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HomeMy WebLinkAbout56000150106000_Conditional Use Permits_08-24-2016Date Stamp RECEIVED AUG 2 4 2016 LAND & RESOURCE L&R Initial THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER APPLICATION FOR CONDITIONAL USE PERMIT/INTERIM USE PERMIT COUNTY OF OTTER TAIL GOVERNMENT SERVICES CENTER 540 WEST FIR, FERGUS FALLS, MN 56537 (218) 998-8095 Otter Tail County's Website: www.co.ottertail.mn.us Application Fee QO Receipt Number 'Lo\L>'i^O U))VihrAvttl/COMPLETE THIS APPLICATION IN BLACK INK CXI Uc UiHiTg gTY-r^lV 6K /Accepted By / Date DAYTIME PHONEPROPERTY OWNER(S) tboC 4ie? ^ cQ^iTc: \ TOWNSHIP 13$ RANGE TOWNSHIP NAME ______ iSO ^ CpO /32^<gt?^V.5cV^i^4o/ADDRESS pE77-^ , ^ MAILING ADDRESS \ 5*B>LAKE CLASSLAKE NAMELAKE NUMBER 13SECTION PARCEL NUMBER / )-o '7X)L^/i5^.^ \,-y^ LEGAL DESCRIPTION 4l ir*6-GL> A^ 7 TTPlease check the appropriate requests CONDITIONAL USE PROJECT Topographical Alteration 34 Industrial UseExtractive UseResidential PUDCommercial PUDCommercial Use MiscellaneousCommercial WECSForest Land Conversion Boat Access INTERIM USE PROJECT Impervious Surface___Existing Dwelling RepurposingExisting Dwelling Removal SPECIFY YOUR REQUEST. PLEASE BE BRIEF AS THIS WILL BE USED FOR PUBLIC NOTIFICATION. A 11^6i L^V UiATtnSL ^ATTSC-H- '' f\y^O f>^T 42A,<iAoY«two6tff OAtr>tL^<y^ |65 SVf^f 1 cf^o 'Fici-, I UNDERSTAND THAT APPROVAL OF THIS REQUEST APPLIES ONLY TO THE USE OF THE LAND. I ALSO UNDERSTAND THAT OTHER PERMITS MAY BE REQUIRED; IT IS MY RESPONSIBILITY TO CONTACT LAND & RESOURCE MANAGEMENT REGARDING THIS MATTER. SIGNATURE fe^ROPERTY OWNER / AGENT FOR OWNER * ^ DATE APPLICANT MUST BE PRESENT AT THE HEARING (Applicant Will Receive Notification As To The Date/Time Of Hearing) . £!TimeDate Of Planning Commission Hearing i Planning Commission Recommendation Chairman/Otter Tail County Planning Commission County Board Action Approved As Recommended Denied As Recommended Other Chairman/Otter Tail County Board of Commissioners Date of Final Action CONDITIONAL USE PERMIT # L & R Official/Date INTERIM USE PERMIT # L & R Official/Date Permit(s) required from Land & Resource Management Yes (Contact Land & Resource Management)No Copy of Application Mailed to Applicant, Co. Assessor and MN DNR L & R Official/Date bk 05062016 -006 Vidor Lundeen Co. 360786 IMPERVIOUS SURFACE CALCULATION List & identify all existing & proposed onsite impervious surfaces on scale drawing. Lot Area (ft^): Buildings Other Impervious Surface Existing Proposed Existing Proposed Ft^ Ft^Ft^ Ft^ Dwelling Deck(s) Attached Garage Patio(s) Detached Garage Sidewalk(s) Storage Shed Landing(s)CP tpWOAS Driveway(s) RCU Parking Area(s) O CpMiscellaneous Retaining Wall(s) Landscaping (Plastic Barrier) Miscellaneous 5^1 >13^TOTAL BUILDINGS TOTAL OTHER Buildings Impervious Surface Percentage Maximum Allowable 20% Existing Proposed Total Lot Area Impervious Surface Ratio Ft^ Ft^ Ft^Ft^Total Buildings ^'4CPOoO100+XI Buildings + Other Impervious Surface Percentage Maximum Allowable 25% Total Buildings + Other Impervious Surface Existing Proposed Total Lot Area Impervious Surface Ratio Ft^Ft^ Ft^Ft^ S41, 13 2-'T- -odP 100+1 X Impervious Surface Calculation Worksheet 04-11-2016 Signature:Date OTC Board of Commissioners’ Minutes September 27, 2016 Page 5 WHEREAS, mental illness includes major depression, bipolar disorder, schizophrenia, anxiety disorders, posttraumatic stress disorder (PTSD), attention-deficit hyperactivity disorder (ADHD) and borderline personality disorder, and; WHEREAS, mental illness is a highly treatable medical illness affecting the brain and requiring the same concern as cancer, heart disease, diabetes and other illnesses, and; WHEREAS, scientific research is constantly working toward breakthroughs in the understanding of mental illness, resulting in more effective treatments to allow people to reclaim full and productive lives, and; WHEREAS, misunderstandings exist about mental illness and social culture often v^rongly imposes a stigma on mental illness that discourages people from seeking help when they need it, and; WHEREAS, every citizen and community can make a difference in helping to improve the lives of individuals and families affected by mental illness. NOW. THEREFORE, BE IT RESOLVED, the Board of Commissioners Otter Tail County, Minnesota, do hereby proclaim October through October 7”' 2016 as Mental dlness Awareness \Afeek in Otter Tail County to increase public awareness of mental illness and to promote tr^ptment and recovery. Dated;OTTER TAIL COUNTY BOARD OF COMMISSIONERS % By;. Leland R. Rogness, Chair Attest;. Larry Krohn, Clerk%*1* Long Term Care Report/MN Choices Update Human Services Supervisor Jody Lien submitted a document titled “Long Term Care Service Overview, September 2016”. The document identifies LTC staff, programs and goals of the unit. Discussion followed regarding the assessment process and how technology may play a role in keeping the elderly in their homes whenev«r appropriate. Recess and Reconvene At 11;00 a.m.. Chair Rogness declared the meeting of the Otter Tail County Board of Commissioners recessed for a short break. The Board meeting was reconvened at 11 ;05 a .m. Planning Commission Recommendations Conditional Use Permit - Central Minnesota Land Co . LLCAA/hite Earth Nation: Land & Resource Director Bill Kalar reported that the Planning Commission met September 21, 2016, to discuss a Conditional Use Permit application from the Central Minnesota Land Company and the White Earth Nation for property in Section 15 of Star Lake Township. The application is specific to a proposed parking lot and driveway accessing from County Highway 41. The Planning Commission recommended that the CUP application decision be tabled until completion of the Environmental Review process citing four main reasons to table the application. Motion by Johnson, second by Huebsch and unanimously carried to concur with the Planning Commission recommendation and table the Conditional Use Permit request regarding the parking lot and driveway for the reasons stated in the September 21,2016, Planning Commission minutes. The proposal is located in That Part of Government Lots 10 and 11 and That Part of Section 15 of Star Lake Township; Star Lake (56-385), GD. OTC Board of Commissioners’ Minutes September 27, 2016 Page 6 Voluntary EAW for Proposed Shooting Star Casino Motion by Huebsch, second by Johnson and unanimously carried to concur and adopt the findings of Houston Engineering’s Technical Memorandum regarding the proposed Star Lake Casino Development Environmental Assessment Worksheet Third Party Review (HEI Project No. 6394-012). Upon resubmittal of the EAW with requested supplemental information, the Otter Tail County 30 day timeline for completeness of the EAW begins again. Detention Facility Construction Project Terry Hoff. Facilities Operations Manager, and Jim Stewart. Detention Center Administrator, discussed the need for additional holding cells and a proposed construction project. Motion by Huebsch, second by Johnson and unanimously carried to authorize County Officials to move forward with a bid process for the proposed addition of five holding cells and a new elevator on the outside of the Courthouse building. Recess and Reconvene At 11:28 a.m.. Chair Rogness declared the meeting of the Otter Tail County Board of Commissioners recessed for committee meetings and lunch break. Closed to the Public At 12:45 p.m.. Chair Rogness declared the Board of Commissioners meeting closed to the public to discuss attorney-client privileged matters inv«olving potential litigation with the State of Minnesota regarding the 60-Bed CARE facility reconciliation. The closed session is authorized under Attorney-Client privilege, M.S. §13D.05, Subd. 3(b). Present were all five seated Commissioners, County Attorney, County Administrator and Board Secretary. At 1:18 p.m.. Chair Rogness declared the remainder of the Board meeting open to the public. County Administrator Position Due to County Administrator Larry Krohn’s upcoming retirement, division directors and commissioners discussed the current Administrator position and options to consider when replacing the position. Chairman Rogness referred this topic to the Internal Services Committee for dev/elopment of the hiring process. Ac^oumment At 1:59 p.m., Chair Rogness declared the meeting of the Otter Tail County Board of Commissioners adjourned until 9:30 a.m. on Tuesday, October 4, 2016. OTTER TAIL COUNTY BOARD OF COMMISSIONERS Dated:. Attest:.By: Leland R. Rogness, Chair Larry Krohn, Cleriv CB/kd \ t f’- OTC Board of Commissioners’ Minutes September 13, 2016 Page 2 Mr. Strauch contests that the dog is dangerous. He stated that Hunter is generally a friendly dog but upon learning that a birthday party with children would be held at his home, advised the adult supervising the party to take precautions to ensure the safety of the children by keeping Hunter kenneled during the party, which did not occur. Further discussion was held with regard to the disposition of the dog and possible precautions that could be imposed. Motion by Lindquist, second by Johnson, and unanimously carried that the dog Hunter is a potentially dangerous dog and the owner must ensure that the dog is restrained from exposure to visiting children in the home. Mr. Strauch acknowledged that the dog already has an implanted microchip, which meets the requirement of Minn. Stat. §347.515. The County Attorney will draft an Order of Findings and Fact in the case for approval by the Board at their next regular County Board meeting. OTTER TAIL COUNTY SHERIFFS OFFICE RESOLUTION AUTHORIZING EXECUTION OF TOWARDS ZERO DEATHS ENFORCEMENT GRANT Otter Tail County Resolution No. 2016-46 Be it resolved that the Otter Tail County Sheriffs Office enter into a grant agreement \Mth the Minnesota Department of Public Safety, for traffic safety enforcement projects during the period from October 1,2016, through September 1,2017. The Otter Tail County Sheriff is hereby authorized to execute such agreements and amendments as are necessary to implement the project on behalf of the Otter Tail County Sheriffs Office and to be the fiscal agent and administer the grant. WHEREUPON the motion for adoption of the foregoing resolution was introduced by Commissioner Johnson, duly seconded by Commissioner Froemming and, after discussion thereof and being taken thereon, the following voted in favor: Commissioners Lindquist, Huebsch and Roghess and the following voted against the same: None OTTER TAIL COUNTY BOARD OF COMMISSIONERS Dated:9/13/2016 By:. Leland R. Rogness, Chair Attest:. Larry Krohn, Clerk Shooting Star Casino - Conditional Use Permit Application Count Attorney David Hauser discussed the application process for a Conditional Use Permit Application filed by the Star Lake Casino. The Conditional Use Permit Application is scheduled before the Planning Commission on September 21. 2016, at 6:30 p.m. Further discussion included that a voluntary En\^ronmental Assessment Worksheet (EAW) has been submitted and is being renewed by Houston Engineering for completeness before it can be submitted to the MN En\ironmental Quality Board (EQB). Mr. Hauser ad\ised that a Conditional Use Permit cannot be approved because an EAW has been submitted, but the Planning Commission could recommend to the Board that the permit application is tabled until the EAW process is completed or deny it. There was further discussion with regard to the EAW process, the submission of the EAW to the EQB for further proceedings including a public comment period, and that after the public comment period, the Board will then determine whether an Environmental Impact Statement is necessary. The EAW information will be relevant for considering the Conditional Use Permit Application. MINUTES OF THE OTTER TAIL COUNTY BOARD OF COMMISSIONERS Government Services Center, Commissioners’ Room 515 W. Fir Avenue, Fergus Falls, MN September 13, 2016 9:30 a.m. 9TTCRTIIII Call to Order The Otter Tail County Board of Commissioners convened at 9:30 a.m. Tuesday, September 13. 2016, at the Government Services Center in Fergus Falls, MN, with Commissioners Lee Rpgness, Chairman; Doug Huebsch, Vice-Chair; V\/ayne Johnson, John Lindquist and Roger Froernrhing present. County Administrator Chairman Rogness accepted a letter of resignation from County Administrator Larr^ Ktbhn on behalf of the Board. Mr. Krohn has served the County for almost 40 years and wjll be retiring in March 2017. Board Sympathy ’ Chairman Rogness expressed sympathy on behalf of the Board fPrihe death of the child of Brad Mergens, Soil and Water Conservation District Manager, and his wife Brehda N^'ergens. V.. ■<: ,Approval of Agenda Chairman Rogness called for approval of the Board agenda. Motion by Froemming, second by Lindquist, and unanimously carried to approve the Board of Commissioners Agenda of September 13, 2016. ‘" Consent Agenda Motion by Lindquist, second by Froemming^ and unanimously carried to approve Consent Agenda items as follows: ' 1. August 23, 20l6^Board Of Commissioners’ Meeting Minutes2. Warrants/^ills^r September 13, 2016 (Exhibit A) 3. Huma^n Services Bills & Claims 4. Final Payrneltt to Mark Sand & Gravel Co., SAP 056-627-013 & 126^137-()0i ; CSAH 27 Reconstruction 5. Final Payment to Finn Ice, LLC for C.P. 15:CS, County Wde ' Crack Sealing Project 6. LG220 Application for Exempt Permit for Lakes Country Sportsman’s Club for an Event on November 15, 2016 7. LG240B Application to Conduct Excluded Bingo by Perham Rotary Club for an Event Octdier 21,2016 8. Payment of $1,200.00 to Hennepin County Medical Center for Costs Incurred under M S 609.35 9. Approve Issuance of On/Off Sale 3.2 Malt Liquor and \Mne Licenses for The Inn At Dunvilla v.. Dog Bite Hearing Davd Hauser opened a Public Hearing under the Otter Tail County Animal Health Control Ordinance. The Otter Tail County Sheriffs Office has determined that an Akita Breed dog “Hunter,” owned by Casey Strauch, is a potentialiy dangerous dog pursuant to Minn. Stat. §§347.50 through 347.565. Mr. Hauser further discussed that, in addition to the statutes, the Board couid consider other precautions as set forth in the Animal Health and Control Ordinance. Mr. Hauser noted that a prior hearing was arranged but proper notice was not provided to Mr. Strauch, and the hearing was continued to this meeting. A report was made that Hunter caused a bite of substantiai bodiiy harm. Participating in this hearing inciudes Sgt. Scott Wagner, Pubiic Heaith Nurse Jessica Metzger and Casey Strauch. Mr. Strauch acknowiedges that the bite to the chiid occurred and agrees that it caused substantiaiiy bodily harm requiring medical treatment. OTTER TAIL COUNTY PLANNING COMMISSION Otter Tail County Government Services Center, 540 West Fir, Fergus Fails, MN 56537 218-998-8095 September 21,2016 Meeting of the Otter Tail County Planning Commission was held on September 21, 2016, at 6:30 P.M. in the Commissioner's Room, Government Services Center, Fergus Falls, Minnesota. Roll Call: Members Present: Loren Bailey, Rod Boyer, Brent E. Frazier, Richard Gabe, Jack Rosenthal, Robert Schwartz, David Trites, David Wass and Rick Wilson. Member Absent: Bert Olson. David Hauser represented the County Attorney's Office and Bill Kalar represented the Land & Resource Management Office. Minutes of September 14. 2016: A motion by Frazier, second by Gabe to approve the September 14, 2016 Minutes as presented. Voting: All members in favor. Central Minnesota Land Co.. LLC / White Earth Nation - Tabled Until Environmental Review Process is Complete: A Conditional Use Permit Application (as stated by the Applicant on the Application): Construction of a parking lot and storm water catch basins for a new resort, hotel and casino on adjacent property. Earth work to include 422,690 cubic yards of earth work, including 105,000 cy topsoil strip and replace, 250,600 cy movement/embankment excavation, and 67,090 cy import of new fill. The proposal is located in That Part of Government Lots 10 and 11 and That Part of Section 15 of Star Lake Township: Star Lake (56-385), GD. Liz Foster Anderson, Sam Olbekson, Nick Valentine, Dan Hanson (Moore Engineering) & Eric Lagerquist represented the Application. County Attorney David Hauser provided an overview of the process(es) the Planning Commission would follow as they consider the Conditional Use Permit Application for the topographical alteration necessary to construct a parking lot and storm water catch basins for a new resort hotel and casino. He stated the resort hotel and casino are located on Trust Land, therefore not within Otter Tail County’s jurisdiction. Mr. Hauser also noted that a voluntary Environmental Assessment Worksheet (EAW) had been received. Written correspondence was read into the record. Chairman Wilson opened the floor for public comments: Stu Peterson indicated he is not opposed to thoughtful development on a lake, expressed concerns regarding compatibility with surrounding area, density, location and the sensitivity of the area; stating consideration should include the entire project. Aubrey Ebanks expressed concerns with impervious surface, wetland impact, historic preservation, stating the need for an EIS and consideration should include the entire project, he requested denial. Tim Lindgren expressed concern regarding the calculation of the impervious surface areas and the wetland impact. Jason Gorr stated that lakes are public, expressed concerns on the environmental impacts & irreversible effects, he requested denial. Kathy Lorsung expressed concerns regarding cultural issues and archeological findings. Lee Minderman requested denial, stated the EAW process must be followed and expressed concerns regarding the impervious surface otter Tail County, Pianhing Commission September 21,2016; Page 2 j calculations, need for storm water pollution prevention and expressed concerns on theproposed location of the sewage lagoonsi Brenda Ebanks expressed concerns on the | notification requirements and had questions regarding the full scope of tonight’s consideration, presentation of various plans and traffic. Deb Wallwork expressed concerns I regarding wetland impact, the sensitivity of Star Lake (wildlife & aquatic vegetation), | suitability and compatibility of the project, adverse effects on wildlife, impervipus surface, j lighting, and the need for an archeological study. Michael Donoho stated that development | is inevitable, expressed concerns for the need to protect Star Lake and that all County, State j & Federal Rules Laws and Regulations be followed by everyone. Eric Peters had questions j regarding the proposed earthmoving and the need for the considerations listed in the j Ordinance to be followed, requested an EIS on this project, indicating there are alternatives to this proposed development, he recommended denial. Rich Greenland expressed concerns on the lack of knowledge regarding the future phases: Jason Gorr expressed concerns regarding the need for information identifying the benefit to Otter Jail County. Motion: A motion by Trites, second by Bailey to table until the Environmental Review process is complete and allow the Developer: 1. Tinrie to consider a redesign minimizing both the ecological & other potentiaLimpacts,on a highly sensitive area. 2r Time to validate the impervious surface caldulations. 3. Time to provide information clarifying the 100 year rain event.. 4. Time to provide a written response to the publics’ comments provided at this hearing. It was recommended that pnce the date of the public hearing is determined, the public notification process will be followed. Voting: All Members in favor. Note: Due to technical difficulties, the meeting was not recorded. ■ Adjourn: At 8:40 P.M., Acting Chairman Wilson set the Meeting. The next Meeting is scheduled for 6:30 P.M. on October 12, 2016. Respectfully submitted-. Marsha Bpwman _ Recording Secretary t OTTER TAIL COUNTY LAND & RESOURCE MANAGEMENT PUBLIC WORKS DIVISION , WWW.CO;OTTER-TAIL.MN.US ; • Q GOVERNMENT SERVICES CENTER 540 WEST FIR AVENUE FERGUS FALLS, MN 56537 218-998-8095 FAX: 218-998-8112 September 22, 2016!i Central Minnesota Land Co. LLC White Earth Nation PO Box 418 White Earth, MN 56591 1/ RE: September 21, 2016 Planning Commission Meeting - Minutes Central Minnesota Land Co LLC, White Earth Nation , Conditional Use Permit Application: Star Lake (56-385) To Whom It May Concern: Please find that, i have enclosed the Minutes ffpmi the September 21, 2Q16 Planning Commission Meeting indicating thW your Conditional Use-Permit Application has been tabled to until the Envifonmental Review Probess has been completed. i;If you have any questions; please contact rne. : t ) ; •i Marsha Bowman Office Administrator i- i ! OTTER TAIL COUNTY LAND & RESOURCE MANAGEfViENT PUBLIC WORKS DIVISION WWW.CO.OTTER-TAIL.MN.US GOVERNMENT SERVICES CENTER 540 WEST FIR AVENUE FERGUS FALLS, MN 56537 218-998-8095 FAX; 218-998-8112 September 22, 2016 Liz Foster Anderson White Earth Enterprises 3282 US Hwy 59 S Waubun.MN 56589 i I I' RE: September 21, 2016 Planning Commission Meeting - Minutes & Correspondence Central Minnesota Land Co LLC. VVhite Earth Nation Conditional Use Permit Application; Star Lake (56-385) Liz Foster Anderson: ! Please find that as you requested, I have enclosed the Minutes from the September 21, 2016 Planning Commission Meeting. Along with the Minutes, I have included the correspondence that was received regarding this.Cdnditional Use Permit Application. If you have any questions, please contact me. Sincerely, ^ I Marsha Bowman Office Administrator f, -1 J Posting Date; September 16, 2016 : Notice of Special Meeting of the Ottisf tail County Board of Commissioners on Wednesday, September 21, 2016 I Notice is hereby given that the Otter Tail County Board of Commissioners will be attending the Otter Tail County Planning Commission meeting to learn information regarding the proposed Shooting Star Casino Development on Wednesday, September 21, 2016, beginning at 6:30 p.m. at the Government Services Center (County Board Room), 500 W. Fir Aye, Fergus Falls, MN. } -‘I This notice is posted in accordance with M.S; Chapter 13D F ; !r‘- r 1' 'i ,'■1 I ,i I OTTER TAIL COUNTY PLANNING COMMISSION NOTICE OF PUBLIC HEARING APPLICANT: Central Minnesota Land Go. LLC White Earth Nation PO Box 418 I White Earth MN 56591; September 21,2016, at 6:30 P.M. Commissioner's Room, Government Services Center West Fir Fergus Falls, MN 56537 CONDITIONAL USE PERMIT APPLICATION REQUEST (as stated by the Applicant on the Application): Construction of a parking; lot and storrn water catch basins for a new resort, hotel and casino on adjacent property. Earth work to include 422,690 cubic yards of earth work, including 105,000 cy topsoil strip and replace, 250,600 cy movement/embankment excavation^ and 67,090 cy import of new fill. HEARING DATE/LOCATION: LAKE NAME/NUMBER/CLASS: Star Lake (56-385), GD E-911 ADDRESS: 37526 County Rd 41, Dent, MN 56528 LEGAL DESCRIPTION: That Part of Government Lots 10 and 11 and That Part of Section 15 of Star Lake Township1 ** Weather Conditions may change the Hearing date and time. If bad weather occurs, please listen to the local Fergus Falls Radio Stations or contact the Land & Resource Management Office, by 4:30 p.m., for possible rescheduling of the Hearing.