is necessary to alleviate demonstrable difficulty. Response: The homeowners need to alleviate storage and garage inadequacies, as well as a need for a lakeside deck. 115 Jon & Theresa Hofer 3339 Crystal Bay Road We want to clarify the prac�cal difficulty the applicant faces every day. a. The applicants exis�ng garage atached to the house is nonconforming. It is smaller than a normal 20x22 two stall garage. Their garage is only 17.9 x 19.6 with low ceilings - only 7’ tall. They can only buy small cars that fit inside the garage due to the height, width and length constraints. In addi�on, they are currently forced to back one of their small cars in, in order to be able to open their car door. It does not func�on for today’s larger vehicles for growing families. b. The applicant is unable to buy a SUV or minivan, due to the height. It simply will not fit inside the exis�ng garage. A standard size car will not fit either. c. The applicant does not have room for bikes, a lawn mower, or even a snowblower, they need to be stored inside their 1500-1700 sq. �. house. d. The exis�ng house was not built by the current homeowners. The lot is substandard in length and width. The applicant is proposing to maintain the similar lake set back while adhering to the average lakeshore setback. The small lot size, the substandard width, and exis�ng road, Crystal Bay Road, are not the result of the current property owner’s ac�ons. e. The variance will not alter the essen�al character of the locality. The proposed variances resul�ng in the construc�on of an addi�onal garage will not alter the character of the area. The neighborhood along Crystal Bay Road is redeveloping and many of the new proper�es require variances. The proposal is in line with the neighboring homes along the street. f. Crystal Bay Road is plated in between houses and the lake, another prac�cal difficulty. Their hardcover dirt underneath the road does not give them any credit, even though they own the dirt. It is a hardship for the owners, making their lots even smaller, which makes the City hardcover requirement difficult to meet. g. Due to Crystal Bay Road being so narrow, there is tremendous hardship parking and passing others. A wider driveway would help solve parking problems, not only for them, but for the neighbors as well, when company or service vehicles come to their house. h. The porch on top of the requested garage does not affect hard cover. i. The exis�ng house purchased has never had a lakeside deck. There is a prac�cal difficulty because the road in front of the lake is disrup�ve and hinders views of the lake when lawn chairs are on the uneven ground as vehicles pass by. There is not an area on the North side of the road, near the lake, to have lawn chairs. 116 PC Exhibit D 117 118 PC Exhibit E119 PC Exhibit F120 121 122 123 124 PC Exhibit G 125 From:Paul Rehman To:Natalie Nye Subject:Re: 3339 Crystal Bay Road Date:Friday, April 5, 2024 3:28:24 PM Hi Natalie. Thanks for taking the time on the phone the other day regarding the home addition at 3339 Crystal Bay Road next door to us. As per our conversation, I appreciate the opportunity to include our input: We have just a few concerns: 1) We have water runoff/ drainage concerns towards our property with landscaping both in the past and with any new construction. We want to have assurances that any additions, retaining walls, driveways and landscaping does not increase (and frankly, reduces) drainage to our property. Currently we endure: -east side of property: -365 days per year storage next to our lot line with tarp on ground collecting and depositing rain water near our lot boundary (In front of our kitchen window.) -current position of neighbors pop up drains (only in the rear of house do I believe pop up drain affects runoff to us near tarp.) -rear of property: -current edging and landscaping diverts runoff from HC trail from behind 3339 to behind our property. This is unacceptable and needs to be diverted. We don't feel we should suffer the runoff from the trail behind their property. 2) We oppose any walls, berms, fences and landscaping that blocks our expensive view of the lake. 3) In conclusion, our home is old (1800's) and has a functional basement with drain tile and a well/pump room extending out a couple feet towards and possibly slightly under the boundary line of the Hofer's property. This concerns me and any contractor/builder MUST be mindful of this as we would not be able to guess how much weight and disturbance our foundation could endure from heavy construction equipment and installing walls, fences or landscaping near the lot line of the property. This we consider critical. 