__________ _____________________________^______ ___________________________________ The above Applicant has made Application to the Otter Tail County Planning Commission for a Conditional Use Permit as per the requirements of the Shorelahd Management Ordinance of Otter Tail County. Details of the Application are available for viewing at the Land & Resource Management Office,-Government Services Center 540 West Fir, Fergus Falls, MN 56537; Any comments regarding this request may be expressed at the Hearing of mailed to the Land & Resource Management Office at the above address. Individuals with questions or requiring special accommodations should contact the Land & Resource Management Office, 218-998-8095, prior to the hearing. August 31. 2016Bert Olson Mailing DateChairman Planning Commission 1161496 No delinquent taxes and transfer _ Certi^ate of Real Estate Value ( filed ( ) not required Cert, of Real Estate Value entered:CAROL SCHMALTZ OTTER TAIL COUNTY RECORDER FERGUS FALLS, MN RECORDED ON 07/20/2015 12:59 PM CO FEE: 46.00 PAGES 3 WELL CERTIFICATE REC'D: N CXI g Wayne Steilfi, County Auditor/TreasureT^ >co ^ BU oooo/a S' too/ Deputyoa^ 3-M WARRANTY DEED Individual(s) to Corporation, Partnership or Limited Liability Company eCRV # 3 "7 ^ 7 f 3 Parcel # 56.000.15.0108.001 56.000.15.0106/0109.000 STATE DEED TAX DUE HEREON: $ 6,435.00 Date: July 15, 2015 FOR VALUABLE CONSIDERATION, Kevin K. Kubitz and Mary L. Kubitz, husband and wife, Grantor(s), hereby convey(s) and warrant(s) to Central Minnesota Land Company, LLC, Grantee, a Limited Liability Company under the laws of MINNESOTA, real property in Otter Tail County, Minnesota, described as follows: TTie Northwest Quarter of the Northeast Quarter (NW 1/4 NE 1/4) ofSection 15, Township 135 North, Range41 West of the Fifth Principal Meridian in Otter Tail County, Minnesota. AND The West Half of the Southwest Quarter of the Northeast Quarter (W 1/2 SW 1/4 NE 1/4) of Section 15, Township 135 North, Range 41 West of the Fifth Principal Meridian in Otter Tail County, Miiuiesota. AND The East Half of the Northwest Quarter (E 1/2 NW 1/4) of Section 15,Township 135 North, Range41 West of the Fifth Principal Meridian in Otter Tail County, Minnesota. AND Government Lots One (1) and Two (2) and the West Half of Government Lot Three (3) ofSection 15, Township 135 North, Range 41 West of the Fifth Principal Meridian in Otter Tail County, Miiuiesota, EXCEPT THE FOLLOWING DESCRIBED TRACTS: 1. That part of Government Lots 1, 2, and 3, Section 15, Township 135, Range 41, Otter Tail County, Minnesota, described as follows: Commencing at the northwest comer of said Section 15; thence South 89 degrees 57 minutes 24 seconds East on the northerly line of said Section 15 for a distance of 868.90 feet; thence South 0 degrees 44 minutes 18 seconds East 2381.57 feet; thence on a tangential curve to the right, central angle of 11 degrees 23 minutes 31 seconds, radius of 1156.32 feet, for an arc distance of 229.91 feet to point of begirming of area to be described; thence continuing on said curve with a radius of 1156.32 feet, central angle of 32 degrees 01 minutes 17 seconds, for an arc distance of 646.24 feet; thence South 89 degrees 09 minutes 24 seconds East 943.54 feet; thence North 0 degrees 44 minutes 09 seconds West 574.39 feet; thence North 89 degrees 09 minutes 24 seconds West 649.85 feet to point of beginning. 2. That part of Government Lots 1 and 3 and that part of the Southeast Quarter of the Northwest Quarter, Section 15, Township 135 North, Range 41 West of the Fifth Principal Meridian in Otter Tail County, Miimesota, described as follows: Commencing at the Northwest comer of said Section 15; thence South 88 degrees 21 minutes 12 seconds East (bearing is based on Otter Tail County Coordinates - 2011 Adjustment) along the north line of said Section 15, a distance of 858.83 feet to the centerline of County State Aid Highway No. 41; thence South 00 degrees 37 minutes 51 seconds West along said centerline, a distance of 2210.48 feet to the point of beginning of the land to be described; thence South 84 degrees 56 minutes 51 seconds East a distance of 701.57 feet; thence North 17 degrees 03 minutes 40 seconds East a distance of 276.91 feet; thence North 87 degrees 00 minutes 07 seconds East a distance of 345.58 feet; thence South 02 degrees 22 minutes 32 seconds East a distance of 125.51 feet; thence South 77 degrees 59 minutes 59 seconds East a distance of 101.80 feet; thence North 13 degrees 56 minutes 51 seconds East a distance of 136.70 feet; thence South 85 degrees 53 minutes 37 seconds East a distance of 214.03 feet; thence South 00 degrees 58 minutes 29 seconds West a distance of 157.08 feet; thence South 40 degrees 17 minutes 31 seconds West a distance of 671.82 feet; thence North 83 degrees 04 minutes 54 seconds West a distance of 420.82 feet to the northeast comer of that certain tract of land described in Warranty Deed Document No. 853447, according to the files of the Recorder, said County; thence North 87 degrees 33 minutes 11 seconds West along the north line of said tract of land, a distance of 649.49 feet to the centerline of said County State Aid Highway No. 41; thence northerly, along said centerline, on a non-tangential ctirve concave to the west, having a radius of 1146.52 feet, a delta angle of 11 degrees 29 minutes 28 seconds and a chord bearing of North 06 degrees 22 minutes 35 seconds East, for an arc distance of 229.94 feet to a point oftangency in said centerline; thence North 00 degrees 37 minutes 51 seconds East along said centerline, a distance of 171.15 feet to the point of begirming. Subject to County State Aid Highway No.Al right^easement along the most westerly boundary thereof. COUNTY OF OTTER TAIL STATE OF MINNESOTA DEED TAX $NUMBERQI; DATE wnhi^^ ounty TVMWurBr Otter Tail County, Minnesota 1161496 1 of 3 The Northwest Quarter of the Northwest Quarter (NW 1/4 NW 1/4) of Section 15, Township 135 North, Range 41 West of the Fifth Principal Meridian in Otter Tail County, Minnesota, EXCEPT the following described tracts: 1. The North 417 1/3 feet of said NW 1/4 NW 1/4. 2. That part of the said NW 1/4 NW 1/4 described as follows: Commencing at the intersection of the west line of said Section 15 and a line drawn parallel with and a distant 417 1/3 feet South of, measured at right angles to the north line of said Section 15; thence East on an assumed bearing, parallel to the north line of said Section 15 a distance of 32 rods; thence South 20 rods; thence West 32 rods to the west line of said Section 15; thence North along the west line of said Section 15 to the place of beginning. 3. That part of the Northwest Quarter (NW 1/4 NW 1/4) of Section 15, Township 135 North, Range 41 West of the Fifth Principal Meridian in Otter Tail County, Minnesota, described as follows: Commencing at the northwest comer of said Section 15; thence South 88 degrees 21 minutes 15 seconds East on an assumed bearing along the north line of said Section 15 a distance of 858.83 feet to the centerline of County State Aid Highway Number 41; thence South 00 degrees 37 minutes 48 seconds West along said Centerline a distance of 871.82 feet to the point of beginning of the parcel to be described; thence North 00 degrees 37 minutes 48 seconds East a distance of 454.42 feet to the south line of the northerly 417 1/3 feet of said Northwest Quarter of the Northwest Quarter (NW 1/4 NW 1/4); thence North 88 degrees 21 minutes 15 seconds West along said southerly line a distance of 332.35 feet; thence South 01 degrees 38 minutes 45 seconds West a distance of 330.00 feet; thence North 88 degrees 21 minutes 15 seconds West a distance of 523.35 feet to the west line of said Section 15; thence South 00 degrees 50 minutes 21 seconds West along said West line a distance of 124.36 feet to its intersection with a line bearing North 88 degrees 21 minutes 15 seconds West from the point of beginning; thence South 88 degrees 21 minutes 15 seconds East along said line a distance of 862.01 feet to the point of beginning. 4. That part of Government Lots 1 and 3 and that part of the Southeast Quarter of the Northwest Quarter, Section 15, Township 135 North, Range 41 West of the Fifth Principal Meridian in Otter Tail County, Minnesota, described as follows: Commencing at the Northwest comer of said Section 15; thence South 88 degrees 21 minutes 12 seconds East (bearing is based on Otter Tail County Coordinates - 2011 Adjustment) along the north line of said Section 15, a distance of 858.83 feet to the centerline of County State Aid Highway No. 41; thence South 00 degrees 37 minutes 51 seconds West along said centerline, a distance of 2210.48 feet to the point of beginning of the land to be described; thence South 84 degrees 56 minutes 51 seconds East a distance of 701.57 feet; thence North 17 degrees 03 minutes 40 seconds East a distance of276.91 feet; thence North 87 degrees 00 minutes 07 seconds East a distance of 345.58 feet; thence South 02 degrees 22 minutes 32 seconds East a distance of 125.51 feet; thence South 77 degrees 59 minutes 59 seconds East a distance of 101.80 feet; thence North 13 degrees 56 minutes 51 seconds East a distance of 136.70 feet; thence South 85 degrees 53 minutes 37 seconds East a distance of 214.03 feet; thence South 00 degrees 58 minutes 29 seconds West a distance of 157.08 feet; thence South 40 degrees 17 minutes 31 seconds West a distance of 671.82 feet; thence North 83 degrees 04 minutes 54 seconds West a distance of 420.82 feet to the northeast comer of that certain tract of land described in Warranty Deed Document No. 853447, according to the files of the Recorder, said County; thence North 87 degrees 33 minutes 11 seconds West along the north line of said tract of land, a distance of 649.49 feet to the centerline of said County State Aid Highway No. 41; thence northerly, along said centerline, on a non-tangential curve concave to the west, having a radius of 1146.52 feet, a delta angle of 11 degrees 29 minutes 28 seconds and a chord bearing of North 06 degrees 22 minutes 35 seconds East, for an arc distance of 229.94 feet to a point of tangency in said centerline; thence North 00 degrees 37 minutes 51 seconds East along said centerline, a distance of 171.15 feet to the point of beginning. Subject to County State Aid Highway No. 41 right-of-way easement along the most westerly boundary thereof together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Covenants, Easements and Restrictions of Record, if any. Check Box if Applicable: TTie Seller certifies that the seller does not know of any wells on the described real property. I I A well disclosure certificate accompanies this document. I I 1 am familiar with the property described in this instmment and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. (S Otter Tail County. Minnesota 1161496 2 of 3 3-M WARRANTY DEED (ndividual(s) to Coiporationi Partnership or Limited Liability Company ^7^ ^------- Kevin K. Kubitz Mary L. JCubitz ' STATE OF MINNESOTA ) )ss. COUNTY OF Becker ) The foregoing instrument was acknowledged before me on this 15th day of July, 2015, by Kevin K. Kubitz and Mary L. Kubitz, husband and wife, Grantor(s). NATURE OF PERSON TAKING ACKNOWLg^EMENT NOTARIAL STAMP OR SEAL (OR OTHER TITLE OR RANK) SIGDEBORAH A. TORGERSON notary public . MINNESOTA My Commlation Expiraa Jan. 31,2020 Check here if part or all of the land is Registered (Torrens) □ Tax Statements for the real property described in this instrument should be sent to (include name and address of Grantee): THIS INSTRUMENT WAS DRAFTED BY (NAME AND ADDRESS)Central Minnesota Land Company Sfc.er2:g C>«Arre.--^^ V-<2S Ytrv-^ 3Tt,sro ( i-V-e?—fe-HBecker County Title Services, Inc. 828 Minnesota Avenue Detroit Lakes, MN 56501 Order No.: 30364 dat/ .A 1 otter Tail County, Minnesota 1161496 3 of 3 1165176 CAROL SCHMALTZ OTTER TAIL COUNTY RECORDER FERGUS FALLS, MN RECORDED ON 10/02/2015 1:37 PM No delinquent taxes and transfer entered; Certificate of Real Estate Value () filed ( ) not reqmred . Cert, of Real Estate Valuedrchilhfi/) A- ■oo ooCO -*■5 FEE: 96.00 PAGES 1 WELL CERTIFICATE REC'D: Y (Year) Wayne Stein, County Auditor/Treasurerioo by Deputy^aoor^OlQ 9 003> 3-M WARRANTY DEED Individual(s) to Corporation, Partnership or Limited Liability Company cCRV# <6. V 9.3- Parcel # 56,000.15.0109.003 STATE DEED TAX DUE HEREON: $ 1,188.00 Date:-3 0- iS" FOR VALUABLE CONSIDERATION, Charles J. Winkels and Julie D. Winkcls, husband and wife, Grantor(s), hereby convey(s) and warrant(s) to Central Minnesota Land Company, Limited Liability Company, Grantee, a LLC under the laws of MINNESOTA. real property in Otter Tail County, Minnesota, described as follows: That part of Govenunent Lots 1. 2 and 3, Section 15, Township 135 North, Range 41 West of the Fifth Principal Meridian, Otter Tail County, Minnesota, described as follows: Commencing at the northwest comer of said Section 15; thence South 89 degrees 57 minutes 24 seconds East on the northerly line of said Section 15 for a distance of 868.90 feel; thence South 0 degrees 44 minutes 18 seconds East 2381,57 feet; thence on a tangential curve to the right, central angle of 11 degrees 23 minutes 31 seconds, radius of 1156.32 feet, for an arc distance of 229.91 feet to point of begirming of area to be described; thence continuing on said curve with a radius of 1156.32 feet, central angle of 32 degrees 01 minutes 17 seconds, for an arc distance of 646.24 feet; thence South 89 degrees 09 minutes 24 seconds East 943.54 feet; thence North 0 degrees 44 minutes 09 seconds West 574.39 feet; thence NorUi 89 degrees 09 minutes 24 seconds West 649.85 feet to point of beginning. SUBJECT TO the rights of the Public in the County State Aid Highway No. 41 oyer the westerly 50 feet thereof together with all hereditaments and appurtenances belonging thereto, subject to the following e.xccptioris: Covenants, Easements and Restrictions of Record, if any. Check Box if Applicable: I I The Seller certifies that tlic seller docs not know of any wells on the described real property. A well disclosure certificate accompanies this document. I I I am familiar witli tlic property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. COUNTY OF OTTER TAIL STATE OF MINNESOTA DEED Tax S. I. I gg NUMBER DATE to I ^ CharlW J. Winkels 1 fulie D. Winkels STATE OF MINNESOTA COUNTY OF BECKE The foregoing instrument was acknowledged before me on this 3*^ day of ' and Julie D. Winkcls, husband and wife, Grantor(s). ) )5’5’, ) , 2015, by Charles J. Winkels SIGN ATURE OF PERSON TAKING ACI^WOWLEDGEMENT NCTAIUAJ. STAMP OR SEAL (OR OTHER TITLE OR RANK) DEBORAH A. TORGERSON notary public - MINNESOTA My Commission Expires Jan. 3i, 2020 Check here if part or all of the land is Registered (Torrens) O Tax Statements for the real property described in this instrument should be sent to (include name and address of Grantee): THIS INSTRUMENT WAS DRAFTED BY (NAME AND ADDRESS)Central Minnesota Land Company 1117 Minnesota Avenue Detroit Lakes. MN 56501Becker County Title Services, Inc. 828 Minnesota Avenue Detroit Lakes, MN 56501 Order No.: 30378saq/ Otter Tail County, Minnesota 1165176 1 of 1 1167930 No delinquent taxes and transfer entered; Certificate of Real Estate Value ( vl'filed ( ) not required Cert, of Real Estate Value Ho.WDl Jo CAROL SCHMALTZ OTTER TAIL COUNTY RECORDER FERGUS FALLS, MN RECORDED ON 12/03/2015 2:43 PM ■^cn cn05^o FEE: 96.00 PAGES 2 WELL CERTIFICATE REC'D: Y (Year) Wayne Stein, County Auditor/Treasurer■ Jw __________ OU>-000 'CO 3-M WARRANTY DEED Individual(s) to Corporation, Partnership or Limited Liability Company eCRV# Parcel # 56.000.15.0106.000 56.000.15.0109.000 STATE DEED TAX DUE HEREON: $ 1,815.00 Date: November 30, 2015 FOR VALUABLE CONSIDERATION, Kevin K. Kubitz and Mary L. Kubitz, married to each other, Grantor(s), hereby convey(s) and warrant(s) to Central Minnesota Land Company, LLC, Grantee, a Limited Liability Company under the laws of MINNESOTA, real property in Otter Tail County, Minnesota, described as follows: That part of Govermnent Lots 1 and 3 and that part of the Southeast Quarter of the Northwest Quarter, Section 15, Township 135 North, Range 41 West of the Fifth Principal Meridian in Otter Tail County, Minnesota, described as follows: Commencing at the Northwest comer of said Section 15; thence South 88 degrees 21 minutes 12 seconds East (bearing is based on Otter Tail County Coordinates - 2011 Adjustment) along the north line of said Section 15, a distance of 858.83 feet to the centerline of County State Aid Highway No. 41; thence South 00 degrees 37 minutes 51 seconds West along said centerline, a distance of 2210.48 feet to the point of beginning of the land to be described; thence South 84 degrees 56 minutes 51 seconds East a distance of 701.57 feet; thence North 17 degrees 03 minutes 40 seconds East a distance of 276.91 feet; thence North 87 degrees 00 minutes 07 seconds East a distance of 345.58 feet; thence South 02 degrees 22 minutes 32 seconds East a distance of 125.51 feet; thence South 77 degrees 59 minutes 59 seconds East a distance of 101.80 feet; thence North 13 degrees 56 minutes 51 seconds East a distance of 136.70 feet; thence South 85 degrees 53 minutes 37 seconds East a distance of 214.03 feet; thence South 00 degrees 58 minutes 29 seconds West a distance of 157.08 feet; thence South 40 degrees 17 minutes 31 seconds West a distance of 671.82 feet; thence North 83 degrees 04 minutes 54 seconds West a distance of420.82 feet to the northeast comer of that certain tract of land described in Warranty Deed Document No. 853447, according to the files of the Recorder, said County; thence North 87 degrees 33 minutes 11 seconds West along the north line of said tract of land, a distance of 649.49 feet to the centerline of said County State Aid Highway No. 41; thence northerly, along said centerline, on a non-tangential curve concave to the west, having a radius of 1146.52 feet, a delta angle of 11 degrees 29 minutes 28 seconds and a chord bearing of North 06 degrees 22 minutes 35 seconds East, for an arc distance of 229.94 feet to a point of tangency in said centerline; thence North 00 degrees 37 minutes 51 seconds East along said centerline, a distance of 171.15 feet to the point of beginning. Subject to County State Aid Highway No. 41 right-of-way easement along the most westerly boundary thereof. together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: COUNTY OF OTTER TAIL STATE OF MINNESOTA DEED TAX $ Ot> NUMBER DATE I^ OA-ic^ Frvt Covenants, Easements and Restrictions of Record, if any. Check Box if Applicable: r~l The Seller certifies that the seller does not know of any wells on the described real property. Po A well disclosure certificate accompanies this document. r~l I am familiar with the property described in this instrument and I certify that the status and number of welU on the described real property have not changed since the last previously filed well disclosure certificate.6fc -cxxs uf .olOH Oco^OCO IS OVOQiCOO r hereby certify that the taxes for the yearOCii^L—. for the lands described within are paid. County Treasurer Otter Tail County, Minnesota 1167930 1 of 2 1, Kevin K. Kubitz Mary L. K^itz STATE OF MINNESOTA ) )ss. )COUNTY OF Becker The foregoing instrument was acknowledged before me on this 30th day of November, 2015, by Kevin K. Kubitz and Mary L. Kubitz, married to each other, Grantor(s). SIBNATURE OF PERSON TAKING AdCNOVl^^DGEMENT NOTARIAL STAMP OR SEAL (OR OTHER TITLE OR RANK) PUBLIC-MINNESOTA I Jin,31,2020 (I Check here if part or all of the land is Registered (Torrens) Q Tax Statements for the real property described in this instrument should be sent to (include name and address of Grantee): THIS INSTRUMENT WAS DRAFTED BY (NAME AND ADDRESS)Central Minnesota Land Company 1117 Miimesota Avenue Detroit Lakes, MN 56501Becker County Title Services, Inc. 828 Minnesota Avenue Detroit Lakes, MN 56501 Order No.:30365 dat/ Otter Tail County, Minnesota 1167930 2 of 2 LAND AND RESOURCE MANAGEMENT OTTER TAIL COUNTY, GOVERNMENT SERVICES CENTER, FERGUS FALLS, MN 56537 STATE OF MINNESOTA ) ) ss COUNTY OF OTTER TAIL ) I, Marsha Bowman, duly appointed and Acting Secretary of the Otter Tail County Planning Commission for Otter Tail County, Minnesota, do hereby certify that onthe 3.1 ^--day of /hipis A—^ 2016, the attached Notice of Hearing and was duly served upon the following: UAhiVso -j County Sheriff | Courthouse County Highway Engineer Otter Tail COLA, PO Box 53, Ottertail City, MN 56571 MPCA, 714 Lake Ave., Suite 220, Detroit Lakes, MN 56501 DNR, Julie Aadland, Div. Eco & Water Resources, 1509 1st Ave N, Fergus Falls, MN 56537 Shawn Donais, DNR, Trails & Watenways Jim Welters, DNR, Div. of Fisheries Mike Oehler, DNR, Div. of Wildlife Planning Commission Members (The above receive aU Notices) Lake Improvement District (if project is located on their lake, mail Notices to the Lake Improvement District) ^^.BiglVIcBonald: Big McDonald Lake Improvement Dist., PO Box 81, Dent, MN 56528 ^J3evflS'(near Perham): ^Jjttted5I50onald, Kerbs & Paul: LMKP Lakes Imp. Dist., PO Box 133, Perham, MN 56573 & Big Pine: ^,BefiCanrFTsh, Bass & Little Pelican: Pelican Lake Group Lake Imp. Dist., %Fred Manuel, 26271 Otoson RD, Detroit Lakes MN 56501 ^^SotrtfTfurtle Lake: South Turtle Lake Imp. Dist., %Bricker & Janet Johnsen, 32790 Turtle Shore Ln, Undenwood, MN 56586 ^pityX^rk (if located within 2 miles of a city) ,,Ji4NOOTDist. Office, 1000 Hwy 10 W, Detroit Lakes, MN 56501 (if located on a State or Fed Hwy) ^^^djacenf County Zoning Administrator (If the County is in the “Buffer) - check their website for name/address ._B©6ker0^unty Auditor (notify in addition to their Zoning Administrator) - check their website for name/address Per BK, do not notify individuals within a City Limit Same Envelope Devils Lake Imp. Dist., %Jeana M Nelson, 40631 Aerovilla Rd, Perham, MN 56573-8629 Pine Lakes Imp. Dist., PO Box 405, Perham, MN 56573 f^Township ClePRxCai^ Associato^. auPi/eytSTfif appropriate), and those listed on the attached sheet..., by placing a true and correct copy thereof in a sealed envelope, postage prepaid, and by depositing them in the U.S. Mail at Fergus Falls, MN, properly addressed to each of the above named at the addresses shown above. Secretary Oflb______ If parcel owner is “USA”, mail to Fish & Wildlife Service, 18965 Co. Hwy 82, Fergus Falls, MN 56537 If parcel owner is “DNR", Ignore as they are receiving a notice as stated above If parcel owner is “St. of MN. 375 Centennial Bldg. Spec Asst, to Atty General St. Paul, MN “, mail to DNR Lands & Minerals 2115 Birchmont Beach Rd NE Bemidji, MN 56601 l:\PC\Affidavit Orig 2016.docx PLANNING COMMISSION NOTIFICATION WORKSHEET Applicant: UixJiLl LuiU Cv. Lio JlVUih Lake:Meeting Date: XV4 Mile (1320’) Conditional Use App Va Mile (2640’) Preliminary Plat *Townshfp / County Roads: Sherry (G!S) will get map, listing, labels (she has an advanced mapping system), unless it is adjacent to the parcel(s) that run the length of the road project. Be sure to list the road name(s) and the parcel numberfs) involved with the project on this sheet for Sherry. \A 7^ i/ - PnuU i US itA.lu Tit’p cil ii J{ff fhll dr.S CHmt^jhccm tuaup Uic. IjAi fK^DC. p6 <- ^ jnn} hVS2fi> pD[ h <0 Su,tk 17 fr)[//h)i?e<, I.0 fCI |Vll''OiU^cfz<. Ulil4'l tc . I l(LIf a \r\h________ Po fjd'iC ^1 ^ k X<-‘ ■ 0 I ^ EyfvK,- 5 (vkci 4d PC:Worksheet Notification 10/2015 Buffer Mail City, State, ZipName Minnetonka MN 55305 16401013 Ford RdSidney Brennan Jr 37850 310th Ave Dent MN 56528 9232Shirley M Bush irr Detroit Lakes MN 56501 3412^Central Minnesota Land Co Lie 1117 Minnesota Ave m Perham MN 56573 1409160 2nd Ave SwEast Otter Tail Tel Co 32151 380th St DentMN 56528 9217Ruth Ann Felton Tst 31327 380th St Dent MN 56528 9205Sheila J Flanson 37915 310th Ave Dent MN 56528 9232Ramond J & Judy M Flarthun Rothsay MN 56579 0265Po Box 265Larry & Cindy Johnson 37929 County Flighway 41 Dent MN 56528 9204Randy L & Jacqueline M Kubitz Pelican Rapids MN 56572 0643Po Box 643Lake Region Electric Coop 32030 380th St DentMN 56528 9261Paul A Maertens 38180 County Fligh\way 41 Dent MN 56528 9229Jeffrey Peterson Et Al DentMN 56528 9304Paul N & Mary E Pfeffer 31344 360th St 37217 County Highw/ay 41 Dent MN 56528 9204David J Smith 39840 Star Hills Dr Dent MN 56528 9222Star Lake Township Perham MN 56573 1312515 3rd Ave NwJames A Stoll DentMN 56528 920531587 380th StWilliam R Worden Page 1 of 1Friday, August 26, 2016 Buffer Parcels Addr2Addr 1 38180 County Highway 41 Citv St ZipName 2Name 1Parcel No 56000090062000 Jeffrey Peterson Et Al Dent MN 56528 9229 38180 County Highway 41 Dent MN 56528 922956000100066000 Jeffrey Peterson Et Al Dent MN 56528 920531327 380th St56000100067000 Sheila J Hanson Dent MN 56528 920531327 380th St56000100069000 Sheila J Hanson Detroit Lakes MN 56501 3412I,,'illl7 Minnesota Ave56000100070000 Central Minnesota Land Co Lie r Dent MN 56528 920531587 380th St56000100070001 William R Worden DentMN 56528 921732151 380th St56000110075000 Ruth Ann Felton Tst Dent MN 56528 921732151 380th St56000140097000 Ruth Ann Felton Tst Dent MN 56528 926132030 380th St56000150105000 Paul A Maertens Detroit Lakes MN 56501 34121117 Minnesota Ave56000150106000 Central Minnesota Land Co Lie 00Tax Forfeited Parcel56000150108000 State Of Minnesota Detroit Lakes MN 56501 34121117 Minnesota Ave56000150108001 Central Minnesota Land Co Lie DentMN 56528923237850 310th Ave56000150108002 Shirley M Bush Dent MN 56528 922239840 Star Hills DrAttn Jeff Michaelson56000150108003 Star Lake Township Perham MN 56573 1409160 2nd Ave Sw56000150108004 East Otter Tail Tel Co Rothsay MN 56579 0265Po Box 26556000150108005 Larry & Cindy Johnson Dent MN 56528 920437929 County Highway 4156000150108006 Randy L & Jacqueline M Kubitz Detroit Lakes MN 56501 34121117 Minnesota Ave56000150109000 Central Minnesota Land Co Lie 0056000150109001 United States Of America Dent MN 56528 926132030 380th St56000150109002 Paul A Maertens Detroit Lakes MN 56501 34121117 Minnesota Ave56000150109003 Central Minnesota Land Co Lie DentMN 56528923237915 310th Ave56000160111000 Ramond J & Judy M Harthun DentMN 56528 920437217 County Highway 4156000160113000 David J Smith Page 1 of 2Friday. August 26. 2016 Addr 2Addrl Citv St ZipParcel No Name 2Name 1 Perham MN 56573 1312515 3rd Ave Nw56000160120000 James A Stoll Pelican Rapids MN 56572 0643Po Box 64356000160120001 Lake Region Electric Coop 56000210166000 Paul N & Mary E Pfeffer 31344 360th St Dent MN 56528 9304 Minnetonka MN 55305 1640Sidney Brennan Jr 1013 Ford Rd56000210166001 1013 Ford Rd Minnetonka MN 55305 1640Sidney Brennan Jr56000220167000 Paee 2 of 2Friday. August 26. 2016 2013 Photo 2012 Fergus Falls 2007 Fergus2010BasemapMore . nhanced Se... Click to add a point ries ng updated oning to a I 2000 ft ms I ---------- I Enhanced Se... C Wv-'- h M0 6;2 43 5tvi INDIGO 1. .<W itf .;**ik U :'^9^ - -'■»,?* sSIGNWORKS '4www.indigosignworks.com 278" 268" 175" 76"Shooting Star Casino 29 1/16"102" star Lake, MN Quote # 40915 (Dan’s Revision # 1)til’■ ’'Jnstr]•5rJ 5|s Date: 8/9/2016 Revised Date: 8/12/2016 m o*Sales Representative: Dan Combs i■i zO Drawn by: DLH mMif SWtMPage Scale: 3/16'' = I'-O" Page Size: 11x17 CM :CN zCOCM li::: rCASINO « RESORT ■i^;. r .J^S! Channel Letters and Logo Mounting Type: Remote with standoffs Lighting Direction: Face lit and Halo lit Face: White acrylic with 3M film overlay • SHOOTING STAR: 3630-20 (printed artwork) Backs: .063" aluminum Trim Cap: 1silver Return Depth: 5": silver Subtext channels: CASiNO'HOtEL- entertainment • Graphics: 3630-137 European Blue • Paint trim cap & returns PPG N.A. #197770 Quantity: Two [2] sets Non-llluminated Tribal Logo Three-dimensional fabrication Informational triabi plaque below Electronic Message Center Make: Daktronics GS6 Matrix: 160 x 275 Line Spacing: 15.85 mm LED Color: RGB Quantity: Two [2] S/F displays (same content) Faux Brick Structure Manufacturer: Benchmark Material: EPS foam + polyurea hard coat Accent Lighting Material: LED tubing Color: Amber WO aaii'--;;;:RECEIVEE AUG 2 4 2016 I ' LANDSRESOUFI «M « ,s "O «k !4£a4 «o zO tit'[• 'o00 $ W zO M> o■'■I 00 ■■ t.t; pp'f 4133 Iowa St. I Alexandria, MN 56308 p. 320.846.9697 | f. 320.846.9698 fcygo I oJexondha | btsmorck | grand fortes | minot ] si. cloud IS !NOTICE File location: G:\ S \ Shooting Star Casino \ Working Sketch Files \ Star Lake, MN \ StarLake Pylon 40915 ALL SIGNS MANUFACTURED FOR 120v ELECTRICAL SERVICE UNLESS OTHERWISE NOTED Due to the limitations of the printing process, the colors shown may not reflect actual colors.The ideas and designs contained in this original and unpublished drawing are the property ot Indigo Signworks, Inc. and may not be used or reproduced in whole or part without written permission from Indigo Signworks. Inc. o[ll 6|A Aii i 1i INDIGO 96.00" SIGNWORKS 60.00" www.indigosignworks.com 72.00" Aluminum cladding with epoxy bead finish. Expanded polystyrene (Benchmark) Shooting Star Dent, MN Quote #41108 Date: 08/22/2016 Revised Date:1/2" Aluminum Digital print on face . i Sales Representative: Dan Combs i I Drawn by: GAN |f( Page Scale: 3/4" = T-O" Page Size: 11x17 Zit.SHIPPING & RECEIVINGo Aluminum 3M film copy White 7725-10 ♦pO 04 'V-' -■ z w opONcn -opNon-llluminated Double Sided Pvlon Sion Aluminum 3M film copy White 7725-10 Matte Black 7725-22 EMPLOYEE ENTRANCEo ■4.(N s ■ -*! zop ofO A :t 4 I 1622 Main Avenue | Fargo, ND 58103 p, 701,297.9696 | f. 701.297.9697 fcigo ! olexandrta | bwnorck | grond fortes 1 moiot | st. cloud Due to the limitations of the printing process, the colors shown may not reflect actual colors. File location: G: \ S \ Shooting Star Casino \ Working Sketch Files \ Star Lake, MN \ StarLake_Directional_41108 The ideas and designs contained in this original and unpublished drawing are the property of Indigo Signworks. Inc. and may not be used or reproduced in whole or part without written permission from Indigo Signworks, Inc. ivimnesota Wetland Conservation Act Notice of Decision Local Government Unit (LGU) Otter Tail County Land & Resource Management Address Government Services Center 540 West Fir Fergus Falls, MN 56537 1. PROJECT INFORMATION Applicant Name White Earth Nation Project Name Shooting Star Casino - Star Lake Date of Application 18 Nov 15 Application Number 1^ Attach site locator map. Type of Decision: [HI No-Loss Q Exemption f~1 Banking Plan 1^ Wetland Boundary or Type l~l Sequencing n Replacement Plan Technical Evaluation Panel Findings and Recommendation (if any): I I Approve with conditions Summary (or attach): The shortcomings/concems noted on the original findings dated 12-30-15(attached) have been addressed to the satisfaction of the TEP. Based on the additional information provided, the TEP recommends approval of the Wetland Boundary and Type. ^ Approve CH Deny 2. LOCAL GOVERNMENT UNIT DECISION Date of Decision: 2-24-16 n Approved with conditions (include below)Approved [~1 Denied LGU Findings and Conclusions (attach additional sheets as necessary): RECEIVED AUG 2 4 20K LAND* RESOURCE Page 1 of3BWSR Forms 7-1-10 The LGU concurs with the TEP's findihgstand approves the Wetland Type and Boundary determination. For Replacement Plans using credits from the State Wetland Bank: CountyBank Service AreaBank Account #Credits Approved for Withdravval (sq. ft. or nearest .01 acre) Replacement Plan Approval Conditions. In addition to any conditions specified by the LGU, the approval of a Wetland Replacement Plan is conditional upon the follo’iving: r~1 Financial Assurance: For project-specific replacement that is not in-advance, a financial assurance specified by the LGU must be submitted to the LGU in accordance with MN Rule 8420.0522, Subp. 9 (List amount and type in LGU Findings). CD Deed Recording: For project-specific replacement, evidence must be provided to the LGU that the BWSR “Declaration of Restrictions and Govenahts” arid “Consent to Replacement Wetland” forms have been filed with the county recorder’s office in which the replacement wetland is located. I I Credit Withdrawal: For replacement consisting of wetland bank credits, confirmation that BWSR has witHdravra the credits from the state wetland, bank as specified in the approved replacement plan. Wetlands may riot be impacted uritil all applicable coriditions have been met! LGU Authorized Signature: Siting and rriailing of this coriipleted form to 'the appropriate recipients in accordance with 8420.0255, Subp. 5 provides notice that a decision was made by the LGU under the Wetland Conservation Act as specified above. If additional details on the decision exist, they have been provided to the landowner and are available from the LGU upon request. , Title Wetlands Inspector Name Kyle Westergard Phone Number and E-mail 218-998-8102 kwesterg@co.ottertail.mn.us Signature Date 2-24-16 THIS DECISION ONL-Y APPLIES TO THE MINNESOTA WETLAND CONSERVATION ACT. Additional approvals or permits from local, state, and federal agencies may be required. Check with all appropriate authorities before commencing work in or riear wetlands. Page 2 of 3BWSR Forms 7-1-10 Applicants proceed at their own risk if work authorized by this decision is started before the time period for appeal (30 days) has expired. If this decision is reversed or revised under appeal, the applicant may be responsible for restoring or replacing all wetland impacts. This decision is valid for three years from the date of decision unless a longer period is advised by the TEP and specified in this notice of decision. 3. APPEAL OF THIS DECISION Pursuant to MN Rule 8420.0905, any appeal of this decision can only be commenced by mailing a petition for appeal, including applicable fee, within thirty (30) calendar days of the date of the mailing of this Notice to the following as indicated: Check one: ^ Appeal of LGU governing body decision. Send petition and $500 filing fee to: Executive Director Minnesota Board of Water and Soil Resources 520 Lafayette Road North St. Paul, MN 55155_____________________ r~l Appeal of an LGU staff decision. Send petition and $fee (if applicable) to: 4. LIST OF ADDRESSEES IXI SWCD TEP member: Darren Neviwille ^ BWSR TEP member: Steve Hofstad I I LGU TEP member (if different than LGU Contact): ^ DNR TEP member: Julie Aadland r~l DNR Regional Office (if different than DNR TEP member) I I WD or WMO (if applicable): r~l Applicant and Landowner (if different) I I Members of the public who requested notice: 1^ Corps of Engineers Project Manager n BWSR Wetland Bank Coordinator (wetland bank plan decisions only) 5. MAILING INFORMATION >For a list of BWSR TEP representatives: www.bwsr.state.mn.us/aboutbwsr/workareas/WCA areas.pdf >For a list of DNR TEP representatives: yyww.bwsr.state.mn.us/wetlands/wca/DNR TEP contacts.pdf > Department of Natural Resources Regional Offices: Central Region: Reg. Env. Assess. Ecol. Div. Ecol. Resources 1200 Warner Road St. Paul, MN 55106 Southern Region: Reg. Env. Assess. Ecol. Div. Ecol. Resources 261 Hwy. 15 South NewUlm, MN 56073 NE Region: Reg. Env. Assess. Ecol. Div. Ecol. Resources NW Region: Reg. Env. Assess. Ecol. Div. Ecol. Resources 2115 Birchmont Beach Rd.1201 E. Hwy. 2 Grand Rapids, MN 55744NE Bemidii,MN 56601 For a map of DNR Administrative Regions, see: http://files.dnr.state.mn.us/aboutdnr/dnr regions.pdf >For a list of Corps of Project Managers: www.mvD.usace.armv.mi l/regulatoi'v/default.asp?pageid=687 or send to: US Army Corps of Engineers St. Paul District, ATTN: OP-R 180 Fifth St. East, Suite 700 St. Paul, MN 55101-1678 Page 3 of 3BWSR Fonns 7-1-10 >For Wetland Bank- Plan applications, also send a copy of the application to; Minnesota Board of Water and Soil Resources Wetland Bank Coordinator 520 Lafayette Road North St. Paul, MN 55155 6. ATTACHMENTS In addition to the site locator map, list any other attachments: 1^ Original Notice of Decision □□□□ BWSR Forms 7-1-10 Page 4 of 3 P.O. Box 497 Nevis, MN 56467 Telephone: (877) 346-3474 robertmerila@arvig.net Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Lakes • Streams • Riparian • Wetlands • Watersheds Shooting Star Casino—Star Lake Star Lake Township, Ottertail County, Minnesota for White Earth Nation Wetland Delineation Report October 15, 2015 Number: 15019JB Shooting Star Casino—Star Lake Star Lake Township, Ottertail County, Minnesota for White Earth Nation prepared by Aquatic EcoSolutions, Inc. Number: 15019JB The Shooting Star Casino—Star Lake site is in the northern portion of Section 15 and the southern portion of the SW% of Section 10, Township T. 135 N., Range R. 41 W., Star Lake Township, Ottertail County, Minnesota. The parcel is located adjacent to and mostly east of County Road 41 (with some of the property on the west side of the road) two miles south of Highway 108 near the west shore of Star Lake. SSO'"^ Street was along the northern edge of most of the property, with a small portion of the property on the north side of this road. Adjacent land usage includes a golf course, agricultural lands, and rural homesites. This parcel included rural homesites, an old farmstead, agricultural lands, some woodland, and the delineated wetlands. The purpose of this project was to examine the site for wetland conditions and delineate them. The Results section describes the wetland conditions observed on the site. The wetland delineation was performed between September 29 and October 9, 2015 by Robert J.F. Merila, Wetland Delineator Certified #\0%1. Methodology In Minnesota, wetlands are under two jurisdictions; State and Federal. The State jurisdiction guidelines were set by the Minnesota Wetland Conservation Act of 1991 (WCA). This State jurisdiction is administered by the Local Governmental Unit (LGU) with technical guidance provided by the Board of Water and Soil Resources (BWSR). The Federal jurisdiction is administered by the U.S. Army Corps of Engineers (COE or Corps). Starting in 1996, both jurisdictions agreed to use the Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987) along with supplemental guidance by the Corps. This manual is commonly referred to as the 1987 Manual. The wetland delineation method used on this site was the Plant Community Assessment Procedure of the Routine Onsite Determination Method. The Routine Onsite Determination Page 1 of 12Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Shooting Star Casino—Star Lake Number 15019JB Forms (located in the back of the report) detail the three technical criteria (hydrophytic vegetation, hydric soils, and wetland hydrology) as described in the 1987 Manual. The wetland edge(s) were delineated where one, two, or all three of these technical criteria drop out. One sample point transect perpendicularly crosses the delineated edge. This transect consists of one sample point above the edge and one sample point below the edge. A Routine Onsite Determination Form (data form) was completed for each of the sample point locations. The data forms describe the plant community, soils information, and hydrologic indicators at each sample point. Sample points are labeled as follows: SPl-LOW l=basin or edge number LOW=the sample point below the edge (“UP” is above the edge) Plant species on the data forms were listed by scientific names, stratum, percent cover for that stratum, and the species hydrohytic indicator status. The delineated wetland edges were flagged with sequential numbers on orange or pink “Wetland Boundary” flagging, or with pink pin flags. The sample points were marked with blue and white striped flagging that was tied on vegetation or pin flags. Results 21 wetland basins were delineated on the parcel; the edges were located by the surveyor. According to the Department of Natural Resources (DNR) Protected Water Inventory (PWI) of Otter Tail County (sheet 1 of 2), the only protected waters mapped on or near the property were Star Lake (385P) and the open water pond below Basin 2. The northern edge of the property, north of 380*'’ Street, was a relatively sharp bank down to Star Lake, so the OHWL would be the edge of this slope to Star Lake. Edge 1 was along the southern edge of the high ground on the property, a significant distance up- slope from Star Lake, but was the upper edge of the wetland between the high ground and Star Lake. The National Wetlands Inventory (NWI) identifies the following polygons that coincide with the following basins: Page 2 of 12Copyright© 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Shooting Star Casino—Star Lake Number 15019JB PEM/SS1C;PEMF below PEM/SS 1C: PEMF below Basin 1 Basin 2 Basin 3 none (high ground hay field at the PEMA polygon to the southeast) Basin 4 (small PEMC polygon mostly included in Basin 4) Basin 5 PEM/SS 1C PEM/SS 1C Basin 6 Basin 7 Basin 8 Basin 9 Basin 10 Basin 11 Basin 12 Basin 13 (a house is located to the east at the location of the PUBGx polygon) Basin 14 Basin 15 Basin 16 Basin 17 Basin 18 Basin 19 Basin 20 PEMA PEM/SS 1C none PSSIC PEM.SSlCd PEM/SS ICd (half of it) PUBG PSSIC PEMF/EMC none PSSIC none none nonesmall PEMA to the east of the identified basin (no apparent basin to the east at the mapped PEMC polygon within the agricultural field) Basin 21 none Area A Area B Area C Area D none none none none Information from the Soil Survey of Otter Tail County (online version) identifies the soils mapped on the parcel. This information is used on the Data Sheets. Soils mapped within the area examined include: Parnell silty clay loam, depressional Snellman sandy loam, 1 to 6 percent slopes Seelyeville muck Parnell silt loam Nitche-Kandota-Lida complex,^ 1 to 6 percent slopes Nitche-Kandota-Lida complex, 6 to 12 percent slopes Dent silt loam, 1 to 6 percent slopes Haslie, Seelyeville, and Cathro soils, ponded Hangaard loamy sand, lake beaches Naytahwaush-Mahkonce complex, 1 to 8 percent slopes Naytahwaush clay loam 8 to 15 percent slopes, eroded Mahkonee clay loam, 1 to 4 percent slopes 34 267B 540 680 705B 705C 1105B 1113 1114 1208B 1209C 1212B Page 3 of 12Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges ) Shooting Star Casino—Star Lake Number 15019JB Snellman-Lida complex, 1 to 8 percent slopes Snellman-Lida complex, 8 to 15 percent slopes Haslie and Nidaros soils, ponded Knute-Brandsvold complex, thick solum Rushlake sand Lida-Almora-Dent complex, 1 to 8 percent slopes Water 1218B 1218C 1230 1276 1307 1344B W There was a “wet spot” symbol in the woods northwest of Basin 16 and south of Area B and Area C. This location was observed to be a non-hydrophytic plant community similar to the rest of the wooded area. Hydrology According to Precipitation Worksheet Using Gridded Database for determining hydrology, the three month score using 1971-2000 normal period was 12 (normal) and the score using 1981-2010 normal period was 9 (dry); if these were averaged, the number would be 10.5 (normal). Therefore, the hydrology during the Wetland Delineation of the site would appear to be considered “normal.” Edge Descriptions Edge 1 was along the southern portion of the high ground of the property; the wetland below this edge was a Shallow Marsh (Type 3, PEMIC) wetland. Plant species within this wetland were observed to include reed canary grass, common cattail, giant bur reed {Phragmides), sandbar willow, and lake sedge. Green ash and balsam poplar were observed along the edge. Plant species observed above the delineated edge include largeleaf aster, Pennsylvania sedge, smooth brome, great burdock, Kentucky bluegrass, quackgrass, tall goldenrod, Canada goldenrod, tansy ground cover; common buckthorn, hawthorn, Canada plum, and prickly ash shrubs; and basswood, sugar maple, slippery elm, trembling aspen, and white birch trees. Edge 2 was along the southwest and western edge of the high ground on the property. The wetland below this edge was Shallow Marsh (Type 3, PEMIC) wetland with a little bit of Shrub Carr (Type 6, PSSIC) wetland. The plant species observed below this edge included giant reed grass, reed canary grass, common cattail, sandbar willow, and black willow. Green ash and balsam poplar were observed along the edge. Species observed above this edge included smooth brome, Kentucky bluegrass, soybeans, common ragweed, red clover, white clover, alfalfa, great burdock, common mullein, tall goldenrod, Canada goldenrod, quackgrass, wild geranium, wild sarsaparilla, thicket creeper, and tansy ground cover; prickly ash, smooth sumac, common buckthorn, and Canada plum shrubs; and American basswood, black cherry, white birch, bur oak, red oak, trembling aspen. Basin 3 was an enlargement of a roadside ditch (of Highway 41) to the south of the driveway entrance to a farmstead that appears to collect stormwater. This basin is a saturated soil Fresh (Wet) Meadow (Type 2, PEMIB). Plant species observed within this basin included giant reed grass, reed canary grass, lake sedge, and stinging nettle. Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Page 4 of 12 Shooting Star Casino—Star Lake Number 15019JB Plant species observed above the edge included Kentucky bluegrass, common dandelion, red clover, white clover, alfalfa, green foxtail, field thistle, great burdock, tansy, bull thistle, great burdock, common ragweed, and white spruce. Plant species observed along the edge included green ash, curly dock, and stinging nettle. Basin 4 was a topographical low basin in the southern portion of the area examined located north of Edge 1, east of Basin 3, and west of Basin 5. This basin was a saturated soil Fresh (Wet) Meadow (Type 2, PEMlBd) wetland with reed canary grass and giant reed grass (Phragmides) as the prominent vegetation. The upland adjacent to the basin included an agricultural field planted in soybeans during the 2015 growing season, a mown bluegrass lawn, and the observed species that included timothy, smooth brome, common milkweed, tall goldenrod, common dandelion, Kentucky bluegrass, Canada goldenrod, quack^ass, red clover, white clover, alfalfa, Canada thistle, field thistle, and tansy ground cover. It appears that there was historical drainage of this basin prior to the 1980 aerial photograph. Basin 5 was a Fresh (Wet) Meadow (Type 2, PEMlBd) wetland with some Shrub Carr (Type 6, PSSlBd) wetland located in the southeastern portion of the parcel. Plant species observed within the basin included reed canary grass, lake sedge, fowl bluegrass, Canada bluejoint grass, sandbar willow, black willow, and common cattail. The upland adjacent to the basin included an agricultural field planted in soybeans during the 2015 growing season, a mown bluegrass lawn, and the observed species that included timothy, smooth brome, common milkweed, tall goldenrod, Kentucky bluegrass, common dandelion, Canada goldenrod, quackgrass, red clover, white clover, alfalfa, Canada thistle, field thistle, wild sarsaparilla, wild geranium, Pennsylvania sedge, and tansy ground cover. This basin was located in both the Fee Title portion of the property and also the Tribal Trust Land. The western portion of the basin was located alongside agricultural land, while the eastern portion of the basin was in an area that appeared to have been historically drained prior to the 1980 aerial photograph. Basin 6 was a Seasonally Flooded Basin (Type 1, PEMIA) located west side of the wooded area northwest of Basin 5 and southeast of Basin 18. Reed canary grass was the predominant plant species within this basin. Species observed in the adjacent upland included soybeans, smooth brome, common milkweed, tall goldenrod, tansy, thicket creeper, quackgrass, Pennsylvania sedge ground cover; prickly ash, prickly gooseberry, and American hazel shrubs; and American basswood, slippery elm, sugar maple, and white birch trees. Page 5 of 12Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Shooting Star Casino—Star Lake Number 15019JB Basin 7 was a Seasonally Flooded Basin (Type 1, PEMl Ad) in the agricultural field upslope (east) of Basin 2 in the western portion of the property. Species observed included reed canary grass, pinkweed, and a few sandbar willows. In many of the cropping history aerial photographs, this area was either partially or fully cropped but appears to have become wetter more recently. The delineated area was larger than the NWI polygon. During the time period of 1980 to 1990, this basin was cropped through 50% of the time during normal years (3 of 6). During the entire sweep of available photographs, this basin was cropped 68% of time during normal years (13 of 19). The edge delineated appeared to be a reasonable representation of the basin based on the sweep of aerial photographs, according to the reviewers who assisted in the review of the aerial photographs. The adjacent upland was planted to soybeans during the 2015 growing season. In addition, species observed included lambsquarters, tansy, tall goldenrod, Canada goldenrod, common mullein, quackgrass, common ragweed, yellow sweetclover, white sweetclover, red clover, and white clover. Basin 8 was a small Seasonally Flooded Basin (Type 1, PEMl A) wetland in the northeastern portion of the parcel, east of Basin 9. Reed canary grass was the predominant vegetation in the basin. The plant species observed in the adjacent upland included common milkweed, Kentucky bluegrass, common yarrow, tansy, Canada thistle, field thistle, tall goldenrod, Canada goldenrod, red raspberry, smooth brome, woodland strawberry, common ragweed, lambsquarters, and velvetleaf ground cover; prickly ash, American hazel, and smooth sumac shrubs; and American basswood, box elder, red oak, bur oak, and white birch trees. Basin 9 was a Shallow Marsh (Type 3, PEMlCd) wetland with Shrub Carr (Type 6, PEMlBd) portions located in the eastern portion of the parcel north of Basin 10 and south of Basin 15. Plant species observed within the basin included reed canary grass, common cattail, lake sedge, pussy willow, sandbar willow, and black willow. Green ash and stinging nettle were observed along the fiinge. The northern portion of this basin has unnaturally steep banks that indicate the likelihood of sand and gravel excavation (at least in this portion of the basin). Area E and Area F have failing slopes (indicating sand and gravel extraction) and are located immediately to the northwest of this basin. The plant species observed in the adjacent upland included common milkweed, Kentucky bluegrass common yarrow, tansy, Canada thistle, field thistle, tall goldenrod, Canada goldenrod, red raspberry, smooth brome, woodland strawberry, common ragweed, lambsquarters, and velvetleaf ground cover; prickly ash, American hazel, and smooth sumac shrubs; and American basswood, box elder, red oak, bur oak, and white birch trees. It appears that there may have been a notch cut in the historic southward drainage outlet toward Basin 10; at the down-stream (south) end of Basin 10 there is a deep cut through high ground that pre-dated the 1980 aerial photograph. Page 6 of 12Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Shooting Star Casino—Star Lake Number 15019JB Basin 10 was a Fresh (Wet) Meadow (Type 2, PEMlBd) wetland with some Shrub Carr (Type 6, PSSlBd) located in the eastern portion of the property south of Basin 9 and north of Basin 5. Reed canary grass, pussy willow, and sandbar willow were the predominant plant species in the basin. Species observed in the adjacent upland included Arherican basswood, slippery elm, bur oak, red oak, sugar maple, bigtooth aspen, trembling aspen, green ash, and white birch trees; beaked hazel, American hazel, prickly ash, prickly gooseberry, and ironwood shrubs; and woodland strawberry, wild geranium, Pennsylvania sedge, largeleaf aster, graceful sedge, great burdock, and tick trefoil ground cover. This basin appears to be a drained basin with an observed notch cut at the southern portion of the basin visible in the 1980 aerial photograph. The upland-wetland edge in the northwestern portion of this basin started as a dead furrow (heading southward) along the edge of an agricultural field that had some hydrophytic vegetation with a slight ridge of higher elevation between the dead furrow and the basin. At one point, the water flowed down-slope from the dead furrow toward the base of the hillside alongside the existing wetland. The west side of the basin was a broad transition that was delineated along the approximate 50% transition from non-hydrophytes and hydrophytes in the ground cover and shrub layer (with broadly tolerant tree species such as box elder); there were drier non-hydrophytic species below the delineated edge, but the edge was delineated in this transitional zone. In the past, prior to when this basin was notched and drained, the wetland edge was likely at a higher elevation but the hydrology had subsided over time with the absence of hydrology along the fringe. Basin 11 was a Seasonally Flooded Basin (Type 1, PEMl Ad) in the southeast comer of the agricultural field west of Basins 9 and 10. On the aerial photographs, this area was cropped occasionally, but appears to have become wetter more recently; the NWI polygon was roughly half the size of the delineated basin. Species observed within the basin included reed canary grass, barnyard grass, and pinkweed. This basin was delineated larger than the NWI polygon and up-slope of areas that were observed to be fully cropped in many of the cropping history aerial photographs. A deep cut at the outlet of this basin was observed to be present on the 1980 aerial photograph. Species observed in the adjacent upland included American basswood, slippery elm, bur oak, red oak, sugar maple, bigtooth aspen, trembling aspen, green ash, and white birch trees; beaked hazel, American hazel, prickly ash, prickly gooseberry, and ironwood shmbs; and common ragweed, yellow sweetclover, white sweetclover, red clover, white clover, lambsquarters, woodland strawberry, wild geranium, Pennsylvania sedge, largeleaf aster, graceful sedge, great burdock, and tick trefoil ground cover. Basin 12 was a Deep Marsh (Type 4, PUBG) located in the northeast comer of the property (north of 380* Street), extending eastward off of the property. This basin had open water in the middle with reed canary grass and lake sedge along the edges. Page 7 of 12Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Shooting Star Casino—Star Lake Number 15019JB Species observed in the adjacent upland included American basswood, slippery elm, bur oak, red oak, sugar maple, bigtooth aspen, trembling aspen, green ash, and white birch trees; beaked hazel, American hazel, prickly ash, sugar maple, prickly gooseberry, and ironwood shrubs; and woodland strawberry, wild geranium, sugar maple, Pennsylvania sedge, largeleaf aster, graceful sedge, great burdock, and tick trefoil ground cover. Basin 13 was a Fresh (Wet) Meadow (Type 2, PEMIB) wetland that had some black ash saplings along the fringe located in the northern portion of the property (north of 380* Street) east of Basin 14. Reed canary grass and beggartick were the predominant plant species along with some pinkweed. Species observed in the adjacent upland included American basswood, slippery elm, bur oak, red oak, sugar maple, bigtooth aspen, trembling aspen, green ash, and white birch trees; beaked hazel, American hazel, prickly ash, sugar maple, prickly gooseberry, and ironwood shrubs; and woodland strawberry, wild geranium, sugar maple, Pennsylvania sedge, largeleaf aster, graceful sedge, great burdock, and tick trefoil ground cover. Basin 14 was a Shallow Marsh (Type 3, PEMIC) wetland located in the northern portion of the property (west of Basin 13, north of 380* Street) that extended westward off of the property. There were pockets of Shrub Carr (Type 6, PSSIC) wetland. Plant species observed in the basin included reed canary grass, lake sedge, red osier dogwood, and black ash. Species observed in the adjacent upland included American basswood, slippery elm, bur oak, red oak, sugar maple, bigtooth aspen, trembling aspen, green ash, and white birch trees; beaked hazel, American hazel, sugar maple, prickly ash, prickly gooseberry, and ironwood shrubs; and woodland strawberry, wild geranium, sugar maple, Pennsylvania sedge, largeleaf aster, graceful sedge, great burdock, and tick trefoil ground cover. If Basin 15 were considered to be “wetland,” it would be a Seasonally Flooded Basin (Type 1, PEMl Ad) in the agricultural field along the northern edge of the agricultural field immediately south of 380* Street southeast of Basins 13 and 14. On the aerial photographs, this area was regularly cropped but appears to have become wetter more recently; this basin was not identified as wetland on the NWI. Species observed within the basin included reed canary grass, barnyard grass, and pinkweed. During the review of the cropping history aerial photographs, this basin was observed to be cropped through every year (even wet years) from 1980 to 1999. The 2000 aerial photo was the first that showed crop stress, and there were 3 of 7 years of wet signatures during normal years from 2000 to 2010. During the entire sweep of the aerial photos available, wet signatures were observed only 16% (3 of 19) of normal years, indicating that this area would appear to lack the hydrology criterion. There was no NWI polygon at this location. The adjacent upland was planted to soybeans during the 2015 growing season. In addition, species observed included lambsquarters, velvetleaf, tall goldenrod, Canada goldenrod, common yarrow. Page 8 of 12Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Shooting Star Casino—Star Lake Number 15019JB common milkweed, smooth brome, quackgrass, common ragweed, yellow sweetclover, white sweetclover, red clover, and white clover. Basin 16 was a Seasonally Flooded Basin (Type 1, PEMl A) in the wooded area west of Basin 9 and north of Basin 21. This basin was mostly reed canary grass, stinging nettle, and beggartick with a few green ash along the fringe. Plant species observed in the adjacent upland included trembling aspen, bigtooth aspen, sugar maple, slippery elm, white birch, American basswood, ironwood, bur oak, and green ash trees; ironwood, beaked hazel, American hazel, smooth sumac, prickly ash, and prickly gooseberry shrubs; and largeleaf astern Pennsylvania sedge, graceful sedge, tick trefoil, Kentucky bluegrass, crown vetch, smooth brome, bracken fern, and rattlesnake fern ground cover. If Basin 17 were to be considered “wetland,” it would be a Seasonally Flooded Basin (Type 1, PEMl Ad) in the agricultural field along the eastern side of Highway 41, east of Basin 7 and northwest of Basin 18. Reed canary grass was the main species observed along with a few sandbar willow plants and a small patch of narrow-leaved cattail. On the cropping history aerial photographs, this area had crop signatures in 42% of the normal years (8 of 19) indicating that this area lacks the hydrology criterion in more than 50% of the normal years. This was consistent with the observation of a drainage outlet underneath the roadway to the west that was at a lower elevation than this siuface water conveyance area. The adjacent upland was planted to soybeans during the 2015 growing season. In addition, species observed included smooth brome, common milkweed, green foxtail, tall goldenrod, Canada goldenrod, tansy, alfalfa, common ragweed, iambsquarters, yellow sweetclover, white sweetclover, red clover, white clover, and alfalfa. Basin 18 was a Seasonally Flooded Basin (Type 1, PEMl A) in the agricultural field northwest of Basin 6 and southeast of Basin 17. Species observed within the basin included reed canary grass, barnyard grass, pinkweed, narrow-leaved cattail, and needle spikerush. According to the cropping history aerial photographs, this area was cropped nearly every year from 1980 to 1992 and then had wet signatures most years from 1993 through 2010 during normal years. The total was 74% wet signatures during normal years (14 of 19). The observed wet signature was similar to what was delineated in the field according to the reviewers who assisted in the review of the aerial photo slides. This basin was not identified as wetland on the NWI. The adjacent upland was planted to soybeans during the 2015 growing season. In addition, species observed included alfalfa, Iambsquarters, common ragweed, yellow sweetclover, white sweetclover, red clover, and white clover. Basin 19 was a Seasonally Flooded Basin (Typed, PEMIA) in the wooded area southwest of Basin 11 and north of Basin 5. Reed canary grass was the primary plant species. This area is within the old farmstead area, so this basin might be a relict from pasturing cattle as there is evidence of pasturing on the property. ' Page 9 of 12Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Shooting Star Casino—Star Lake Number 15019JB Species observed in the adjacent upland included American basswood, slippery elm, bur oak, red oak, sugar maple, bigtooth aspen, trembling aspen, green ash, and white birch trees; beaked hazel, American hazel, prickly ash, prickly gooseberry, and ironwood shrubs; and woodland strawberry, wild geranium, Pennsylvania sedge, largeleaf aster, graceful sedge, great burdock, and tick trefoil ground cover. If Basin 20 were to be considered “wetland,” it would be a Seasonally Flooded Basin (Type 1, PEMlAd) in the agricultural field northwest of Basin 11 and south of Basin 21. Species observed within the basin included barnyard grass, pinkweed, needle spikerush, lambsquarters, red clover, and white clover. On the cropping history aerial photographs, this area was regularly cropped and appears to have become wetter more recently; from 1980 through 1996, this basin was cropped through nearly every year. During the full sweep of available aerial photographs, there were wet signatures during 37% of the normal years (7 of 19). Based on this information, this basin would appear to lack wetland hydrology. On the NWl, there was only a small PEMA polygon near the eastern lobe of this basin, but the delineated basin was larger than the NWI polygon. The NWI showed another polygon (PEMC) to the east of this basin; however, there was no basin observed at this location in the field and the cropping history aerial photographs do not show a persistent signature at this location either. The adjacent upland was planted to soybeans during the 2015 growing season. In addition, species observed included lambsquarters, common ragweed, yellow sweetclover, white sweetclover, red clover, and white clover. If Basin 21 were to be considered “wetland,” it would be a Seasonally Flooded Basin (Type 1, PEMlAd) in the agricultural field south of Basin 16 and north of Basin 20. Species observed within the basin included barnyard grass, pinkweed, and needle spikemsh. On the cropping history aerial photographs, this area was regularly cropped but appears to have become wetter more recently; from 1980 through 1995, this basin was cropped through nearly every year. During the full sweep of available aerial photographs, there were wet signatures during 37% of the normal years (7 of 19). Based on this information, this basin would appear to lack wetland hydrology. This basin was not identified as wetland on the NWI. The adjacent upland was planted to soybeans during the 2015 growing season. In addition, species observed included lambsquarters, common ragweed, yellow sweetclover, white sweetclover, common mullein, red clover, and white clover. Page 10 of 12Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Shooting Star Casino—Star Lake Number 15019 JB Areas observed to not be non-wetland Area A was located in the southwest comer of the property, north of the west side of Edge 1. This basin included non-hydrophytes such as white clover, lambsquarters, and wild mustard. While the soils were not clearly non-hydric, they were not clearly hydric either (10YR2/1 to below 20 inches down). Within the agricultural land on the property, other basins that were delineated as wetland had distinct hydric soil characteristics. The non-hydrophytic plant community and the lack of strong hydric soil features appears to indicate that this area does not have persistent hydrology. This basin was not identified on the NWI and on the cropping history aerial photographs this basin was absent almost every year from 1980 to 2000 and the available years to 2013; during the normal precipitation years, it had 5% wet signatures of the photos available. Area B was a patch of reed canary grass in the northwest comer of the property, between the agricultural field and 380* Street. While reed canary grass was present (with no other hydrophytes and some non-hydrophytes such as Canada goldenrod), it appears that this basin was non-wetland because the soils were 2 chroma matrix soil without mottles below the A horizon and to below 12 inches down. This basin was not identified on the NWI and on the cropping history aerial photographs this basin was absent almost every year from 1980 to 2000 and the available years to 2013; during the normal precipitation years, it had 11% wet signatures (primarily due to “rounding the comer” with agricultural equipment). Area C was a small landscape depression east of Area B north of the agricultural field and south of 380* Street. This landscape depression had a mixture of smooth brome, common mullein, and reed canary grass, indicating that it did not meet the hydrophytic vegetation criterion. In addition, the soil was 2 chroma matrix without mottles below the A horizon and to below 12 inches. This basin was not identified on the NWI and on the cropping history aerial photographs the agricultural field adjacent to this basin was cropped through almost every year from 1980 to 2000 and the available years to 2013; during the normal precipitation years, it had 0% wet signatures. Area D was a small terrace on the landscape in the agricultural field southeast of Basin 15 in the northeast comer of the property. Soybeans and lambsquarters were observed. The soil was 2 chroma matrix without mottles to below 12 inches. This basin was not identified on the NWI and on the cropping history aerial photographs this basin was absent almost every year from 1980 to 2000 and the available years to 2013; during normal precipitation years, it had 0% wet signatures. Area E was a landscape depression that appeared to be a sand and gravel extraction area to the northwest of the northwest comer of Basin 9. Smooth brome and smooth sumac were observed in the basin, which indicate a lack of persistent hydrology. Area F was another landscape depression just northwest of Area E. This area also had smooth brome and other non-hydrophytes growing in the basin indicating a lack of persistent hydrology. Page 11 of 12Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Shooting Star Casino—Star Lake Number 15019JB Conclusion This wetland examination, delineation, and report of the Shooting Star Casino—Star Lake was performed in accordance with the generally accepted methodology of the 1987 Manual at the time of the services rendered. No warranty, express or implied, is made. If unavoidable impacts are planned for this project, permits or exemptions from State (WCA, DNR, Watershed District), Federal (Corps), and/or other applicable entities need to be granted before the impacts occur. &The wetland delineation was performed and report prepared by Robert J.F. Merila, Wetland Delineator Certified #1087. Robert J.F. M6nla, President Wetland Delineator, Certified #1087 Professional Wetland Scientist #1030 Associate Fisheries Scientist Aquatic EcoSolutions, Inc. Date i Copyright © 2015, Aquatic EcoSolutions, Inc. Ecological Solutions to Environmental Challenges Page 11 of 11 lSH7r'’ UtfC '*^1#. (♦1»H>0 ^ *3 ■' 'j ■/■ 4'- ; sZ-on La Zorna ■ 29 Protected Waters Inventory of Otter Tail County Minnesota Department of Natural Resources (Sheet 1 of 1) tN Aquatic EcoSolutions, Inc.Shooting Star Casino - Star Lake otter Tail County, Minnesota Accuracy is not guaranteed. NOT to be construed or used as a legal description. Copyright 2014 Otter Tail Cojnty, MN Accuracy is NOT guararreea For REFERENCE purposes orty THIS IS NOTALECSALDOCUiifleNT Tue Sep22 20l5l0 33 27AM ^>1 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 Stormwater Pollution Prevention Plan for: Shooting Star Casino Star Lake Site Otter Tail County, MN Operator(s): Meyer/Woodstone JV. Verlyn Schoep 11000 93^‘*Ave Maple Grove, MN, 55369 612-735-5855 vschoep@meyerci.comRECEIVED AUG 2 h 2lt6 LAND & RESOURCE SWPPP Contact(s): Meyer Contracting, Inc. Jerry Monger 11000 93^‘*Ave Maple Grove, MN, 55369 507-412-9481 j monger@meyerci. com SWPPP Preparation Date: 08/ 15/2016 Estimated Project Dates: Project Start Date: 09/01/2016 Project Completion Date: 05/15/2018 1 Stormwater Pollution Prevention Plan (SWPPP)I I "" Shooting Star Casino - Star Lake Site - August, 2016 f Contents SECTION 1: SITE EVALUATION, ASSESSMENT, AND PLANNING.......................... Project/Site Information............................................................................ 1.2 Contact Information/Responsable Parties.................................................. 1.3 Nature and Sequence of Construction Activity........................................ 1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns........................ 1.5 Construction Site Estimates...................................................................... 1.6 Receiving Waters....................................................................................... 1.7 Site Features and Sensitive Areas to be Protected.................................... 1.8 Potential Sources of Pollution................................................................... 1.9 Endangered Species Certification............................................................. 1.10 Historic Preservation................................................................................. 