4) Thank you in advance for your attention with these matters. Paul and Lois Rehman 3335 Crystal Bay Road 952-457-9925 On Wed, Apr 3, 2024 at 1:23 PM Natalie Nye <nnye@oronomn.gov> wrote: 126 PC Exhibit H Please find the proposed plans for 3339 Crystal Bay Road. If you have any comments please send them to me so I can include them in the Planning Commission packet. Thank you, Natalie Natalie Nye Planner City of Orono Direct 952.249.4626 2750 Kelley Parkway, Orono, MN 55356 www.oronomn.gov 127 38 17-117-23 34 0052 HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITY 701 4TH AVE S SUITE 700 MINNEAPOLIS MN 55415 38 17-117-23 41 0003 SEAN PATRICK KANE MORGAN ANN RETHLAKE 2150 KENWOOD WAY WAYZATA MN 55391 38 17-117-23 41 0004 GREGORY BLASKO 3295 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0013 GREGORY J BLASKO WHITNEY R BLASKO 3295 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0015 CRYSTAL BAY LLC 3285 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0016 DAVID A SCHMID 3309 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0017 DALE OLSEN & JONMARI OLSEN 3315 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0018 TODD OLSON 3325 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0019 CHAD & REBECCA MCSHANE 3329 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0021 JONATHAN & THERESA HOFER 3339 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0022 SEAN R FOY 3345 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0023 JULIE B JONES 3349 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0024 JEFFREY DONALD HEMENWAY 3355 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0025 OLD SHORELINE LLC 7455 FRANCE AVE S STE 351 EDINA MN 55435 38 17-117-23 41 0027 JESSICA V FINNEGAN KEVIN C FINNEGAN 2190 KENWOOD WAY WAYZATA MN 55391 38 17-117-23 41 0028 CRYSTAL BAY LLC 3295 CRYSTAL BAY RD ORONO MN 55391 38 17-117-23 41 0029 DONNA E KABANUK 5233 TWIN LAKE BLVD E BROOKLYN CENTER MN 55429 38 17-117-23 41 0031 DONNA E KABANUK 5233 TWIN LAKE BLVD E BROOKLYN CENTER MN 55429 38 17-117-23 41 0034 PAUL J & LOIS E REHMAN 3335 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 41 0035 CLIFFORD G OWEN JILL L HUGHES 2175 KENWOOD WAY WAYZATA MN 55391 38 17-117-23 44 0016 BRANDON J BOLDUC JENNIFER A BOLDUC 3365 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 44 0017 JOSHUA JABS & NICOLE JABS 3369 CRYSTAL BAY RD ORONO MN 55391 38 17-117-23 44 0018 LYNN GORDON 462 VIXEN RD WAYZATA MN 55391 38 17-117-23 44 0019 GREGORY A HELMER 3385 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 44 0020 ROBIN YOUMANS 3393 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 44 0021 ROLAND M BRENNY 3399 CRYSTAL BAY RD WAYZATA MN 55391 38 17-117-23 44 0041 KRIS ANN FERRELL 2250 BAYVIEW PL WAYZATA MN 55391 38 17-117-23 44 0042 MICHELLE M BRASSINGTON 2240 BAYVIEW PL WAYZATA MN 55391 38 17-117-23 44 0057 MURRAY R MAURSTAD VICKI AUNE 2215 KENWOOD WAY ORONO MN 55391 38 17-117-23 44 0058 STATION 7 LLC 3220 NAVARRE LA WAYZATA MN 55391 128 PC Exhibit I 38 17-117-23 44 0082 WILDER MAEVE PROPERTIES LLC 2200 BAYVIEW PL WAYZATA MN 55391 38 17-117-23 44 0083 J L & P M SCHNECK 2230 BAYVIEW PL S WAYZATA MN 55391 38 17-117-23 44 0096 NANCY WALSH & PATRICK WALSH 2300 BAYVIEW PL WAYZATA MN 55391 38 17-117-23 44 0098 MICHAEL J SWANSON 3300 NAVARRE LA WAYZATA MN 55391 38 17-117-23 44 0104 CLAIR T ROOD 3280 NAVARRE LA WAYZATA MN 55391 38 17-117-23 44 0105 CLAIR T ROOD 3280 NAVARRE LA WAYZATA MN 55391 38 17-117-23 44 0108 CHRIS & COURTNEY BLOCK 2260 BAYVIEW PL WAYZATA MN 55391 38 17-117-23 44 0109 GLEN ASHDOWN GRACE MARIE ASHDOWN 3286 NAVARRE LA WAYZATA MN 55391 38 17-117-23 44 0110 ODELL TUTTLE & LARA TUTTLE 3290 NAVARRE LA WAYZATA MN 55391 129 He nn epin Co u n ty L oc ate & N o tify Map 333 9 C ry sta l Bay Rd 0 100 20050 Feet Da te : 3/2 0/20 24 Buffer Size:500Map Co mm e nts : Th is d ata (i) is furn ish ed 'AS IS' with no represen ta tion as tocompleteness or accuracy; (ii) is fu rn ish ed with n o warra nty of anykind; an d (iii) is n ot suitable for le ga l, eng ineerin g or surve yingpurposes. Hennepin County shall not b e liab le for a ny da ma ge , in ju ryor loss resu lting from this dat a. Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us 130 Date: April 15, 2024 Item: 6.1 Presenter: Melanie Curtis, Planner Section: Old Business Title: #LA23-000062, Granite Companies LLC o/b/o Travis & Sara Wildenberg, 3838 Cherry Avenue, After-the-Fact Conditional Use Permit for Lakeshore Walls (Staff: Melanie Curtis) 1.Purpose: To consider an after-the-fact conditional use permit for new lakeshore slope retaining walls. 2.MN§15.99 Application Deadline: The application was received on October 30, 2023, and considered to be complete on December 7, 2023. The initial 60-day review period would have expired on February 5, 2024. Staff extended the timeline an additional 60-days for a review period ending on April 5, 2024. Due to the delay in their plan preparation, the applicant requested an additional 60-day extension (Exhibit F). The review timeline will now expire on June 4, 2024. 3.Background: This application was reviewed and tabled at the January 16, 2024 Planning Commision meeting. The applicant was directed to provide additional supporting documentation from a professional engineer regarding the proposed retaining walls and slope stabilization. The applicant provided the following for review: Revised Proposed Conditions Survey by Advance Surveying & Engineering (attached Ex B) Wall Engineering by Criterium-Twin Cities Engineers (attached Ex C) Landscape Plan by Landscapes Unlimited (attached Ex D) Please reference the Staff Report attached as Exhibit A for a detailed analysis of the conditional use permit. 4.Staff Recommendation: Staff recommends the Planning Commission approve the after-the-fact conditional use permit. 5.Planning Commission Action Requested: Planning Commission should make a motion to recommend approval of the after-the-fact CUP for the lakeshore slope stabilization and retaining walls. AGENDA ITEM Exhibits Exhibit A - Staff Report2 Exhibit B - Revised Survey Exhibit C - Wall Engineering Exhibit D - Landscape Plan Exhibit E - PC Minutes Jan 16, 2024 Exhibit F - 60 day Extension 131 132 Date Application Received: 10/30/2023 Date Application Considered as Complete: 12/07/2023 60-Day Review Period Extension Expires: 06/04/2024 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Melanie Curtis, Planner mcc Date: 15 April 2024 Subject: #LA23-000062, Granite Companies LLC o/b/o Travis & Sara Wildenberg 3838 Cherry Avenue Conditional Use Permit: After-the-Fact Planning Commission Meeting #2 MN§15.99 Application Deadline The application was received on October 30, 2023, and considered to be complete on December 7, 2023. The initial 60-day review period would have expired on February 5, 2024. Staff extended the timeline an additional 60-days for a review period ending on April 5, 2024. Due to the delay in their plan preparation, the applicant requested an additional 60-day extension (Exhibit F). The review timeline will now expire on June 4, 2024. Background While the new home was under construction the existing improvements (walls, stairs, and a patio/landing) and the entirety of the lake slope vegetation including trees were removed. The contractor began installing a new stone slab lake access stair and new angular boulder retaining walls without permits and the work was stopped. The after-the-fact CUP request was presented to the Planning Commission in January; after review and discussion, the application was tabled to allow the applicant to provide additional technical information. Following the Planning Commission’s direction, the applicant provided an engineered design for the retaining walls, an updated landscape plan and a revised proposed certificate of survey showing the wall layout with a comment from their licensed professional stating that the “proposed retaining walls follow the same general layout as the existing retaining walls. Existing dry-stacked stone walls are failing and in need of replacement. Areas between new walls are proposed with plantings to help with screening of walls.” Application Summary: The applicant is requesting after-the-fact approval of a conditional use permit to construct new and replacement retaining walls on the lake yard slope within the 75- foot setback from the OHWL. Staff Recommendation: Planning Department Staff recommends approval. 133 PC Exhibit A FILE # LA23-000062 15 April 2024 Page 2 of 5 The applicant was directed by the Planning Commission to provide the following information: Requirement Response A structural analysis and statement from a licensed professional commenting on the pre-existing slope and wall stability. Additionally, provide a statement from a licensed professional stating the proposed replacement walls are the minimum (number, height, location, etc.) necessary to support and stabilize the slope.  