1.11 Applicable Federal, Tribal, State or Local Programs............................... 1.12 Maps.......................................................................................................... Construction Activity................................................................................ 2.2 Stabilize Soils............................................................................................ 2.3 Protect Slopes............................................................................................ 2.4 Protect Storm Drain Inlets........................................................................ 2.5 Establish Perimeter Controls and Sediment Barriers................................ 2.6 Retain Sediment On-Site........................................................................... 2.7 Establish Stabilized Construction Exits.................................................... 2.8 Additional BMPs...................................................................................... SECTION 3: GOOD HOUSEKEEPING BMPS........................................................ Material Handling and Waste Management............................................. Establish Proper Building Material Staging Areas................................... Designate Washout Areas......................................................................... 3.4 Establish Proper EquipmentWehicle Fueling and Maintenance Practices Control Equipment/Vehicle Washing....................................................... 3.6 Spill Prevention and Control Plan............................................................. 3.7 Any Additional BMPs............................................................................... Allowable Non-Stormwater Discharge Management............................... SECTION 4: SELECTING POST-CONSTRUCTION BMPs........................................ SECTION 5: INSPECTIONS................................................................................ Inspections................................................................................................ Delegation of Authority............................................................................ Corrective Action Log.............................................................................. SECTION 6: RECORDKEEPING AND TRAINING................................................... 6.1 Recordkeeping........................................................................................... 6.2 Log of Changes to the SWPPP................................................................. 6.3 Training..................................................................................................... SECTION 7: FINAL STABILIZATION.................................................................... SECTION 8: CERTIFICATION AND NOTIFICATION................................................ SWPPP APPENDICES......................................................................................... Appendix A - General Location Map 1 11.1 1 3 4 5 5 5 6 6 7 8 8 82.1 9 QII x.v:...'..:.,;..;i.o 9 10 11 11 11 113.1 113.2 123.3 12 123.5 12 12 133.8 14 15 155.1 5.2 15 155.3 16 16 16 16 17 17 18 11 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 Appendix B - Site Maps Appendix C - Construction General Permit Appendix D - NOI and Acknowledgement Letter from EPA/State Appendix E - Inspection Reports Appendix F - Corrective Action'Log (or in Part 5.3) Appendix G - SWPPP Amendment Log (or in Part 6.2) Appendix H - Subcontractor Certifications/Agreements Appendix I - Grading and Stabilization Activities Log (or in Part 6.1) Appendix J - Training Log Appendix K - Delegation of Authority Appendix L - General SWPPP Notes for Construction Activity 111 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 SECTION 1: SITE EVALUATION, ASSESSMENT, AND PLANNING 1.1 Project/Site Information Project/Site Name: Shooting Star Casino - Star Lake Site Project Street/Location: 37526 Co. Hwv 41 City: Dent County or Similar Subdivision: Otter Tail County Latitude/Longitude (Use one of three possible formats, and specify method) Longitude: 1. 95 ° 50'01.1034" W (degrees, minutes, seconds) State: MN ZIP Code: 56528 Latitude: 1. 46 ° 30'19.345" N (degrees, minutes, seconds) Method for determining latitude/longitude: I I uses topographic map (specify scale: I I Other (please specify):____________ Is the project located in Indian country? If yes, name of Reservation, or if not part of a Reservation, indicate "not applicable." White Earth Nation Is this project considered a federal facility? NPDES project or permit tracking number*: *(This is the unique identifying number assigned to your project by your permitting authority after you have applied for coverage under the appropriate National Pollutant Discharge Elimination System (NPDES) construction general permit.) □ EPA Web site X GPS □ NoX Yes □ Yes XNo 1.2 Contact Information/Responsable Parties Operator(s): Meyer/Woodstone JV Verlyn Schoep 11000 93rd Ave Maple Grove, MN, 55369 612-735-5855 vschoep@meyerci.com Project Manager(s) or Site Supervisor(s): Meyer Contracting, Inc. Jerry Monger I Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 11000 93rd Ave Maple Grove, MN, 55369 507-412-9481 j monger@meyerci .com SWPPP Contact(s): Meyer Contracting, Inc. Jerry Monger 11000 93rd Ave Maple Grove, MN, 55369 507-412-9481 j monger@meyerci .com This SWPPP was Prepared by: Company or Organization Name: Moore Engineering, Inc. Name: Daniel R. Hanson Address: 1808 East Fir Avenue City, State, Zip Code: Fergus Falls, MN 56537 Telephone Number: 701-499-5840 Email: dhanson@mooreengineeringinc.com Subcontractor(s): To be Determined Insert Company or Organization Name: Insert Name: Insert Address: Insert City, State, Zip Code: Insert Telephone Number: Insert Fax/Email: Repeat as necessary Emergency 24-Hour Contact: Meyer Contracting Mark Conte 612-991-8275 2 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 1.3 Nature and Sequence of Construction Activity Describe the general scope of the work for the project, major phases of construction, etc; There are two permitting authorities for SWPPP activities on site. The Environmental Protection Agency (EPA) regulates the Tribal Trust Land and the Minnesota Pollution Control Agency (MPCA) regulates the Fee Land. The Tribal Trust Land is the parcel shown in the SWPPP that contains the building and the Fee Land is all properties outside of the Tribal Trust Land. This SWPPP combines erosion and sediment control practices/BMP’s for both of these areas. The project consists of the construction of a building to house a casino, restaurant, hotel and convention center, parking lots, a wastewater treatment facility, water treatment facility and elevated storage tank to service the campus. Construction as soon as the wetlands located on the Tribal Trust Land have been mitigated. This is assumed to be in August, but could start later in the year pending mitigation approval by the Corps of Engineers. Otter Tail County is the controlling authority for wetland mitigation on the Fee Land and that mitigation process is expected to be completed in August as well. Stages of construction: Tribal Trust Land: The project will begin with excavating unsuitable soils in the area of the building followed by the installation of piers to be installed. This will be followed by footing installation and the construction of the building. It is assumed that there will need to be dewatering of the excavated area to complete the work. Water pumped from the area will be directed to temporary sedimentation basins with a skimmer pump that pumps water off of the surface in to a wooded area that will further help any sediment in the water to be filtered out before it enters a wetland or the abutting lake. Fee Land: The areas where parking lots, stormwater treatment ponding, sanitary sewer treatment, water treatment facility are to be constructed will be stripped of topsoil and brought to the grades shown in the plans. This will require borrow material to be either hauled in from off site or on site if suitable material can be found within the Fee Land. Earth moving activities will commence following the wetland mitigation and conditional use permitting process which is anticipated to be completed as soon as August, 2016. Due to increased traffic. Otter Tail County 41 will have a bypass and turning lane added to it to provide safe traffic flow. This work is anticipated to take place in the 2017 construction season. What is the function of the construction activity? I I Residential ^ Commercial O Industrial O Road Construction Q Linear Utility I I Other (please specify); Estimated Project Start Date: Estimated Project Completion Date: 09/01/2016 09/30/2017 3 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 The following shall be used to amend the SWPPP; 1. During construction, BMP’s are subject to change. There will be regular meetings held between the Contractor/Owner/Sub-Cbntractors/Engineer/Local Permitting Authorities and others. At any point during these discussions if a BMP change is necessary, it will be noted and an explanation with drawings (if necessary) will be attached to the original SWPPP. 2. Any changes to the SWPPP shall be documented with dates and approved by the Engineer/Contractor/Owner and shall be signed and dated by at least two of the three mentioned. 1.4 Soils, Slopes, Vegetation, and Current Drainage Patterns Soil type(s); The soil types are mapped out using Web Soil Survey which is attached. A list of soils can be found in this attachment. Slopes (describe current slopes and note any changes due to grading or fill activities): Currently there are shallow slopes along the rolling hills to marshy areas along the edges of Star Lake. The building and parking lot sites are to, befilled to grade as well as privacy berms will be built up between the parking lots to provide visual shielding from the lake. All impervious areas from the site will have drainage provided to direct stormwater runoff through stormwater ponds designed to treat the 1” rain event over all impervious surfaces created. The intent at this point is to install lagoons with Rapid Infiltration Basins (RIB’s) to treat the sanitary sewer flows from the site. The lagoons will- be installed located west of Otter Tail County 41 north of the uimamed lake with the‘RIB’s located east of 41 across from the lagoons. This treatment method is yet to be verified via a hydrogeological; study of the groundwater. If the study confirms this treatment method is able to be constructed, the lagoons will be constructed with the intent of moving the dirt and balancing this portion of the site. Vegetation: The existing vegetation consists of native tall grasses, deciduous trees, and an assortment of wetland species with the vast majority of the property being currently used for row crop farming and void of vegetation. ' 4 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 1.5 Construction Site Estimates The following are estimates of the construction site. Total area of Fee and Tribal Trust Land: Construction site area to be disturbed: Percentage impervious area before construction: Post Construction Impervious Area: 226.83 Acres 95.70 Acres 1.53 Acres 17.95 Acres 1.6 Receiving Waters Description of receiving waters: Star Lake and Lake 56-487 A 1 mile radius around the project limits is shown in the appendix. According to the MPCA, Star L^e is listed as an impaired water for mercury only, but no construction requirements are required due to this impairment so for construction and SWPPP purposes, there are no special or impaired water bodies within this radius. Description of storm sewer systems: The storm sewer will be a new system created solely for this project and discharging to stormwater treatment ponds before the water is released to Star Lake. Description of impaired waters or waters subject to TMDLs: Star Lake is classified by the MPCA as an “impaired lake without additional construction requirements” due touts mercury levels while Lake 56-487 is not listed as impaired. In a conversation with Nick Nistler from the MPCA (651-757-2564) on 8/1/16, he said neither Star Lake nor Lake 56-487 would trigger an impaired water to be listed in the stormwater permit. In summary there are no impaired waters or waters subject to TMDLs being discharged to by the site. Other: There are no trout streams, calcareous fens, ORVWS, TMDL waters, or DNR designated infested waters that the project drains to. 1.7 Site Features and Sensitive Areas to be Protected Star Lake, wetlands located on site and the unnamed lake located west of Otter Tail Co. 41 are all to be protected throughout the construction of the project with permanent stormwater BMP’s installed for post construction protection of these waterways. All areas of construction that are disturbed will be seeded with vegetative growth to act as a buffer strip from the waterways mentioned. 5 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 1.8 Potential Sources of Pollution Instructions: - Identify and list all potential sources of sediment, which may reasonably be expected to affect the quality of stormwater discharges from the construction site. - Identify and list all potential sources of pollution, other than sediment, which may reasonably be expected to affect the quality of stormwater discharges from the constmction site. - For more information, see SWPPP Guide, Chapter 3.A. Potential sources of sediment to stormwater runoff: All disturbed areas and stockpiles created have potential to produce sediment runoff. Potential pollutants and sources, other than sediment, to stormwater runoff: Potential sources of pollution outside of sediment to stormwater runoff would be the following: 1. Liquids and greases from construction equipment. 2. Concrete washout from concrete trucks before they leave the site. 3. Solid waste from material packaging. 4. Others to be identified. 1.9 Endangered Species Certification Are endangered or threatened species and critical habitats on or near the project area? □ Yes Describe how this determination was made: A study of the Northern Long Eared Bat was conducted and found not to be present in the project location. A list of townships containing the species is attached in the appendix as “Townships containing northern long eared bat roost trees and/or hibemacula”. xNo Using the U.S. Fish & Wildlife Service’s, Endangered Species website a list of endangered species in each county of Minnesota was obtained. In this list, the Gray wolf was the only species names for Otter Tail County. If yes, describe the species and/or critical habitat: N/A If yes, describe or refer to documentation that determines the likelihood of an impact on identified species and/or habitat and the steps taken to address that impact. (Note, if species are on or near your project site, EPA strongly recommends that the site operator work closely with the appropriate field office of the U.S. Fish and Wildlife Service or National Marine Fisheries Service. For concerns related to state or tribal listing of species, please contact a state or tribal official.) 6 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 1.10 Historic Preservation Are there any historic sites on or near the construction site? □ Yes Describe how this determination was made: The following is a summary of the referenced report in draft form. If the final report varies from the information provided below, this portion of the SWPPP will be amended to reflect the final report. □ No Blondo Consulting performed a Phase I and Phase II Archaeological Reconnaissance Survey completed in August of 2016. As part of this report, a records search was completed at the Minnesota State Historic Preservation Office (SHPO) and Office of the State Archaeologist (OSA) to identify previously recorded and reported archaeological and architectural sites. A one-mile radius was addressed during this search. The background search concluded in the finding of three previously recorded archaeological sites, thirteen previously recorded archaeological sites and one previously recorded structure within the one-mile radius. Out of the seventeen total previously recorded historic properties, two are listed on the National Register of Historic Places. During the background research conducted at the OSA and SHPO, no previously recorded archaeological sites or historic properties were identified within the direct effect Area of Potential Effect (APE). The APE for direct effect is limited to the area where the proposed project will take place and is limited to the area of potential disturbance. From June 1, 2016 through August 4, 2016, a Cultural Resources Survey was completed on site which included a pedestrian survey and extensive shovel testing. Cultural materials were encountered on a hill located near the Star Lake shore on the south edge of the project parcel, as well as a single artifact find on a hill located in the northeast comer of the project parcel. The conclusion of the report contains the following: “Due to the high probability for archaeological remains within the area, Blondo Consulting recommends a monitor be present when ground-disturbing activities take place. Blondo Consulting recommends no additional cultural resource work for the proposed Star Lake Casino site.” “Should buried artifacts, human remains, cultural sites, or ground features be unexpectedly unearthed during ground disturbing activities, all constmction should immediately cease and the resources be examined by a professional archaeologist. Additionally, appropriate authorities, including the pertinent tribal entities and the State Historic Preservation Office and the Office of the State Archaeologist, should be notified.” 7 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 1.11 Applicable Federal, Tribal, State or Local Programs As stated earlier in this SWPPP, with perspective to the Tribal Trust Land, the EPA has jurisdictional permitting authority for the erosion control and stormwater management for the site. With regards to the Fee Landj the MPCA has jurisdictional permitting authority for the erosion control and stormwater management for the site. 1.12 Maps See the three attached plan sheets that are integral to this SWPPP. SECTION 2: EROSION AND SEDIMENT CONTROL BMPS 2.1 Construction Activity • The following will be implemented during the construction phases of this project: ■ Establish and implement the SWPPP Plan o Silt Fence and Waddles o Sediment Collection and Control Basins o Excavation and Embankment of the Casino/Hotel (Soil Correction) o Geo-Pier installation o Granular Embankment o Installation of Pipe Piles o Embankment and grading of non-building/ parking areas, o Building Construction " Construction should start October 3,2016 and be complete by March 1,2018. ■ The following BMP’s will be used: o Waddles o SiltFence o Stabilized Entrances o Concrete Washout Areas o Erosion Control Blankets for slopes o Orange Snow Fence to be installed alongside silt fence that protects any delineated wetlands to provide visual warning to construction workers to not disturb these areas, o Sediment Basins (Secondary) o Stormwater Treatment Basins (Primary) o Temporary Seeding ■ Temporary Seeding and Straw Mulch will be utilized as temporary stabilization throughout the construction process. ■ All BMP's are to be inspected on a weekly basis and within 24 hours of a %” rain event. Inspection logs shall be filled out for each inspection and retained on site for review. 8 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 2.2 Stabilize Soils BMP Description: Interim Seeding with Native Vegetation with mulch ^ TemporaryI I Permanent Within 7 days of disturbanceInstallation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection:_____ Jerry MongerResponsible Staff: BMP Description: Final Stabilization Seeding I I TemporaryIXI Permanent During final stabilizationInstallation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection:_____ Jerry MongerResponsible Staff: 2.3 Protect Slopes BMP Description: Erosion Control Blanket Install prior to construction activity for protection of existing slopes and within 7 days of construction activity for constructed slopes. An example would be pond slopes.________________ Installation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection:_____ Jerry MongerResponsible Staff: 2.4 Protect Storm Drain Inlets BMP Description: Inlet Protection Device Install prior to construction activityInstallation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection: Jerry MongerResponsible Staff: BMP Description: Rock Logs Install prior to construction activityInstallation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection: Responsible Staff:Jerry Monger 9 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 2.5 Establish Perimeter Controls and Sediment Barriers BMP Description: Silt Fence Installation Schedule:Install prior to construction activity Maintenance and Inspection: Included in Inspection Report. Maintenanee as needed. Responsible Staff:Jerry Monger BMP Description: Orange Snow Fence Install prior to eonstruction activity surrounding all wetlands on site. Installation Schedule: Included in Inspeetion Report. Maintenance as needed.Maintenance and Inspection: Responsible Staff:Jerry Monger BMP Description: Bio Rolls Installation Schedule:Install prior to eonstruction activity Included in Inspection Report. Maintenance as needed.Maintenance and Inspection: Responsible Staff:Jerry Monger 2.6 Retain Sediment On-Site BMP Description: Permanent Storm Water Sediment Basin Install prior to construction activityInstallation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection:_____ Responsible Staff:Jerry Monger /BMP Description: Temporary Storm Water Sediment Basin Install prior to construetion activityInstallation Schedule: Included in Inspection Report. Maintenanee as needed.Maintenance and Inspection:_____ Responsible Staff:Jerry Monger r" 10 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 2.7 Establish Stabilized Construction Exits BMP Description: Rock Construction Entrance IXI TemporaryI I Permanent Install prior to construction activityInstallation Schedule: Included in Inspection Report. Maintenanee as needed.Maintenance and Inspection: Jerry MongerResponsible Staff: 2.8 Additional BMPs BMP Description'. Concrete Washout Area Install prior to any concrete being poured on siteInstallation Schedule: Included in Inspeetion Report. Maintenance as needed.Maintenance and Inspection: Responsible Staff :Jerry Monger SECTION 3: GOOD HOUSEKEEPING BMPS 3.1 Material Handling and Waste Management BMP Description: Trash Disposal Dumpsters Installed once Parking and Lay Down Area constructedInstallation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection: Jerry MongerResponsible Staff: 3.2 Establish Proper Buiiding Material Staging Areas BMP Description: Construction Staging Area Constructed at start of projectInstallation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection:_____ Responsible Staff:Jerry Monger II Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 3.3 Designate Washout Areas BMP Description: Concrete Washout Area Install prior to construction activityInstallation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection: Responsible Staff:Jerry Monger 3.4 Establish Proper Equipment/Vehicle Fueling and Maintenance Practices BMP Description: Spill Kits Kits will be available on site from start to finish of projectInstallation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection:_____ Jerry MongerResponsible Staff: 3.5 Control Equipment/Vehicle Washing No equipment or vehicle washing is intended to be conducted on site. 3.6 Spill Prevention and Control Plan See section 3.4 above for spill kits. 3.7 Any Additional BMPs Additional BMP’s will be added to the SWPPP during construction based on the activity and potential pollutants involved with construction. SWPPP to be amended at each time a BMP has been added or modified. 12 i Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 3.8 Allowable Non-Stormwater Discharge Management List allowable non-stormwater discharges and the measures used to eliminate or reduce them and to prevent them from becoming contaminated: BMP Description: Potable Water including uncontaminated water line flushing All water used for flushing to be discharged to a sedimentation basin or in to a wooded area on site. Installation Schedule: Note flushing activity in inspection logs.Maintenance and Inspection:_____ Jerry MongerResponsible Staff: BMP Description: Water used to control dust All water utilized to control dust shall be applied at a rate so as to not incur flowable runoff. Installation Schedule: Note water application in inspection logsMaintenance and Inspection: Responsible Staff:Jerry Monger BMP Description: Non-contaminated dewatering All water from dewatering shall be pumped to the temporary sedimentation basin. Temporary sedimentation basin shall have a skimmer pipe to pump water to permanent stormwater retention basin>^and from there, water will be pumped in to existing wooded areas on site. Installation Schedule: Note dewatering activities in inspection logsMaintenance and Inspection:_____ Responsible Staff:Jerry Monger 13 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 SECTION 4: SELECTING POST-CONSTRUCTION BMPs BMP Description: Slope Protection Blanket & Seeding Installation Schedule:Installed during final stabilization Maintenance and Inspection:_____ Included in Inspection Report. Maintenance as needed. Responsible Staff:Jerry Monger BMP Description: Permanent Storm Water Sediment Basin Constructed in conjunction with temporary storm water pondsInstallation Schedule: Storm water sediment basins to be checked periodically to determine if sediments are building up, reducing dead storage of the pond. If sediment has accrued, it shall be excavated and disposed of according to current laws. Maintenance and Inspection: Responsible Staff:Jerry Monger BMP Description: Riprap Constructed as shown on the project plans within 7 days of installation of drainage way. Installation Schedule: Included in Inspection Report. Maintenance as needed.Maintenance and Inspection: Responsible Staff:Jerry Monger i 14 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 SECTION 5: INSPECTIONS I- 5.1 Inspections 1. Inspection Personnel: Jerry Monger - eompleted the Erosion Control Site Management Course through the Minnesota Utility Contractors Association (MUCA). 2. Inspection Schedule and Procedures: Inspections of all BMPs will take place within 24 hours after a rainfall of greater than .25” and every week. Problems will be noted on the inspection form and addressed within one week of discovery. Jerry Monger is responsible for making these corrections. Appendix E contains a sample of an inspection report to be used for logging erosion control BMP inspections. 5.2 Delegation of A uthority Attached in Appendix K is a Delegation of Authority Form to be signed by the Contractor in responsible charge for the site, designating the Duly Authorized Representative(s) or Position(s) of the personnel who are authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. 5.3 Corrective Action Log A Corrective Action Log is attached in Appendix F 15 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 SECTION 6: RECORDKEEPING AND TRAINING 6.1 Recordkeeping The following is a list of records to be retained for a rhinimum period of at least 3 years after the permit is terminated.i. Date(s) when major grading activities occur Date(s) when construction activities temporarily or permanently cease on a portion of the } site Date(s) when an area is either temporarily or permanently stabilized The MPCA Permit Coverage Card from the MPCA for the Fee Land The signed and certified NOI form from the EPA for the Trust Land Inspection Reports Records relating to endangered species and historic preservation I 6.2 Log of Changes to the'-SWPPP Appendix G contains a SWPPP Amendment Log. This is to be utilized to track any changes and updates to the SWPPP. Include additions of new BMPs, replacement of failed BMPs, significant changes in the activities or their timing on the project, changes in personnel, changes in inspection and maintenance procedures, updates to site maps, and so on 6.3 Training Individual(s) Responsible for Training: Jerry Monger will be responsible for training staff and subcontractors on the site. He completed the Erosion Control Site Management Course through the Minnesota Utility Contractors Association (MUCA). His certification is valid through March of 2019. 16 y '■r' Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site-August, 2016 SECTION 7: FINAL STABILIZATION All disturbed areas are to be restored and permanently stabilized. Final stabilization in considered achieved when the following guidelines are met: Uniform perennial vegetative cover, > 70% expected growth Permanent treatment is constructed and m^eets requirements All sediment cleaned from temporary or permanent basins All sediment and other debris that has collected in the storm sewer system is removed All temporary BMPs are removed Contractor shall document all areas that are pemianently stabilized. Upon final stabilization of portions of the site, plans are to be updated indicating these areas that have achieved final stabilization. The contractor shall submit the Notice of Termination (N.O.T.) to the owner after final stabilization and final maintenance of all permanent erosion and sediment control devices. This documentation will signal completion of the project. After project completion, the owner shall be responsible for the long term maintenance and operation of the permanent stormwater system. SECTION 8: CERTIFICATION AND NOTIFICATION I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. l am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name:Title: Signature:Date: 17 f- Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 SWPPP APPENDICES Appendix A - General Location Map Appendix B - Site Maps Appendix C - Construction General Permit Appendix D - NOI and Acknowledgement Letter from EPA/State Appendix E - Inspection Reports Appendix F- Corrective Action Log (or in Part 5.3) Appendix G - SWPPP Amendment Log (or in Part 6.2) Appendix H - Subcontractor Certifications/Agreements Appendix I - Grading and Stabilization Activities Log (or in Part 6.1) Appendix J - Training Log Appendix K - Delegation of Authority Appendix L - Additional Information (i.e., Endangered Species and Historic Preservation Documentation) ,j 18 Stormwater Pollution Prevention Plan (SWPPP) . Shooting Star Casino - Star Lake Site - August, 2016 Appendix F - Corrective Action Log Project Name; SWPPP Contact: Description of BMP Deficiency Corrective Action Needed (including planned date/responsible person) Inspection Date Inspector Name(s) Date Action Taken/Responsible person______■ EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 Appendix G - SWPPP Amendment Log Project Name; SWPPP Contact: Description of the Amendment Amendment Prepared by [Name(s) and Title] Date of AmendmentAmendment No. EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 Appendix H - Subcontractor Certifications/Agreements SUBCONTRACTOR CERTIFICATION STORMWATER POLLUTION PREVENTION PLAN Project Number; Project Title: Operator(s): As a subcontractor, you are required to comply with the Stormwater Pollution Prevention Plan (SWPPP) for any work that you perform, on-site. Any person or group who violates any condition of the SWPPP may be subject to substantial penalties or loss of contract. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP. A copy of the SWPPP is available for your review at the office trailer. Each subcontractor engaged in activities at the construction site that could impact stormwater must be identified and sign the following certification statement: I certify under the penalty of law that I have read and understand the terms and conditions of the SWPPP for the above designated project and agree to follow the BMPs and practices described in the SWPPP. This certification is hereby signed in reference to the above named project: Company: Address: Telephone Number: Type of construction service to be provided: Signature: Title: Date; EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 Appendix 1 - Grading and Stabilization Activities Log Project Name: SWPPP Contact: Description of Grading ActivityDate Grading Activity initiated Date Grading Activity Ceased (indicate Temporary or Permanent) Date When Stabiiization Measures are initiated Description of Stabiiization Measure and Location EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 Appendix J - SWPPP Training Log Stormwater Pollution Prevention Training Log Project Name: Project Location: Instructor’s Name(s): Instructor’s Title(s): Date:Course Location: Course Length (hours): Stormwater Training Topic: (check as appropriate) □ Emergency Procedures□ Erosion Control BMPs □ Good Housekeeping BMPs□ Sediment Control BMPs □ Non-Stormwater BMPs Specific Training Objective:, Attendee Roster: (attach additional pages as necessary) CompanyName of AttendeeNo. 1 2 3 4 5 6 7 8 9 10 I, EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 Appendix K - Delegation of Authority Form Delegation of Authority 1,(name), hereby designate the person or speeifically described position below to be a duly authorized representative for the purpose of overseeing compliance with environmental requirements, including the Construetion General Permit, at the construction site. The designee is authorized to sign any reports, stormwater pollution prevention plans and all other documents required by the permit. (name of person or position) (company) (address) (city, state, zip) (phone) By signing this authorization, I confirm that I meet the requirements to make such a designation (Reference State Permit), and that the designee above meets the definition of a “duly authorized representative” as set forth in (Reference State Permit). as set forth in I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in aecordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and eomplete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name: Company: Title: Signature: Date: EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 Appendix L - General SWPPP Notes for Construction Activity The Contractor is responsible to comply with all aspects ofhhe NPDES Construction Stormwater permit at all times until the permits have been terminated properly through the MPCA (Fee Land) and the EPA (Trust Land). The Contractor will develop a chain of command with all operations on the site to ensure, that the SWPPP will be implemented and stay in effect until the construction project is complete, the entire site has undergone final stabilization, and the stormwater permits have been terminated by the MPCA and EPA. 1. The Contractor will prepare a written, not oral, weekly schedule of proposed erosion ■ control activities. 2. The Contractor will prepare and submit a site plan for approval for any concrete management, work in environmentally sensitive areas, any work that will require dewatering, the staging of inlet protection devices over the life of the contract and as ■ requested by the Owner or Engineer. Any submittals that modifies the existing SWPPP shall be in writing and a minimum of 7 days prior to commencement of construction activities in the areas affected. ' 3. 4. The Contractor will comply with the requirements regarding pollution prevention management during construction, which will include, but are not limited to: 4.1. Concrete washout areas for use by all contractors on site. Locations of washout areas must be identified by signage and utilize a leak-proof containment facility or impermeable liner that prevents runoff on to adjacent soils. An engineered collection system can also be used if it is approved by the Owner/Engineer. Washout material must be removed, area backfilled, seeded and mulched upon completion of the project. 4.2. Waste receptacles with covers are required on site for any solid waste generated during the construction process. These receptacles must be emptied periodically and the trash must be disposed of properly off site. 4.3. Secondary Containment: 4.3.1. Hazardous materials will be limited to gasoline, diesel, fuel and niotor oil. The Contractor must make the necessary arrangements to store these hazardous materials in a manner that is compliant with,the MPCA and EPA regulations. Spills must be reported to the MPCA Duty Officer at 800-422-0798. 4.3.2. Chemicals must be kept in a secure storage area when not in use. Chemieal storage containers must have secondary containment when being used or stored on the project site. Chemieal spills of any kind (oil, fuel, fertilizer, etc.) must be cleaned up and removed from the site immediately. The Contractor must have a Chemical Spill Kit on site at all times. 4.3.3. No engine degreasing allowed on site; 4.3.4. External washing of trucks and other construction vehicles will not be allowed on the project site. 4.3.5. Portable restroom facilities that are anehored to prevent tipping to be provided. These facilities will require periodic cleaning and proper disposal of waste. EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star'Casino - Star Lake Site - August, 2016 The Contractor is responsible for creating and following a written disposal plan for all waste materials. The plan will include how the material will be disposed of and the location of the disposal site shall be off site following all local, state and federal laws governing waste disposal. 5. Burning of any material is not allowed on site.6. The erosion prevention and sediment control BMPs shall be placed as necessary to minimize erosion from disturbed surfaces and to capture sediment on site. All erosion control measures shall be in place prior to commencement of any removal work and/or ground disturbing activities commencing and shall be maintained until the potential for erosion has been eliminated. 7. Sediment control devices must be stablished on all down gradient perimeters before any up gradient land disturbing activities begin. Sediment control devices include, but are not limited to: 8.1. Perimeter control shall be located on the contour to capture overland, low-velocity sheet flows down gradient of all exposed soils and prior to discharging to surface waters with the BMP j-hooked at a maximum of 100 foot intervals and shall contain no more than Va acre of drainage area. 8.2. Ditch checks will be placed as indicated on the plans before construction begins and during all phases of construction. 8.2.1. Temporary ditch checks will consist of using rock ditch checks, biologs/wattle and rock/weepers in front of culvert inverts. 8.2.2. Filter logs will be placed during .permanent turf establishment at the intervals identified in the plan. 8.3. Sediment damage from stockpiles will be minimized by placing a row of silt fence a minimum of 5 feet from the tow. If there is not adequate project area to place the silt fence more than 5 feet from the toe of the slope, the contractor may submit an alternative for approval by the Owner/Engineer. 8. Storm sewer inlets will be protected at all times with the appropriate inlet protection prior to construction and for each specific phase of construction. Inlet protection devices may need to.be placed multiple times in the same location over the life of the contract. All storm sewer inlet protection devices will be kept in good functional condition at all times. If the Owner/Engineer deems an inlet protection device to be nonfunctional, in poor condition, ineffective or not appropriate for the current construction activities it will be replaced with a suitable alternative at no cost to the Owner. Failure to perform will result in a deduct of the cost of the inlet protection and cost of jetting the storm sewer. 9. 10. The Contractor will place construction exits, as necessary, to prevent tracking of sediment on to paved surfaces and in compliance with part IV of the NPDES permit. Construction exits will be sufficiently sized and maintained to prevent track out. Type 5 mulch (slash mulch) or an approved equal will be allowed for construction exits in lieu of erushed rock. EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 11. The Contractor must use methods and operational procedures that prevent discharge or placement of bituminous grindings, cuttings, millings and other bituminous wastes from areas of existing or future vegetated soils and all water conveyance systems including inlets. 12. The Contractor must use methods and operational procedures that prevent concrete dust, particles, saw cut slurry, planning waste and other concrete wastes from leaving the site, depositing in existing or future vegetated areas, or entering stormwater conveyance systems, including inlets, curb flow lines and culverts. Ditches and exposed soils must be kept in an even rough graded condition in order to be able to apply erosion control mulches and blankets. 13. 14. All exposed soil areas must be temporarily or permanently stabilized no more than 14 days after construction activity on that portion of the site that has temporarily or permanently ceased. In many instances, this will require stabilization to occur more than once during rough grading rapid stabilization methods or will be used to provide temporary cover ■ as appropriate, in these areas. 15. The normal wetted perimeter of any temporary or permanent drainage ditch that drains water from the construction site or diverts water around the construction site must be stabilized within 200 lineal feet from the property edge or point of discharge to any surface water. Stabilization must occur within 24 hours of connection to a surface water, existing gutter, storm sewer inlet, drainage ditch or other stormwater conveyance system according to MNDOT specification 1717.2A. Rapid stabilization method 4 will be used to stabilize these areas. The remainder of the ditch must be stabilized within 14 days of connecting to the surface water. Permanent erosion control blanket or rapid stabilization method 4 will be used to stabilize these areas. Disc anchored mulch and hydraulic soil stabilizers are not allowed to be used for permmient ditch stabilization. 16. Outlets into surface waters shall be stabilized with energy dissipation within 24 hours of being constructed. 17. All exposed soil areas will be stabilized prior to the onset of winter. Any work still being performed will be snow mulched, seeded or blanketed within the time frames in the NPDES permit. 18. All topsoil berms shall be stabilized as follows: 18.1. Between April 1 and July 20, seed with mixture 22-111 18.2. Between July 20 and October 20, seed with seed mixture 22-111 and top with rapid stabilization 2 19. The Contractor shall comply with the following inspection and maintenance requirements; EPA SWPPP Template, Version 1.1, September 17,2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 19.1. Silt fence must be repaired, replaced or supplemented when it becomes nonfunctional or sediment reaches 1/3 the height of the silt fence. Repairs must be made within 24 hours of discovery. 19.2. Inlet protection devices should be repaired when they become nonfunctional or sediment reaches 1/3 the height and/or depth of the device. 19.3. Temporary and permanent sediment basins must be drained and the sediment removed when the depth of the sediment collected in the basin reaches Vi the storage volume within 72 hours of discovery or as soon as field conditions allow. 19.4. Tracked sediment must be removed within 24 hours of discovery of tracking on to paved surfaces. 19.5. All other nonfunctional BMPs must be repaired, replaced or supplemented within 24 hours of discovery. 19.6. Contractor is responsible for maintaining all BMPs until work has been completed, site has undergone final stabilization and the NPDES permits have been terminated by the MPCA and EPA. If sediment deposits in a water of the State or Nation, the material must be removed within 7 days of discovery. 20. Pavement surfaces shall be swept within 24 hours of discovery of sediment or tracking on to pavement that drains to curb, inlets, ditches or ponds. Pavement shall be lightly wetted prior to sweeping. 21. Temporary dewatering activities may be required for construction. Therefore it is possible that a permit for temporary appropriation of waters of the state, non-irrigation from the MN DNR will be required for this project., The contractor will be responsible for obtaining this permit if necessary. All temporary dewatering shall be discharged to an approved location for treatment prior to discharge to the receiving water. The Contractor is required to submit site plans to the Owner/Engineer for approval prior to commencing work if activities vary from what is shown in the SWPPP plan sheets. 22. Site drainage activities for turbid or sediment laden water will be discharged to temporary sediment basins whenever possible. In the event that it is not possible to discharge the sediment laden water to a temporary sediment basin, the water must be treated so that it does not cause a nuisance condition in the receiving waters. 23. It is the designer’s intent that the Contractor build ponds and install erosion control BMPs before putting them into active service to the maximum extent practicable. 24. The Contractor may not drive any equipment on finished pond bottoms or pond comers. If disturbed, pond bottom and pond comers must be restored to pre-existing conditions within 24 hours. Any mts or damaged turf that could create sediment discharge to the pond bottoms must be repaired within 24 hours. 25. Filter logs shall be placed, as needed, to trap sediment on the lower edge of beds or tree holes. Filter logs will be left to photo degrade. 26. EPA SWPPP Template, Version 1.1, September 17, 2007 Stormwater Pollution Prevention Plan (SWPPP) Shooting Star Casino - Star Lake Site - August, 2016 Tilling for beds or tree holes must be planed and mulched with woodchips within 7 days or straw mulched until planting operations can be completed. 27. Any pond comers opened due to tilling for shrub beds or tree holes must be planted and mulched with woodchips within 24 hours or straw mulched until planting operations can be completed. 28. 