Thomas Bloom (Advance Surveying & Engineering), provided this statement on the survey (attached as Exhibit A): “PROPOSED RETAINING WALLS FOLLOW THE SAME GENERAL LAYOUT AS EXISTING RETAINING WALLS. EXISTING DRY-STACKED STONE WALLS ARE FAILING AND IN NEED OF REPLACEMENT. AREAS BETWEEN NEW WALLS ARE PROPOSED WITH PLANTINGS TO HELP WITH SCREENING OF WALLS.” Construction plans from a licensed professional providing the required level of detail, i.e. materials, cross sections, top and bottom wall elevations for all walls, as well as a detailed site plan.  This has been provided.  See Criterium & Schimnowski retaining wall plan attached as Exhibit B A revised landscape plan that includes a mix of mid- height, deep-rooted perennials, native shrubs, and native coniferous and deciduous trees to provide a natural-looking, year-round screening of the proposed walls and the mass of the home. Your plan should identify the number, status (living, dead, etc.), species, and size of the trees removed, and the species, size, and location of the required replacement tree(s).  This has been provided.  See the Landscape Plan by Landscapes Unlimited, attached as Exhibit C Section 78-1680 and 78-1700 – Hardcover Calculations: Stormwater Overlay District Tier Total Area in Zone Allowed Hardcover Pre-Demo/ Existing Hardcover Proposed Hardcover Tier 1 22,5925 s.f. 5,648 s.f. (25 %) 7,755 s.f. (34.33%) 7,090 s.f. (31.4%) Applicable Regulation: Conditional Use Permit Analysis Revised (Sections 78-1279 and 78-916) Section 78-1279(3)(c) states that a wall within a defined bluff and bluff setback; and/or a replacement wall 4 feet in height or greater; and/or any new walls shall require a conditional use permit. New walls and replacement walls greater than 4 feet in height must meet the following conditions. The wall must be: 1. Designed to correct an established erosion problem; the applicant has indicated that the new walls were necessary to preserve the lake slope due to the existing wall failure and neglect over time. This criterion is met; and 134 FILE # LA23-000062 15 April 2024 Page 3 of 5 2. Suitable given the demonstrated need; The applicant’s surveyor provided the following statement: the “proposed retaining walls follow the same general layout as the existing retaining walls. Existing dry-stacked stone walls are failing and in need of replacement. Areas between new walls are proposed with plantings to help with screening of walls”. This criterion has been met; and 3. Designed by a registered engineer or landscape architect, depending on project scope; the applicant has provided an updated certificate of survey and engineered wall construction plan from a registered engineer and/or surveyor supporting the need for the currently proposed number and location of replacement walls. This criterion has been met; and 4. Designed to be the minimum size necessary to control the erosion problem. The applicant has provided a plan and statement from a licensed professional supporting the proposed landscaping and replacement wall solution. This criterion has been met. In addition to the conditions listed in Section 78-1279, Section 78-196 provides a list of conditions supporting Conditional Use Permit (CUP) issuance. The Planning Commission may recommend and the Council may grant a CUP as the use permit was applied for or in modified form. Based on 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; the new walls and landscape plan will help to preserve the lake slope. Protection and preservation of the natural lake shoreline is an identified priority of the Comprehensive 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; retaining walls within the lakeyard are permitted where they are deemed necessary to protect the integrity of the slope. The applicant’s engineer provided a statement indicating the need for the proposed walls and plantings. 3) Adequately served by police, fire, roads, and stormwater management; the property meets this standard. 4) Provided with an adequate water supply and sewage disposal system; the property meets this standard. 5) Not expected to generate excessive demand for public services at public cost; the retaining wall project should not generate an excessive demand for public services at a 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; the installation of replacement stone retaining walls including the proposed landscape plan to screen the walls will be compatible with the uses within the surrounding area. 7) Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; the installation of replacement stone retaining walls, including the proposed landscape plan to screen the walls, will be compatible with the character of the surrounding area. 