29. Hydromulch to be used for boulevard final stabilization. Surface waters, including drainage ditches and conveyance systems, must be inspected for evidence of sediment being deposited by erosion. The Contractor must remove all deltas and sediment deposited in surface waters, including drainage ways, catch basins and other drainage systems and re-stabilize the areas whete sediment removal results in exposed soil. The removal and stabilization must take place within 7 days of discovery unless precluded by legal, regulatory or physical access constraints. The Contractor is responsible for contacting all local, regional, state and federal authorities and receiving any applicable permits prior to conducting any work. 30. Slopes are to be left rough, not smooth, until permanent stabilization is implemented.31. Topsoil and erosion control are to be placed within 14 days of completion of embankment.32. When the project cross any agricultural fields, work platforms will be required to reduce compaction of soils. 33. EPA SWPPP Template, Version 1.1, September 17, 2007 I •*1^ CUNINGHAM CROUP ‘ ... moore engin««rtng, ific p.“- ,-A ^ IIi E!<y s 'S'- -iErE"'-' PRELIMIN/Un NOT FOR CONSTRUCTION !V" , -<ar ......I^i^.| —... Shoot^ Star Casino* Star Lake . VN EROSION CONTROLPLAN moJEcrm* ttrr»M C-102 k i h i t k s Entitlement Planting ScheduleN. Common V I Generic |/•o' 1__Name j Installed Size j Type _ | CommerrtsType Mark Count Boit»itcal NameWETLAND\73 lAcer sacc^aaim 'Bailsta'jSugar ' ^2"BB I Maple i tpaper Birch 1#10 I DeciduousAC I iTree fetula p^yrifera Varen’32 I Deciduous Tree CUNINGHAM GROUPi4tBlack Hill ilO’BB108' ^I Picea glauca densata Coniferous jSpruce Treei {Douglas Fir |6' BB80Pseudotsuga menziesii Coniferous TreeI -jouercus ellipsoidalis 2" BB Deciduous71I Northern Cuningtun) 6nwp ArcMtettin, Inc.Pin Oak Treejrilia americana 'Boulevard' j American #10 I Linden SL Antony Main 201 Main St Se Sui1e325 Minneapolis, MN 55414 54 Deciduous Tree Tel: 612 379 3400 Fax; 612 379 4400 www,cuiingliam.com Consultant Revisiom No __Oito PROPERTY LINE PRELIMIN^Y j NOT FOR I CONSTRUCTION | / //I 5 Document Phase:Date; PIC/AIC;THoskens DratwiBy: Checked By; Comm. Na: Autor Ctodter STAR LAKE RECEIVED Project Title STAR LAKEWETLANDI /\AUG 2 <i 2016 __/ LAND A RESOURCE HIGH WATER LINE An(OHWL) FIRE ACCESS ROAD Sheet Title Landscape PlanI'll LANDSCAPEISCREENINGE Iu.’TRUST LAND CATTAILS5Ss' I a Sheet Number r *■ L100©*Overa» Site Layout-80ii*=8(r-(r Cental © 9t<b|Cu»e«aaeMlHan,tc. tei^fcR—<1 'V Property Owners: Whke Earth Nation Property Address: 37526 County Road 41, Dent, MN 56528 Property Owners Mailing Address; PO Box 418, White Earth Minnesota 56591 Lake Number: 56-0385-00 Lake Number: 56-0487-00 Lake Name; Star Lake Lake Name: Unnamed Lake Lake Class: General Oevelr^ent Lake Lake Class: Natural Enviroment Lake Section;15&10 Township: 135 Range:41 Township: Star Lake Townsh^ CUNINGH AIM GROUP1509000,56000150106000 and 56000150108001 37526 County Road 41, E)ent, MN 56528 Parcel Numbers; 56000150109003, E-911 Address:o Legal Desicription: That part of Section 15, Township 135 North, Range 41 W^t and that part of Lot's 10 and 11, Section 10 Tovmship 135 Nortti, Range41 West Otter Tail Courvty, MN Conditional Use Permit Site Rai informatiwi_________________________________ 380TH STREET Cuningham Group Architectwe, Inc.e i2‘ = i‘-e‘SL Anthony Uaf) ^IMainStSE Suite 325 Minnrapolis, MN SANITARY SEWER TREATMENT FACILITY S5414 Tel: 612 379 3400 Fax: 612 3794400 PARCEL INFORMATION (Informa^on collected from Otter Tail Coimty Property Tax Record^1,000'1 SHORELAND DISTRICT Parcel Number 56(K)01^109003 Acres: 10.06 Legal Discription: Sect-15 Twp-135 Range-041 PT GL1,2 & 3 COM NW COR SEC 15. S 89 DEG E 868.90', S 2381.57', THENCE ON CURVE SLY 229.91' TO PT BG, CONT SLY ON CURVE 646.24', S 89 DEG E 943.54', N 574.39', N 89 DEG W 649.85' TO BG Parcel Number 56000150109000 Acres; 131.33 Lake Frontage: 1,300 Feet (Star Lake) Legal Discription; Sect-15 Twp-135 Range-041 NW1/4 NE1/4, W1/2 SW1/4 NE1/4, NE1/4 NW1/4, SE1/4NW1/4 EX TRS GLS 1,2 & 3 EX TRSI Parcel Number 56000150106000 Acres: 15.12 Legal Discription: Sect-15 Twp-135 Range-041 PT GL 1 & 3 & PT SE1/4 NW1/4 COM NW COR SEC 15 S 88? E 858.83', S 2210.48' TO PT BG, S 84? E 701.57', N 17? E. 276.91', N 87? E 345.58', S 2? E 125.51', S 77? E 101.80', N 13? E 136.70', S 85? E GROUNDS BLDG D Parcel Number 56000150108001 Acres: 18.35 Legal Discription: Sect-15 Twp-135 Range-041 NW1/4 NW1/4 EX TRS 0Conditional Use Permit Site Plan - Parcel Informationi2‘=v-cr Consultant 1,000' SHORELAND DISTRICT DESIGNATED WETLAND UNNAMED EXISTING TREES TO REMAIN Revisions LAKE INFORMATIONLAKE No. Me Description Lake Name; Star Lake L^e Number: 56-0385-00 Lake Class; General Development Lake OHWL: 1329.5 FT (Datum: NGVD 29 FT) Highest KWL: 1331.2 FT 56-0487-00 WETLAND NATIVE PLANTING PROPERTY LINE J!f\\Lake Name: Unnamed Lake Lake Number: 56-0487-00 Lake Class: Natural Enviroment Lake 1332.2 FT (1988 Datum) RECLAMATION OHWL: 0 Condition^ Use Permit Site Plan - Lake InformationHIGH WATER LINE (OHWL)i2‘=i'-(r PRELIMINARY NOT FOR CONSTRUCTION STAR LAKE August 23,2016 CUPDocument Phase: Date:Aug 23,2016 THoskens ELagerquist PIC/AK: Drawn^ Checked By: Comm. Na:1&0573 Project Trtie SHOOTING STAR CASINO-STAR LAKE STAR LAKE HALF SIZE PLOT400200 HIGH WATER LINE (OHWL)r PPROPERTY LINESite Plan ■ Conditional Use Permit Overall - 200I Sheet TitleIr=2ocr-(r Over All Site Plan I' I!UNNAMED4ILAKE156-0487-00is'o.I CO Sheet Number TRUST >«-—STAR LAKEu ZP-100RECEIVED AU6 2 ^ 2016 LAND&RESOURCE LAND .E -Eg_,__gog_^oo >I 0ViciwtyMapSite Plan - Conditional Use Permit Overall PracelsI 1:11:6000s PROPERTY Resort and Casino Building Information LINE 180 guest rooms Indoor and outdoor pools Event Center for 400 Restaurants Buffet Quick Serve Dining Bar and RestaurantSANITARYGift Shop Children's Ray ^)ace 850 Games RV Park for 25 Well, Water Treatment and Water Tower Sanitary Sewer Waste Treatment CUNINGHAM GROUPSEWER TREATMENT FACILITY Parking for 969 Automobiles 10 Buses Ctminghan Grot^i Archilectm, inc. St Anthony Mam 201 Main St SE Suite 325eResort and Casino Building Information Minneapolis, MNi2*=i'-(r 55414 Tel: 6123793400 Fax: 612 379 4400 www.curingham.com VI ■p fsr. 1,000' SHORELAND DISTRICT Ci '5=- I Consultant UNNAMED LAKE 56-0487-00 DESIGNATED WETLAND RevisionssiWETLANDNo DescriptionDate HIGH WATER LINE (OHWL) EXISTING TREES TO REMAIN PROPERTY LINE PRELIMINARY NOT FOR CONSTRUCTION DESIGNATED WETLAND August 23,2016 SCREENING FENCE FOR MECHANICAL UNITS NATIVE PLANTING CUPDocument Phase:Date:Aug 23,2016 THoskensPIC/AIC: Drawn^ Checked By: ELagerqust 15^)573Comm. No.: Project Title SHOOTING STAR CASINO-STAR LAKE HALF SIZE PLOT HIGH WATER LINE (OHWL) FIRE ACCESS ROAD 1 Sheet Trtle Project Area Site PlanI'i CATTAILS%iII CI LAKE Sheet Number ZP-101I c<n>v>© iS f STAR LAKE oI I 380TH STREETI CUNINGHAM GROUP380TH STREETI IPROPERTY LINE PROPERTY LINE1,000' Cuningham Group AnMtecture, Wic.SHORELAND 1,000'DISTRICT SL Anthony Main 201 Main St SE SiHte325 Mirm^polis, MNSHORELAND DISTRICT PropeityArea'1'S&414 COUNTY HWY41 RIGHT OF Tel: 612 379 3400 Fax 612 379 4400 www.cui^hani.coni PropertyA WAY ^1 r 11,000' SHORELAND DISTRICT PROPERTY LINE t11L__J UNNAMED LAKE PROPERTY LINE56-0487-00 Property Area "2* HIGH WATER LINE (OHWL) CATTAILS LAKE ConsuKant Site Plan • PROPERTY AREA AND COUNTY HIWAY RIGHT OF WAYr=400'-0‘ MANAGEhEMT 56-0487-00 AREA'A* RevisKMis No Date Description STAR LAKE o SHORELAND MANAGEMENTAREA*B*380TH STREETI i_____ PROPERTY LINE HIGH WATER PRELIMINARY NOT FOR CONSTRUCTIONLINE (OHWL)1,000' SHORELAND DISTRICT . . I August 23,2016 CAHAILS Document Phase;CUP ±Date;Aug 23,2016LAKEPIC/AIC: Drawn By; Checked^. Comm. No.; THoskens ELagenjuial 100' SIZ 1,000'SHORELAND DISTRICT 1M573ZONEPrajectride SHOOTING STAR CASINO-STAR LAKEUNNAMEDPROPERTY LINE LAKE 56-0487-00 Site Plan ■ SHORE LAND MANGEMEMT DISTRICT BOUNDRIES r = 200-0’ HALF SIZE PLOT HIGH WATER LINE (OHWL) 1 I Sheet Title Referance Site PlansSHORELAND IMPACT ZONE i,STAR LAKE 50'from OHWL 100% Open Space 100% Natural or Existing State 1 50’ SIZ ZONE!' i UNNAMED LAKE 100' from OHWL 100% Open Space 100% Natural or Existing State I Sheet Number50' SIZ ZP-102ZONE eSite Plan-SHORE IMPACT ZONE Shore Impact ZoneI1’ = 4DtrH)’ir=r-(r s STAR LAKE CUNINGHAM GROUPO 380TH STREET Cuningham Group ArtiiitectiPe, Inc. St Anthony Main 201 Main St SE Suite 325 Minneapois, MN55414PROPERTY LINE Td: 612 379 3400 Fax: 612 379 4400 www.cuninghani.com SHORELAND TIER DEVELOPMENT IMPERVIOUS AREA STAR LAKE Property east of County Road 41 Teir 1 - Distance from OHWL 200' Tetr 1 - FEE Land Property east of County Road 411,000'315.122.51 sfSHORELAND Combined Parking, Sidewalks,Roadways 547,132 square fe^ Tek2-Distancefrom OHWL26r Teir2-547,841.07 sfDISTRICTTek 3 - Distance from OHWL 267' Teir 3 - 615,915.82 sfr Buildabie area 2,707,264 square feetiTeir 4-577,772.52 sfTeir 4 - Distance from OHWL 266'1L__ Subtotal-2,056,561.92 sf Percentage of ImperviousTotal Area Shor^and 20% SHORELAND TIER DEVELOPMENT OPEN SPACE AREA UNNAMED LAKE Property east of County Road 41 Teir 1 - Distance from OHWL 400' Teir 1 - FEE Land Property east of County Road 41 60,595.39 sf Combined Parking, Sidewalks,Roadv^ys 547,132 square feet Tek 2 - Distance from OHWL 400' Teir 2 -337,452.64 sf Teir 3-Distancefrom OHWL200' Teir 3-248,881.92 sfWETLAND Consultant1,000' SHORELAND Buikiable area 2,707,264 square f^tTeir4-N/ADISTRICT Subtotal -646,929.95 sf Percentage of Open SpaceTotal Area Shoreland 80% COMBUINED SHORELAND DEVELOPMENT AREA Property east of County Road 41WETLAND Star Lake 2,056,561.92 sf Revisions NoUnnamed Lake 646,949.95 sf Date Description Total Area Shoreland total 2,707,263.70 sfPROPERTY LINE UNNAMED LAKE 56-0487-00 PRELIMINARY NOT FOR CONSTRUCTION SHORELAND TIER DEVELOPMENT IMPERVIOUS AREA FEE LandUNNAMED LAKE Property INest of County Road 41 Property west of County Road 41 August 23,2016Teirl - 241,788.42 sfHIGH WATER LINE Teir 1 ■ Distance from OHWL 400'Access Drive 17,607 square fe^(OHWL)Teir 2-372,876.16 sfTeir 2 - Distance from OHWL 400'Document Phase:CUP Teir3-140,077.83 sfTek 3 • Distance from OHWL 200'Buildabie area 754,742.41 square feet Date:Aug 23,2016 THoekensPIC/AIC: Drawn ^ Checked By; Comm. No.; Teir4-N/ACATTAILS ELageiquist Percentage of Impervious 2.4%Total -754,742.41 sfTotal Area Shoreland 1&0573 Proj^Htle OPEN SPACE AREA SHOOTING STAR CASINO-STAR LAKE Property east of County Road 41 Access Drive 17,607 square feet TIER1 Buildabie area 754,742.41 square feet Percentage of Open Space HALF SIZE PLOT97% 1 Sheet Title Tier Developemt and DensityI' eSite Plan - Conditional Use Permit Shore Teirs - 400I Conditional Use Permit Site Pl»i - Teir Informationi*=20(r-(r s' CI Sheet Number S ZP-103Ii CvpV* © BHWCMiVis6rawA(MgaR,Mc. jWD^RnnM) 5o LA jk CUNINGHAM GROUP STAR LAKE o Cwinghani Group ArchHectm, bw. St Anthony Man 201 Main a SE Suite 325 Minneapolis, MN 55414 380TH STREET Tel: 612 379 3400 Fax: 612 379 4400 www.curringham.O)niPROPERTY LINE 1,000' SHORELAND DISTRICT Consuttant 1,000’ SHORELAND DISTRICT WETLAND RevisiMisWETLANDNo Des^ptkmDate PROPERTY LINE UNNAMED LAKE 56-0487-00 PRELIMINARY NOT FOR CONSTRUCTION August 23,2016 CUP Document Phase;IMPACTED AND MITIGATED WETLANDS Aug 23,2016Date: THoskensPIC/AIC: Drawn By: Checked By: Comm. No.: ELagen]i^ 1S0573 Project Tide SHOOTING STAR CASINO-STAR LAKE LAKE HALF SIZE PLOT Sheet Tide Wetland Impacts1 i (2^Site Plan - Conditional Use Permit Vtet Land Irryact - 200 1'i*=20(r-0‘ S 5 Sheet NumberI ZP-104 I © aK»tC»*«wSa«AnMean.ta. (Mn^Rsenat)I I UTILiry PUN - SANITARY SEWER NOTES:GENERAL NOTES:irninv plan - storm sewer notes: Al imfmvemenis witMn the rigtt of and on site shal be constructed tD the MNDOT ^andard Specifications. If ttw lamt iKiufKlafy denoted on fte plans eiKXMTVtasses more than 1 acre, a Notice of hterrt to obtain a Stoim Water (^)lution Control Pem« shd be ac^iired by the Contractor and Owner from the Mnitesota f^)iiution Conhoi Agency 7 days prior to constniction. This notice of inteit stal be prov^^)piicabon. Al uli^ (ftnensions are to property me. center of pipe, center of smxajiB, or back of curb uidess noted. AI ste Anensions are to pn^)efty ine, bad( of curb, edge of wtek, back of wait, and centertine of stiipa udess iwted. Diniensions 8lx)wn on buMings are te ttte outenrnst (ntefor) warn of buiktings. For door arid stoop locations and exact floor plan see structural plans. Any AS1M, ACI, CRSI, MNOOT, etc. standards. desiTi^kxte. specificaliorte, etc. orihe Hte shal reference the current edttions of such. It sitel be the Contractors respoRsibiiy to tevestigate al on-ste corMStlons. such as sheet (trades. utUty locatlorte, typical service me te condteons, ete. Coritractor shal verify wm MechanicaVAFcHtect the final location tete invert of all buHing utilities (Le. sterm sewer, sanitary sewer services, and water tnain services). CMI Corttacter ^ (Aides 5* horn the buikmg. uilsss (Mherwise noted. Contractor shal s(d>iTi shop drawitKte fte approval 4 weeis prior to instalation of the prtxhicL A cornplete 1st of rnaterials and equiprnent showing the types, sizes, catalog number, manrtfactureS nane for each of the foflovdng Items: A. Sewerpipe B. Maihoie RamesfCovers C. Manhole Steps D. Precast Mvibole Sections E. CtimeySeals CotTlractor shal strictly arftere to the latest Braw Mertec Corporation Geotechnical Report Evtdualioa protect ntsnber B1601372.01 for al gradteg. eprcavatlon arid backfi requirements. on west side of btAttg In fiB area, contractor shall fill area up to subipade elevation per Braun Geotechnical Evahiatlon Report and atkiw fli to sft'seltie per report reconmend^ prior to Instaing any (Allties in this area. 1. ST*5 IMess noted spedflcaHy. "storm* pipe mv be HOPE. PP.nc. or RCP aid shal comply (Kffiihdusbystendards. 2. ST-6 AlPVC and PP storm sewer pipe penarations to manholes or 2* X 3* catch bashsshaluiize a rubber boot and stainless steel cianto. 30" beeMve catch basins shal(Aizeasandcola. 3. ST-7 Reinforced concrete stonn sewer p^shal be gask^bi accordance wlhASTMC443. 4. ST-8 Al new stonn manholes and catch basins in grassed areas shal have eidemal manhole dtnnv seal. The chlnney seal shal be those manufactured by Oelax, Suite Products, hfi-ShleldwAh staMess Steel bands by Sealing Systems, Inc. or equal 5. ST-10 Alrnanhotoac^ustinefAsshai have d lings contbuouslygro(ABd(coricreteihgs} or sealed (pla^ or rtfiber lings) between each aid conmuousiy pouted on theoutside (6* wide and 6* below al rings). The area b^ween rings and casting shal be conOnuously grouted 0.6. casting shal be continuously sttopo^ throuj^KN^. FUibber rings shd ite INFRA-RISER MuM-Pupose Ftobber CoAtoostte Adjustment Riser by EJ. or equal 8. ST-12 Frames aid coveiVgrates^ be: A. Regida: B. BeeNve: 1. 6E-1 2. GE-4 >^\\1. SS-8 AlrnardKiiea^JStmeiAssh^ have all rbigscoiriinuously grouted (concrete rtogs) or sealed (plastic or ntoberrtogs) between each and conOmwuslygouted on the outside (6* wkie and 6* below al rings). The area bawem rtogs arid casting shal be corAinuously gro(Aed (Le. casting shal be continuousiy supported throutdioi^. RuU)er tings shal be MFRA-RlSSt Multi-Purpose itobber Cornposite AcKusbnetA Riser by EJ. or equal 2. SS-9 Ml new sanlayinanholesln grassed aeas shal have external matooleiAiimney seal The chimnqr seal shtf be those inanufacturedlyCrstax, Strike Proitocts. bdl-ShieidwIh stainless Steel bands IqrSealng Systems. Inc. or equal 3. SS-10 Sanitay manhole castings aid covers shal have a sold cover wlh8pedaildteiing(Saihary Sewer), ga^ and two closed piddnles and shal be: F. Regula:NBen^R-1733orEJ120SA6S 6. Cleanout NeenmR-1973orEJ158S 4. SS-11 AlsanOaiymatos Shal be sdklwriPVC and comply wlhASTM designation 03034 sm 35. Al piping aid fltihgs Shal be gasketed in complaice With I^TMD3212. 5. SS-12 Tiaca wire shNi be inshied on alsatttay sewer services. CUNINGHAM GROUP3. 6E-5 4. 6E-6 5. GE-7 6. GE-8 Cunintdten Group Arditoclur«,lnc. St Anthony Main 201 Main St SE Suite 325 Minneapois, MN 55414 Neenah R-1733 or EJ1205. Vented Id (open plckholes) and special "storm sewer* lettering. Neenah R-2560^ or EJ1205 with Type 02. 7. GE-9 C. Hlghback Curbs Gutter or MouAabie Curt) (low poinO: Neenah R-3067-VB. D. Hdtoack Curt) & Gutter or Mountdile Curt) (low poin^: Neenah R-3067-0R/DL grate. (At main buUtog entrance are^ E MghbackCifb&Gdter a MounteUe Cub (sloped): F. Trench Drain: UTILITY PLAN - WATER NOTES: F. WaterMainPipe 6. GateValvBS H. Ductilelron 1. WM-1 Top of water main shal be iistaledwlh a milmum depth of 7 Vi tea from final grade to bto of pipe. 2. WM-7 Gale valves and boxes: Neenah R-3067-i aEJ 7030446. Neenah R49964! Type Q gratefcova wlh 8* bottom ouia. Neena)R-1973aEJ1565.G. Cleanoiit Al RCP storm sewa 42* (famaa and brga shal have "POPn* plugs tostated to pipe Ift holes (Le. no conctae plugs}, storm sowa ends shown to be plugged shd utWsB an approved mahod fiat wN prevent sol from entering the astern. A. Gate vaves shal be docile Iron resUent wedge valves to accordance with AWWAC515.AI valves shal be epoxy coated inside and out Al valves shai open when the a>erating stem is nAated counter clockwise. The valve shal be eq(^)ped wtoi a 2* operating nut with the (Section a opening caa to the (»LAI etoeria bats and nuts shal be 304 stainless steel Ai valves shal be wrap^ in 8 mi payethytene plastic to encaps(date the valve. Acceptable maixAact(BBts are: American Fow Contra, Waterous, Mueller aid Clow. Valve boxes shal be two pi^ Tyler 6850 Series with a s^>aiate base adjustable to the depth a cover as shown on the plans phis 6*. Al portions a the vave box below ftoished grade shal be wrapped to 8 ml polyahylene plastic. The vave box Id shal be labeled "water” (toon conpiaion a al work the Gontrachir shal adtost ai valve boxes to finished grade. L Hydrants J. Storm Pipe 7. ST-13 8. ST-14 Ta: 612 3793400 Fax: 612 379 440011. EROSION CONTROL PLAN NOTES:12.1.Mi erosion and sedtoienl coiArol to be as shown on the project Stormwater Pokition Preverdion Plan (SWPPP) Which is a separate sa a docunenls from these pbis.3. WM-12 Hydrants: A. Fire hyaaiAs shal be true compression, traffic model nonjackaeds^ with 51/4* valve opening and suitable for 71/? cover 8'trench. The nxnlrmiTi dmenslon from groundllne to centerteie a pumper toial be 24*. Al buried bols shal be 304 statoiess steel AS fire hydrant extenaon boRs and nuts shal be 304 stainless steel TypfCcdy al hydrants shal have two 2 Vi* national standsd thre»l 7532 hose nozzles and one 4 Vi* national standard thread 40524 punper nozzle but ^ be veiffied by the cuitractor wtto the ovmer before ordering. Al hydr»its shtf have bronze to bronze seattog ^ have a 6* toiet hydr^ shtel be America B-62-b, Waterous WB-67, or ^iproved equa. AS hydrants shal conform to the tellowtog: a. Latest Issue of AVAVASpecfficatlDnC-502, "standard ter fire hydrants'. b. Valve seal and doperating parts, shal be removabie as a stogie unit through the barrel, without digging. c. Main valve shal dose wtoifrie water pressure, leaving no pross(ffe on lower joint and fiaige when shut off. d. Nozzle iteeadsshd be nattond standard or conform wtoi city dandards. ft shd be the coiAractonsresponsto^ to verify staidwdswib owner. e. Stuffing box shal be of convenOonai'o'rtog^.shotdd be fuly accessible and sealed from water, moisture and foreign matter. f. Valve rod or operating nut where same passes ttn)u^paclnig.sho(dd be brass or brass bushed. g. The drain diouki be positively actuated by the valve rod when opentog or dostog. drain should not depend upon ffav^ when opwiing and dosing. h. Shal dow ter instdation of a top extension. 1 Shdbeofthebreak-df^. j. fcAemd adjustments should be fixed and not left up to the operator. k. Contractor shd furnish and touch up the pafeit on al hydrants after tostalladteiLd portions of the hydrant below ftilshed grade shd be wrapped to 8 ml pofyethylene plasfic. 1 Dariey flag or equal shd be tostaOed on each hydrant EXISTING CONDITIONS AND REMOVALS PLAN NOTES:mooreAny existing utilities are shown ter informational purposes only. Al utiBties may not be shown. Contractor to cd *6opher state One Car for locates bdore dggtog (1-800-252-1168). The Contractor shd be responsl)le ter any excavation within the edsting right-of-way and mditatotog the roadway (xd pmnanetri repairs can be made. The Contrurior wU be United to one week for repairs. Traffic corrfrol Ml be requfred if work (fisiupts the normal traffic flow of pedestrians and/or veludes such as lane dos(ns or sidewak closures aid shd teUow MUTCO standards. Unless specificaly noted, afi removed matertats and Kerns not needed to be reused to complete the project shal becotne property of the Contractor for reinoval and dsposte. Contractor to cooninate with owners represerriaOve tor salvaged inateifai as $ub4>ase. Removed gravel may be reused to bdd up/grade gravel parking area. Topsol Shipping shd only be performed in areas where hartf-surfaced areas wiU be placed, where grades need to be modfied to match finish grades as shown on the {Ians, or where underground utlKies wi be kistaled. 1. MN-1 engineering, inc. 2. RE-1 ng Engtnearing • Land Surveying 1808 East Rr Avenue • Fergus FWts, Minnesota www.mooreengineeringlnc.com 3. RE-2 4. RE-3 5. RE-5 6. RE-6 SITE PLAN NOTES: Inst^ Type I aqiansion joiiA wKh no dowels when connecling to bulking. Al staidard sign types, sizes, and colors shal folow 11)6 current edition of the MUTCD. Contractor shal contact Owner to a^irave paint striping tayouts/outlnes in field. Al manholes, gate valves. ctteA) bastes, and curb stops shal be brought to finished grade. Those in pavenrait areas shal be brought to Mslied grade prior to final Ift of asphalt and/or b^ concrete pavement placemeiA. Connect to tedsting concr^ wRh #4 x 1 ? dowels @ 24* spacing and expansion jolt Al manholes and gate valves shal be no lower than a/s'below the final elevation of concrete pavemerU M longitudnal jointe, connect to existing concrete pavement wito #5 X18* bars te 48* spacing or #4 X18* bars at 3(T spacing. M transverse jolnte, coixiect to exisling concrete pavement with 1 • x 18* smooth dowels at 12* spacing. Dowels shal be epoxy coated with epoxy adhesive on the existing pavemeit end. tectyl oU coated on the new pavement end. Starryied and colored concrete pavemerA shal folow standard pavement s6(rtion fix thickness and reintorcing. Industry standards shal be used for joteUng design and expansion joints. JoM spacteg shal be symmcfric placing between sections. Al manholes and gate valves ^ be no lower than 1^ below the find teevalion of asphalt wear course. FuAshed asphalt wear course shM be sightly above the face of the concrete gutter (maidmum 1/?) wKh no asphaK pavement on top of toe gutter. ConnetAto eidsting curb and gutter with (3) #4 x 12* btfs. There shtf be a S'transition area b^weenlAgh back and mounts ctBb and gutter (e.g. 2.5* eltoer side of location where curb ^changes). Sideiratts shal be 4* thick, unless othenwise noted. Correct to exisdng sidewak wth #4 X1 ? smooth dowels @ 24* spacing and ecpansion jokt Concr^ padfos shal folow concrete sidewak detal. Where sUewdt atxAs toe back of curb, dowel vAh #4 bars @ 24* O.C. bistaii eRpanslon joM materiN or plastic deeve around castings, valve boxes, c(xt>s boxes, etc. In sMewaks. SIdewaks acfiaceit to parking spaces shal folow toe sidewak/curt} <Md. Connect to e)8sting drivewv wKh #4 X1? bars at 24* spacing. Topsol shal be salv^ to be used tor replacemenL Stockpile in area(s) as designated by toe Owner or remove from site if no area(s) to stockpile. Sgn sheeting shM be 3M Series 4000 Diamond Grade DG*. 