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; the installation of replacement stone retaining walls including the proposed landscape plan to screen the walls will be compatible with the character of the improvements within the surrounding area. 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; the lakeshore slope improvements should 135 FILE # LA23-000062 15 April 2024 Page 4 of 5 not impact the neighboring property values or the enjoyment of the neighboring property owners. 10) Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; the applicant has provided a landscape plan which, once matured, should provide adequate natural screening and buffering of the retaining wall improvements when viewed from the lake. 11) Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; the proposed walls should not create a nuisance situation. 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; during the construction timelines for the home and the lake slope improvements, there will be additional nonresidential traffic on Cherry Avenue. The applicant and home builder are responsible for repairing any damage to the public improvements and shall keep the streets clear of sediment and debris at all times. 13) Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; the applicant has opted to install replacement walls using boulder materials and has proposed landscaping that will screen the walls and will be compatible with the character of the improvements within the surrounding area. 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; the lake yard improvements should not result in any lighting or glare being cast off the property toward the public street, the neighbors, or the lake; and 15) Not detrimental to the public health, public safety, or general welfare. This is true of the project. A CUP may be granted subject to such conditions as the Council may prescribe. Additionally, a CUP 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. Conditional Use Permit Analysis: Analysis of an after-the-fact condition is challenging as some of the factors for evaluation can be missing or altered. In this situation, the applicant has provided photos and a survey showing some detail about the slope and pre-existing walls before their removal. According to their engineer, the proposed new walls in the proposed configuration are necessary and are placed similarly to the previously existing walls which were failing. The applicant has demonstrated that the proposed plan is necessary to replace an aging wall system. The new walls and proposed landscape plan should sufficiently stabilize the slope. Public Comments Staff fielded several phone calls from neighbors inquiring about the status and details of the project, but none have provided formal feedback. Issues for Consideration 1. Does the Planning Commission find that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Commission find it necessary to impose conditions to mitigate the impacts created by the granting of the requested CUP? 3. Are there any other issues or concerns with this application? 136 FILE # LA23-000062 15 April 2024 Page 5 of 5 Planning Commission Consideration 1. Does the Commission find that the engineer’s statement about the slope stability and the currently proposed wall plan are acceptable; and 2. Does the Commission find the proposed landscape plan will adequately screen the new walls and provide stabilization for the slope? Planning Staff Recommendation The applicant has provided the required information and engineered plans for the wall reconstruction to stabilize the slope. Staff recommends the Planning Commission approve the after- the-fact CUP. 137 138Engineer's StatementPC Exhibit B 139PC Exhibit C 140 PC Exhibit D Minutes Planning Commission Regular Meeting Tuesday, January 16, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Chair Bollis called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. 1.ROLL CALL Orono Planning Commission members present: Chair Chris Bollis, Commissioners Mark McCutcheon, Dennis Libby and Bob Erickson. Commissioners Jon Ressler, Gary Kraemer and Ted Schultze were absent. Staff present: Community Development Director Laura Oakden, City Planner Melanie Curtis, and City Planner Natalie Nye. 2.APPROVAL OF AGENDA McCutcheon moved, Libby seconded, to approve the Agenda. VOTE: Ayes 4, Nays 0. 3.APPROVAL OF PLANNING COMMISSION MEETING MINUTES OF NOVEMBER 20, 2023 Libby moved, McCutcheon seconded, to approve the minutes of the Orono Planning Commission meeting of November 20, 2023. VOTE: Ayes 4, Nays 0. 4.PUBLIC HEARINGS 4.1. LA23-000062, Granite Companies LLC o/b/o Travis & Sara Wildenberg, 3838 Cherry Avenue, After-the-Fact Conditional Use Permit The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and table the resolution approving the conditional use permit pending the applicant providing missing support materials. Alternately staff said the Planning Commission could deny the request or approve it with conditions and further review by staff and the City Council. The Planning Commission discussed the item and asked questions of staff and the applicant, Travis Wildenberg, 3838 Cherry Ave. The applicant said they misunderstood, thinking they were covered for approvals by planning the improvements with the Watershed district. Chair Bollis opened the public hearing at 6:18 p.m. There were no public comments. Chair Bollis closed the public hearing at 6:18 p.m. The Commission discussed the item, noting that after-the-fact situations are always difficult, but they felt the design would ultimately be approved with some changes to the landscaping plan. The consensus was that the Commission would like the opportunity to review the plan again after the applicant had complied with staff requests and since it is still winter, tabling would not unduly delay the project. Erickson moved, Libby seconded, to table LA23-000062, 3838 Cherry Avenue After- the-Fact Conditional Use Permit pending further review meeting the conditions outlined in the staff report. VOTE: Ayes: 4, Nays 0. 141 PC Exhibit E From:Melanie Curtis To:"Travis Wildenberg" Cc:scherberco@yahoo.com; Michael Laumann; Paul Schimnowski; Patrick Maloney Subject:RE: LA23-000062 / 3838 Cherry Ave / ATF Variance Application / PC Action + Next Steps Date:Tuesday, March 5, 2024 12:16:00 PM Travis, At your request, your application is hereby extended an additional 60 days. Your application review period will now expire on June 4th. Submittal of the requested materials by March 20th will place your application on the April 15th Planning Commission agenda. Thank you! Melanie Curtis Direct: 952.249.4627 mcurtis@oronomn.gov From: Travis Wildenberg <twwildenberg@gmail.com> Sent: Tuesday, March 5, 2024 12:12 PM To: Melanie Curtis <MCurtis@oronomn.gov> Cc: scherberco@yahoo.com; Michael Laumann <mike@mpdesignbuild.com>; Paul Schimnowski <pschimno@criterium-schimnowski.com>; Patrick Maloney <patrick@landscapesunlimitedmn.com> Subject: Re: LA23-000062 / 3838 Cherry Ave / ATF Variance Application / PC Action + Next Steps Can the request be communicated through this email? If so, please extend the application review period an additional 60 days. Travis Wildenberg Sent from my iPhone On Mar 5, 2024, at 10:47 AM, Melanie Curtis <MCurtis@oronomn.gov> wrote: All The required information was not provided by Friday 3/1 therefore the application will be tentatively pushed to the April 15th agenda. All required materials must be submitted by or before Wednesday, March 20th to continue toward the April agenda. Because of the delay, we will require that you request a 60-day extension to the City’s review timing. On December 11, the City applied a 60-day extension which brought the review timing to April 5th. Further extensions beyond April 5th must be requested by the applicant. Because of the after-the-fact nature of the application, failure to request an additional extension will result in the City Council issuing a denial of the application at their Monday, March 11th meeting. I apologize for the short notice however there is no 2nd March Council meeting so the extension must be submitted before the end of the business day (by 4:00 PM) on Thursday, March 7th. Please send a request to me to extend the application review period an additional 60 days (until June 4th) before 4 on Thursday to keep your application moving forward. Thank you! Melanie 142 PC Exhibit F 60-day Extension to June 4, 2024 PUBLIC ATTENDANCE MEETING DATE aL b's �. ❑ CITY COUNCIL ` PLANNING COMMISSION ❑ PARK COMMISSION ❑ OTHER Assistive Listening Device available upon request Please complete the following information for City Records Name (please print) Address Present for (from agenda) Name or Number del J1"\�V`n ��k 5'44 5. 1 129