1. SI-1 2. St-23. 4. SF5 4. WM-13 Water m^fitikigs: A. Fittings^ be ductee iron in accordance wKhAWAA specifications C-153. ABbolteusedinfRtings$halbe3048taMe$$steel.Mlftling$shdbewraMted b) 8 ml plastic. The sevns shaU be taped wtt) 2” wide 10 or 12 ml tape. The wrapping shal be done In accordance wlh the AWWA spedflcations on B. Al cast couplers used shal have stabiless^bols.AI hydrants, valves. fitUngs, etc. ^al have stainless boHs. 5. WM-14 Thru^ blocle shal be instteled at each fire l^dtteA, at each bend in the pipe kie that equals or exceeds 22^ degrees in deflection, at eachtee and ateachstubor dead end In toe Una. file block shal be centered on toe ftting or hytfrarrt and backed against toe sold iHKistutbed french bank. See (MaN. 6. VM-1S AlwatermalnlinesshalbePVCandcofliplywftoalrevifrementsof AWWAC900mi8Cla$s150andhavega$ketedlointslficomplkH)cewlhASTM3139. 7. WM-16 Al new mahis shal be subject to a bacterial analysts toe water distribution system shal be tooroughly disinfected wHh a chlorine solution before bebig placed into operalon. A minimum of one sample point shal be collected for every 1200 feet (A new to be placed hto service. Attesting must be aialyzed by a Minnesrrta state certified laboratory. Contracter shal funAsh toe engineer wKh one electronic copy of each report. Any of the folowing dsintoctarAs may be used: Liquid Chlorine - contomAng to mllitaiy specifications MI1-C12460 (CE) HypodAorite - confomAng to federal specification O-C-114 DIsirtection procedures shaU comply with AWWA Standard C6S1 -Di^tecting Water Mates. 8. WM-17 Tracer wire shal be installed on al water m^ ami services. 9. WM-18 Water mates shal be laid at least ton (10) feet horizontNIy from any existteg or proposed sanlaiy sewer. The (fistanceshd be measured from edge to edge. 5. CP-1 6. CP-2 7. CP-3 8. CP-4 9. CP-5 10. JT-1 11. JT-2 1? AP-1 13. AP-2 14. C6-1 15. CG-2 16. SW-1 17. SW-2 18. SW-3 19. SW-4 20. SW-5 21. SW-6 22. DR-1 23. TS-1 24. Si-1 ConsuHaiA I hereby certify that this plan, specification, or report was prepared by me or (jnder my daoct supervision and that I am a duly Licensed Profession^ Engineer under the laws of the DATErOBCZne BEa.HO. 4S2S3 RevMora No. Data Description Document Phase: 95% SUBMITTALDate: August 22,2016PtC/AIC: HALF SIZE PLOT IhawnBy: Checked By: Comm. No.: Project Titte Shooting star Casino- Star Lake of.1 She^TWeDATE:08.22.16 I<4 GENERAL NOTESREVISED REVISED TABLE OF CONTENTS01 REVISED SHEET C-100 GENERAL NOTES SHEET C-101 GENERAL LAYOUTSHEET C-401 EXISTING i____SHEET C-402 SITE PLAN C-403 9TE PLAN SHEET C-404 U71UTY PLAN SHEET C-405 UTIUTY M>N SHEET SHEET C-A07 SHEET C-408 SHEET C-409 C-410 C-411 C-412 C-413 SHEET C-414 SHEET C-415 C-416 C-417 C-418 C-419 C-420 C-421 C-601 C-S02 C-S03 I SITE C0N0ITK9NS AND REMOVALS P(J(N REVISEDSHEETIREVISED C-406 GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN CSAH 41 REMOVALS CSAH 41 PLAN ft PROflX CSAH 41 PLAN * PROfLE CSAH 41 PLAN ft PROFLE CSAH 41 SUPER ELEVATION CSAH 41 SIGNING AND STTVINC TYPICAL DETAILS TYPICAL OETALS TYPICAL OETAIS RECORDsISHEETSHEETSHEETSHEETPROJECT No. 18775-302v;Sheet NumberMANAGER: DH SHEETSHEETSHEETSHEETSHEETSHEETSHEETSHEET DESIGNER:BMB C-100DRAFTER:TWD I JJDREVIEWEFl: I OMi © weowa-aieA LE{^ND EXISTIN6 GAS UNE MARKER EXtSTMC GAS GATE VALVE EXISTING POWER POLE EXISTING GUY WIRE EXISTING URUTY PEDESTAL EXISTING UTKJTY MANHOLE C • COMMUNICATION E « ELECTRICAL F = nSER OPTIC T - TUEPHONE TV « TELEVISION TRANS > TRANSFORMER U - UTKJTY (UNKNOWN UTKJTY) EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND TELEVISION EXISTING UNDERGROUND FIBER ExeriNG UNtOGROUND GAS EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING SANITARY SEWER NEW SANITARY SEWER EXISTING SANITARY SEVCR MANHOIE NEW SANITARY SEWER MANHOLE EXISTING SANITARY SEWER aEANOUT NEW SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER SERVICE NEW SANITARY SEWER SERVICE EXISTING SANITARY FORCEMAIN NEW SANITARY FORCEMAIN EXISTING WATER NEW WATER MAIN EXISTING HYDRANT W/GATE VALVE NEW HVDRANT W/GATE VALVE EXISTING GATE VALVE NEW GATE VALVE existing RTTINCS new HTTINGS •O' uB 6 Z CUNINGHAM GROUP<D 99 Cuitfnghan Group ArchiMun, Inc. SL Anthony ~ ~ I Main St. SE _ Jte325 Minneapolis. MN 55414 201 Sum o♦ Tel: 612 379 3400 Fax: 612 3794400 EXISTING WATER SERVICE W/CURB STOP NEW WATER SERVICE W/CURB STOP EXISTING CURB STOP NEW cue STOP INSULATION PER OETAJL EXISTING STORM SEWER NEW STOfW SWER EXISTING STORM FORCEMAIN NEW STORM FORCEMAIN EXISTING STORM SEWER CATCH BASN/MANHOLE NEW STORM SEWER CATCH BASIN/^ANHOLE EXISTING PLUG NEW PLUG > ----------------< EXISTING CULVERT W/FLAREO END SECTTON (F.EA) > < NEW CULVERT W/FLARED END SECTION (FX.S.) EXISTING FLARED END SECTION (F.E.S.) NEW FLARED END SECTION (F.£.a) k3LA'3:.A!tJl EXISTING RIPRAP wvMxtmInghMuom o (® -sr- 0 moore□ o■ •engineering, inc.< Consulting Engineering • Land Surveying 1808 East Fir Avenue • Fergus Falls. Minnesotawww.mooreenglneer1nglnc.com >> BENCHMARK «0N MONUMENT FOUND EXISTING TRAFFIC SIGNAL ARM EXISTIND aUSTER BOX UNIT (C8U) EXISTING WETLAND EXISTING CURB AND GUTTER NEW CURB AND CUTTER NEW INaOW CURS AND GUTTER (MOUNTABLEANOCXDOWN) NEW OUTFLOW CURB AND GUTTER (MOUNTABLEANOCXDOWN) NEW KNOCKDOWN CURS AND GUTTER TRANSITION FROM MOUNTABLE CURB TO KNOCKDOWN CURS CURB AND GUTTER REMOVAL & REPLACEMENT EXISTING ASPHALT SURFACE PT7^3 == NEW ASPHALT SURFACE (HEAVY) NEW ASPHALT SURFACE (REGULAR) new asphalt surface (county highway) EXISTING concrete SURFACE NEW CONCRETE SURFACE (REGULAR) NEW CONCRETE SURFACE (HEAVY) EKWyVSgsa EXISTING GRANULAR SUWACE NEW GRANULAR SURFACE REMOVE ElOSTING SURFACE uatwattiti EXISTING DECORATIVE COLORED CONCRETE gaeoHaffl new decorative colored concrete NEW concrete sujewalx/multi-use path Consultant NEW DETECTABLE WARNING PANa EXISTING SIGN NEW SIGN EXISTING FENCE EXISTING CHAIN LINK FENCE HEW CHAIN LINK FENCE EXISTING WOOD FENCE NEW WOOD FENCE EXISTING UGHT POLE NEW UGHT POLE TRAFFIC CONTROL - SR4GLE POST SIGN TRAFFIC CONTROL - OOlffllE POST SIGN TRAFFIC CONTROL - TYPE 3 BARRICADE TRAFFK CONTROL - MUM TRAFFIC CONTROL - TITULAR UAfKER I hereto certify that this plan, spedticalion, or report was prepared by me or under my dir^ supervision and that i am a duly Licensed Professlonai Engbieer urxler the laws of theM0 TT Ne OATE:0ag2n6 REQ.NO. 462S9e EXISTING LANDSCAPING NEW LANDSCAPING # © O existing TREE/TREE CLUSTER NEW OECHXJOUS TFEE Revisions No. Date Description0 © # *NEW EVERGREEN TREEoEXISTING SHRUB NEW SHRUB DRAINAIX BREAK UNE o EXISTING DRAINAGE DIRECTION FMISHEO DRAINAGE CMRECTION & SLOK FINISHED GRADE EXISTING CONTOUR OEVATION FINISHED CONTOUR ELEVATION SPOT ELEVATKIHS BOC « BACK OF CURB BOW - BACK OF WALK C8f > STORM SEWER CATCH BASIN a - CENTERLINECO# • SANITARY SEWER CLEANOUT CS# - CONTROL STRUCTURE DIA - OlAUeTER ECC - EDGE OF CRUSHED CONCRETE EG - EXISTING GRADE EOC - EDGE OF CONCRETE EOP - EDGE OF PAVEMENT EOW - EDGE OF WMJ(EG - eXISTINC GRADE EX - EXISTING FG X FINI9IED GRADE a - aoWUNE HP - HIGH POINT INV - LP - MATCH X MATCH INVERT LOW POINT M# - STORM SEWER MANHOLESTORM SEWER TEE MANHOLE MM# > MULTI-MANHOLE MC - MIWOINT OF CURVE PC - POINT OF ' PRC - POINT OF PT « POINT OF RIM - raM OF : S# - SANITARY TOC - TOP OF (- TOP OF PAW - TOP OF PIPE TOW - TOP CURVATURE REVERSE CURVE TANGENCY STRUCTURE SEV€R MANHOLETOPTOP OF WAUL SANITARY THEWSINGST. TD# - TRENCH DRAM■ ■SroiMENTATlON (XWTROL WATTLE SEDIMENTATION CONTROL FENCE ROCK CHECK GRASS BUFFER PERMANENT STA8IUZATI0N AREA STABUZCD CONSTRUCTION ENTRANCE Document Phase: 95% SUBMITTALINLET PROTECTION /Ujgust22.2016Date: PIC/AIC: ^’swnBy: Checked By: Comm. No.: Project TWe Shooting Star Casino - Star Lake HALF SIZE PLOT Sheet TittaDATE:08.22.16I GENERAL LAYOUTiREVISED REVISED i REVISED Scale in Feet REVISED §REVISED BENCHMARK USTI RECORDAlLiaMOMW. ELEV.DESCRIPTION LOCATIONNO. PROJECT No. 18775-302S XKJBLE 600 SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 r---------- T135R41^1334.79 Sheet NumberMANAGER:DH iOd SPIKE IN THE NE MOST PRJNG ON THE E SIDE OF THE CR 41------------ 1335.23T13SR41S9 BMB2DESIGNER: C-101sRAILROU) SPIKE IN COTTONWOOD NEAR TWDDRAFTER:1332.45T1SSR40S183 SHORE AT ROAD.LAKE ON E. SE : BEND IN N-S JJDREVIEWER:I s3 LEGEND ©EXISTING CAS UNE MARKER EXISTING GAS GATE VALVE EXISTING GUY VMl^TAL REMOVAL NOTATIONS - PAVEMENT A DRIVEWAY©SAWCUT EXISTING ASPHALT PA\OCNT FULL DEPTH.U - UTILITY (UNKNOVlN UTHJTY)@ SAWCUT EXISTMG CONCRETE PAVEICNT FULL DEPTH.EXISTING ESST1N6©REMOVE EXISTING ASPHALT PAVEMENT.C GAS©REMOVE EXISTING CONCRETE PAVEMENT. EXISTMG ELECTRIC CUNINGHAM GROUPREMOVE EXISTING GRANULAR SURFACE.------e------- EXISTING SANITARY SEVIER NEW SANITARY EXISTING SANITARYi»IOVE AND SALVAGE EXISTING GRANULAR SUiVACE © NEW SANITARY SEWER MANHOLEREMOVAL NOTATIONS - (yMFPAI 9 EXISTING SANITARY NEW SANITARY EXISTING SANITARY SERER SERVICE NEW SANITARY EXISTING SANITARY CLEANOUT CLEANOUT9 CLEAR ANO GRUB EXtSlMG TREES. SHRISS, ROOTS, ETC.@ Cmlngham GroupArcfattacte^inc.EXISTING WETLAND IN PROCESS OF KMC MITIGATED.NEW SANITARY FORCaiAM@EXISTING WATER MAINREMOVE EXISTING FENCE SL Anthony Main 201 Main St SE 8iiite325 MmeapoUs, MN 55414 NEW WATER MAINOVEmiEAD POWER UNE5 . BE REMOVED AND RaOCA EXISTING UNDERGROUND r K REUOVED/ABANOONED POLES ■ BY OTH TO HERS. ELECTRIC LINE TO i BY OTHERS. EXISTING UNDERGROUNO FIBER UNE TO K REUOVEO/ABANDONED BY OTHERS. o EXISTING HYDRANT W/GATE VALVE NEW HYDRANT W/GATE VALVE EXISTING GATE VALVE NEW GATE VALVE < Aq ex31?] ^ EXISTING RTTINGS new FITTINHS -------O-------EXISTING WATER SERVICE W/CURB STOP NEW WATER SERVKE W/CURB STOP EXISTING CURB STOP NEW CURB STOP INSULATION PER DETAIL EMSTING STORM SEWER NEW STORM SEWER EXISTING STORM FORCEMAIN NEW STORM FORCEMAM EXtSTMG STORM SEWER CATCH BAStN/MANHOE NEW STORM SEWER CATCH BASM/MANHOLC EXISTMG PLUG NEW PLUG >—-------—< EXISTING CULVERT W/FIABO) ENO SECTION (F.E.S.) NEW CULVERT W/FLARED ENO SECTKM (F.E.S.) EXISTMG FLARED ENO SECTION (F.E.S.) NEW FLARED ENO SECTION (F.E.S.) EXISTING RPRAP Tal: 612 379 3400 Fax: 612 379 4400 RFMDVAI NQTATTfMVS - WATFR MAIM ABANDON EMSTWG WPi i - wwwxunin^iaffl.com<2>0 (S>------ST------- ------ST------- <s>moore□ o engineering, inc.<4 CcMisultliig Engineering • Land Surv^ng 1608 East Fir Avenue • Fergus Falls, Minnesota v.mooreenginearinginc.com>> 8DJCHMARK IRON MONUMENT FOUND EXISTING TRAFFIC SIGNAL ARM EXISTING CLUSTER BIK UNR (C8U)^ EXISTING WETLAND EXISTING CURB AND CUTTER NEW CURB ANO GUTTER NEW MFLOW CURB ANO GUTTER (MOUNTAKEAKOCKDOVM) NEW OUTFLOW CURB AND GUTTER (MOUNTABIE/MHOCKOOVM) NEW KNOCKDOWN CURB ANO CUTTER TRANSTKM FltOM MOUNTABLE CURB TO KNOCKDOWN CURB cuts ANO GUTTER KWOVAL & REPLACEMENT E-.gasa5^ EXISTING ASPHALT SURFACE HEW ASPHALT SURFACE (HEAVY) ______MEW ASPHALT SURFACE (REGUUR) NEW asphalt surface (county highway) existing concrete surface NEW CONCRETE SURFAK (REGULAR) gT7q l«W COHCKTE SURFACE (HEAVY) B30»*ggSgs8 EXISTING GRANULAR SURFACE NEW GRANULAR SURFACE REMOIC EXISTING 9JKACE HtWWWHa EXISTING DECORATI^ CaORED CONCRETE llHlfl3HaaH NEW DECORATIVE CaOREO CONCRETE NEW CONCRETE SIKWALK/MULTI-USE PATH Consultant NEW DETECTABLE WARNING PANa EXISTING 9GN NEW SIGN EXISTING FENCE EXISTING CHMN UNK FENCE NEW CHAIN EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POLE HEW LIGHT POLE TRAFFIC CONTROL - SMGLE POST SIGN TRAFFIC CONTROL - DOUBIE POST SIGN TRAFFIC CONTROL - TlTC 3 BARRICADE TRAFFIC CONTROL - WUM TRAFnC CONTROL - TUBULAR MARKER EXISTING LANDSCAPING NEW LANOSCAPMC EXISTMG TREE/TREE CLUSTER I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that i am a duly Licensed Professional Engiiieer under the laws of the state tf Minn Ke^.Ne DATE:08a2rie REQ.no. 46283o *©a Revisions No. Pate Description© ©NEW DECtOUOUS TREE# •NEW EVERGREEN TKEoEXISTMG SHRUB NEW SHRUB DRAINAGE BREAK LME EXISTMG DRAMAGE DIRECTION FHISHED DRAMAGE DIRECTION « KOPE FHSHED GRADE EXISTING CCMTOUR ELEVATION FMISHED CONTOUR ELEVATION SPOT aeVATKMS O BOC - BACK OF CURB BOW • BACK OF WALK ca# > STORM SEWER CATCH BASH a - CENTERUNECO# - SANITARY SEWER CLEANOUT CS# - CONTROL STRUCTURE DIA - DIAMETER ECC - EDGE OF CRUSHED CONCRETE EG - EXISTMG GRADE EOC - EDGE OF EOP » EDGE OF EOW » EIMX OF WALK EG - EXISTING CRAK EX - EXISTING FG - FINISHED GRADE a - aOWLME HP - HIGH PONT LP - LOW POINT MATCH > MATCH= STORM SEWER MANHOLE STORM SEWDt TEE MANHOLE MULTI-MANHOLE PC =* POINT OF ( PRC - PONT OF PT - PONT OF RiU - RIM OF I S# = SANITARY TOC - TOP OF ( TOP = TOP TOP « TOP TOW - TOP MIDPOINT OF CURVECURVATURE .. REVERSE CURVE ' TANGENCY STRUCTURE SEVER MANHOLE CONCRETEPAVEMENT OF PAVEMENT Of PIPE OF WALK TOP Of RETAINING WALL ■ 11 ■ SEDUENTATKM CONTROL WATTLE SEDIMENTATION (XMTROL FENCE ROCK CHECK IVyVStVStI GRASS BUFFER PERMANENT STABUZATKM AREA STABUZED CONSTRUCTION ENTRANCE Docunent Phase: 95% SUBMITTALINLET PROTECTION August 22,2016 Date; PIC/AiC: Drawn By: Checked By: Comm. No.: Project Tide Shooting star Casino- Star Lake ..I HALF SIZE PLOT Sheet TWe08.22.16DATE: EXISTING SITE CONDITIONS AND REMOVALS PLAN REVISED:Scale in Feeti REVISED: BENCHMARK LISTlAHMNOVDaBs REVISED:£NO.DESCRIPTION LOCATION ELEV.s REVISED: DOUBLE 604 SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 1 T13SR4IS9 1334.79 REVISED:g 304 SPIKE PILING ON THE CR IN THE NE MOST THE E SIDE OF : 41 BRIDGE. 2 T13SR41S9 1335.23 RECORD:6 I s’4AILROAO SPIKE IN iTTON (E ON E. SE : BEND IN N-S VroOD NEAR PROJECT Na 18775-3023T13SR40Sia1332.45 Sheet NumberMANAGER:DH 8 DESIGNER:BMB C401DRAFTER:TWD JJDREVIEWER: i§ SITE NOTATIONS - CURB A GUTTER (T) taper last 5' C3F CURB AND FITTER HQGHT FROU V TO 1/4*. AND GUTTER. LES£N£1 ©GAS LINE MARKER EXISTING GAS GATE VALVE EXISTING POWS POLE EXISTING GUY KNOCKDOWN THANSITIQN FROM MOUNTABLE Vi/ lOMCKDOWN CURB AND GUTTER. Tb AND GUTTER TO UTHJTY PEDESTALSITE NOTATIONS - PAVEMENT A DRIVEWAY SAWCUT EXISTW6 ASPHALT PAVEMENT FUU. DEPTH. REMOVE EXISTING ASPHALT PAVEMENT. ^ _• CONCRETE DRIVEWAY. GRAVEL DRIVEWAY. REGULAR DUTY ASPHALT PA\ffMENT SECTION. (l^ HEAVY DOTY ASPHALT PAVEMENT SECTION. CONCRETE PAVEMENT SECTION. HEAVY DUTY CONCRETE PAVEMENT SECTION. GRANULAR SURFACE. SITE KtOTATIONS - SIDEWALK At PATH <S> ELECTRICAL F » HBER OPTIC T = TELEPHONE TV - TELEVISION U - UDUTY (UNKNOWN UTHJTY) EXISTING UNDERGROUND TELEVISIONEXISTINGFIBER GAS EXISTING IM5ERGROUNO ELECTRIC CUNINGHAM GROUP EXISTING OVERHEAD ELECTRIC ------OHE------- EXISTING SANITARY SEWER NEW SANITARY EXISTING SANITARY NEW SANITARY SEWER MANHOLE EXISTING SANITARY SEVER CLEANOUT NEW SANITARY SEWER OEANOUT EXISTING SANITARY SEVER SERVICE SERVICE @ 9 9 4* CONCRETE SSOEWAUC @ 5' CONCRETE SRJEWAIX.NEW SANITARY Cunin^iaraGnwp ArcMtodm, Inc.EXISTING SANITARY FORCEUAm NEW SANITARY FORCEMAIN EXISTING WATER MAIN NEW WATER MAIN EXISTING HYDRANT W/GATE VALVE NEW HYDRANT W/GATE VALVE EXISTING GATE VALVE NEW GATE VALVE EXISTING nnwGS new fittings -----~0--------EXISTING WATER SERVICE W/CUR8 STOP ------ NEW WATER SERVICE W/CURB STOP EXISTING CURB STOP NEW CURB STOP mSULATWH PER DETAIL EXISDNG STORM SEWER DECORADVE COLORED CONCRETE. SITE NOTATIONS - GENERAL St Anthony Main 201 Main SL SE Suite 325 Minneapolis, MN 55414 @ PRIVACY BERM.@ o STORM WATER RETENTION POND. @ Cl«a CUT AND CONCRETE SPILLWAY. SEE DETAIL.Tel: 612 379 3400 Fax: 612 379 44009TASS PAWRS SEE DETAIL twwwxunInghaiLcom IP GAS TANK. SEE MECHANICAL PLANS.o TRASH ENaOSURE/DUHPSTER AREA. MECHANICAL EQUIPMENT. PROPOSED WA MAINTENANCE EXISTING PROPERTY LINE. (Q) PYLON SKIN. MONUMENT SIGN. 9 <s> TER TREATMENT FACHJTY. BUILDING. WATER TOWER GROUNDS AND WELL SITE. •ST- NEW STORM SEWER EXISTING STORM FORCEMAIN NEW STORM FORCEMAIN EXISTING STORM SEWER CATCH SASINA<ANH01£ NEW STORM SEWER CATCH BASIN/MANHOLE EXISTING PLUG NEW PLUG EXISTING CULVERT W/FLARED END SECTION (F.E5.) NEW CULVERT WALARED END SECTION (F.ES.) EXISTINC FLARED END SECTION (F.E.S.) NEW FLARED END SECDON (F.E.S) EXISTING RIPRAP NEW RIPRAP BENCHMARK IRON MONUMENT FOUND EXISTING TRAFnC SGNAL ARM EXISTING CLUSTER BOX LWIT (CBU) EXISTING WETLANO EXISTING CmS AND CUTTER NEW CURB AND GUTTER NEW INFLOW CURB NEW OUTFLOW CURB AND GUTTER (MOUNTABIE/KNOCKOOWN) NEW KNOCKDOWN CURB AND GUTTER TRANSITKM FROM MOUNTAOL CLMS TO KNOCKDOWN CURB CURB AND GUTTER REMOVAL k REPLACEMENT ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVY) <8>®moore□ o■ •engineering, inc.<@ Consulting Engineering • 1608 East Rr Avenue • Fergu Land Surveying us Falls. Minneeota www.mooreenglneertnglnc.cofnDCC0RAT1VC FENCE. @ CONCRETE STEPS >>SEE STRUCTURAL PLANS@SEE ARCHITECTURAL PLANS. SEE LANDSCAPE PLANS@SEE MECHANICAL PLANS PT7N SEE EIECmCAL PLANS aiE NOTATIONS - SGNINC VAN ACCESSIBLE PAnONO SIGN ASSEMBLY. aTF NOTATIONS - STRIPING 4’ WHITE EPOXY. (Iff LINE. 3ff SKIP) 4’ WHITE EPOXY. □ GUTTER (MOUNTABLE/KNOCKDOWN) = ssss =(i)4' YELLOW EPOXY. NEW ASPHALT SURFACE (REGULAR)4* BLUE EPOXY. DOUBLE 4' YELLOW EPOXY. 8* YELLOW EPOXY. (l3) 8* WHITE EPOXY. 24* WMTE GROOVED PAKT- ^17^ WHITE GROOVED EPOXY MESSAGE. new asphalt suwacs (county highway) CONCRETE SURFACE NEW CONCRETE SUWACE (REGULAR) NEW CONCRETE SURFACE (HEAVY) GRANULAR SURFACE NEW GRANULAR •ACE ■ACE KDVE COLORED CWCRETE UBriCfffcUH NEW OECORADVE COLORED CONCRETE </MULD-U5E PATH PANa#Consultant PARKING STALL COUNT PK ROW.NEW DETECTABLE EXISTING SIGN NEW SGN EXISDNG FENCE EXISDNG CHAIN UNK FENCE NEW CHAIN LINK FENCE exiSTMG WOOD FENCE NEW WOOD FENCE EXISDNG LIGHT POLE NEW LIGHT POLE TRAFFIC CONTROL - SINGLE POST SIGN TRAFFIC CONTROL - DOUBLE POST SIGN TRAFFK CONTROL - TYF>E 3 BAHCCAOE TRAFFIC CONTROL - DRUM TRAFFIC CONTROL - TUBULAR MARKER EXISTING LANDSCAPING NEW LAM3SCAPING I > EXISTING TREE/TREE aUSTER i her^ certify th^ this plan, spedficalion, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer urtder the laws of the state* Minnesota. / . TT KmiivrMe DATE: 08122/16 REQ.no. 45283O Revisions No. Date«Description© ©NEW DECIDUOUS TREE# •NEW EVERGREEN TREEo EXISTING SHRCe NEW SHRUB DRAINAGE BREAK UNE EXISTING DRAINAGE DtRECDON o FMSHED DRAHAGE DIRECTION & SLOPE CONTOUR ELEVATION FH9IED CONTOUR ELEVATION SPOT ELEVATIONS BOC - BACK OF CURB BOW - BACK OF WALK C8# > STORM SEWER CATCH BASINa - INV >LP - MATCH - MATCH M| » STORM SEWER MANHOLE MT# - STORM SEWER TEE MANHOIE MM# > MULTI-MANHOLE MC - MIDPOINT OF CURIE PC -■ POINT OF I PRC - PONT OF PT - POINT OF TANGENCY RIM - RIM OF STRUCTURE S# - SANITARY SEWER MANHOLE TOC - TOP CF CONCRETE TOP • TOP Of PAVEMENT TOP - TOP OF PIPE TOW - TOP OF WALK TR# - SANITARY TELEVISING RISER TOR - TOP OF RETAWINC WAU.TD# - CLEANOUTSTRUCTURE DIA - ECC - CONCRETE EG - EMSTIMG GRADE EOC * EDGE OF CONCRETE EOP - EDGE OF PAVEMENT EOW - EDGE OF WALK EG -g: FL - aOWUNE HP - HGH PONT EDGE OF CRUSHED CURVATURE REVERSE CURVE II SEDIMENTATION CONTROL WATTLE SEDUENTATION CONTROL FENCE ROCK CHECK iStVS/VStVi GRASS BUFFER PERMANENT STAB0JZAT10N AREATRUCKSTAB&JZED CONSTRUCTION ENTRANCE® STOI ROUTE Document Phase: 95% SUBMITTALINirr PROTECTION Date: August 22,2016Rt-1 30* X 30*PIC/AiC: Drawn By: Checked By:nOfTLANE MUST TURNHGHT &Comm. Noj Praject Title Shooting Star Casino - Star Lake R3-7 30* X 30' CUSTOM (I^ ON WHITE) 12* X 18* HALF SIZE PLOTScsde in Feet'I © CU30*Sheet THiaX 30*DATE:08.22.16 SITE PLANREVISED: L£FTLANE REVISED:@ MUSTI REVISED: TURN LEFT REVISED:CUSTOM 30" X 30* R3-7 30* X 30“REVISED: I BENCHMAHK UST RECORD:ALLmMVATIONatHOWNAIimNaVDagIDESCRIPTIONLOCATKW ELEV.NO.5 PROJECT No. 18775-302E FAcl°^^^N CAP AT CR 41 BRIDGE. 1334.79T135R41S8 Sheet NumberDHMANAGER: 50d SPI PILWGKE IN THE NE MOST ON THE E SIDE OF 2 TT3SR41S9 1335.23 BMBDESIGNER: WE CR 41 OnOGE.i C-402RAILROAD SPIKE IN 1.V COTTONWOOD NEAR STAR LAKE ON BEND TWDDRAFTER;TI3SR40S18 1332.453 E. SE : IN N-SSHORE AT : ROAD. JJDREVIEWER: S3 C«y>wi (g) nmn nrt»mtViwi fnWrtn W (Mltfktamie SITE NOTATIONS - CURB & GUTTFR LEGEND TAPER LAST 5" OF CUf« AND GUTTER HEIGHT FROM 4" TO 1/4’. KNOCKDOWN CUI9 AND GUTTER. TRANSITION FROM MOUNT \Z/ KNOCKDOWN CUf» AND ( © EXISTING CAS UNC MARKER EXISTING CAS GATE VALVE EXISTMC POWER POLE EXISTWG EXISTING UTHJTY PDIESTAL EXISTING UTTUTT MANHOLE C ■ COMMUNtCATTON E = ELECTRICAL F - FIBER OPTIC T - TELEPHONE TV « TELEVISION TRANS = TRANSFORMER U - UTIUTY (UNKNOWN UTIUTY) EXISTING UNDERGROUND TELEPHONE TL, ABLE CURB AND GUTTER TO COTTER. SITE NOTATIONS - PAVFMSNT A DRIVEWAY SAWCUT EXISTING ASFWU.T PAVEMENT FULL DEPTH.@ REMOVE EXISTING ASfHIALT PAVEMENT. @ ___■ CONCRETE DRIVEWAY, ^ GRAVa DRIVEWAY ^ REGULAR DUTY ASPHALT PAVEMENT SECnON. HEAVY DUTY ASPHALT PAVEMENT SECTION. CONCRETE PAVEMENT SECTION. HEAVY DUTY CONCRETE PAVEMENT SECTION. GRANULAR SURFACE. SITE NOTATIONS - SIDEWALK & PATH EXISTMC UNDERGROLMD TELEVISION EXISTING UNDERCROUNO FIBERGAS CUNINGHAM GROUP EXISTING OVERHEAD ELECTRIC SANITARY NEW SANITARYSANITARY@ MANHOLE NEW SANITARY SEWER MANHOLE EXISTING SANITARY SEWER CLEANOUT NEW SAMTAHY SEWER CLEANOUT EXISTING SANITARY SEWER SERVKZ NEW SANITARY SEWER SERVICE EXISTING SANITARY FORCEMAM NEW SANITARY FORCEMAM EXISTING WATER NEW WATER HAM EXISTMC HYDRANT W/GATE VALVE MEW HYDRANT W/GATE VALVE EXISTING GATE VALVE NEW GATE VALVE EXISTMG FITTINGS NEW nmNGS 9 <»@ 4' CONO^ SIDEWALK. 5* CONCRETE SttlEWALK. DECORATIVE COLOfSD CONCRETE. SITE NOTATIONS - GgNPRAL Cunki(^iiffl Group Arehtocfen, Ine. SL Anthony Main 201 Main SL SE Suite 325 Minneapolis, MN 55414PRIVACY BERM.@ o STOMil WATER RETENTION POND.♦ @ ora CUT AND CONCRETE SPU.WAY. SEE OETAK-Tel: 612 379 3400 Fax: 612 3794400GRASS PAVERS. SEE DETAIL EXISTMG WATER SERWX W/CURB STOP NEW WATER SERVICE W/CURB STOP wwwxunlngham.com LP GAS TANK. SEE MECHANICAL PLANS.O EXISTMG CURB STOP TRASH ENO.OSURE/DUHPSTER AREA.NEW CURB STOP INSULATION PER DETAIL EXISTING STORM SEWER NEW STORM SEWER EXISTMG STOTM FORCEMAM NEW STORM FORCEMAM EXISTING STORM SEWER CATCH BASM/MANHOLE NEW STORM SEWER CATCH BASM/UANHOLE EXISTMG PLUG NEW PLUG EXISTING CULVERT W/HjWED END SECTION (F.E.S.) NEW CULVERT W/FLARED END SECTION (F.E.S) EXISTING FLARED END SECTION (F.ES.) NEW FLARED END SECnON (F.C.S.} EXISTING RireAP NEW RIPRAP BDTCHUARK IRON MONUMENT FOUND EXISTMG TRAFFIC SGNAL ARM EXISTING CLUSTER BOX UNIT (C8U) EXISTMG WETLAND EXISTMC CURB AND CUTTER NEW CURB AND GUTTER NEW INFLOW CURB AND GUTTER (MOUNTABLE/KNOCKDOWN) NEW OUTFLOW CURB AND GUTTER (MOUNTABLE/KNOOCOOWN) NEW KNOCKDOWN OJRB AND GUTTER TRANSTKM FROM MOUNTABLE CURB TO KNOCKDOWN CURBcuim E3USTMC ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVY) NEW ASPHALT SURFACE (REGULAR) HALT SURFACE (COUNTY HIGHWAY) EXISTMG CONCRETE SURFACE NEW CONCf^ SURFACE (REGULAR) NEW CONCFSTE SURFACE (HEAVY) GRANULAR SURFACE NEW GRANULAR SURFACE REMOVE EXISTING SURFACE EXISTING DECORATIVE COLORED CONCRETE NEW DECORATIVE COLORED CONCRETE NEW CONCRETE SOEWALK/T^ULTI-USE ciH) MECHANICAL E0U«N4ENT. WATER TREATMENT FAauTY. GROUNDS MAINTENANCE BULDMG. WATER TOWER AND WELL STE. <8>©EXISTING PROPERTY UNE.moore□ o@PYLON SKM.engineering, inc.<3 MONUMENT SIGN.Consultin 1808 East g Engineering ■ Land Surveying Fir Avenue • Fergus Falls. Minnesota .mooreenglneerfnglnc.comDECORATIVE FENCE.@ CONCRETE STEPS.>@ >SEE STRUCTURAL PLANS.@ SEE ARCHITECTURAL PLANS.41@LANDSCAPE PLANS.@ MECHANICAL PLANS.gT7a@SEE £I£CT1«CAL PLANS. 3 VAN ACCESSBLE PARKING SIGN ASSEMBLY SITE NOTATIONS — STRIPING 4* WHITE EPOXY. (Iff UNE. 3ff SWP) ^7^ 4* WHITE EPOXY. 4' YELLOW EPtWY. 4* BLUE EFKWY. DOUBLE 4" YELLOW EPOXY. S’ YELLOW EPOXY. 8* WHITE EPOXY. 24* WHITE GROOVED PAMT. WHITE GROOVED EPOXY MENAGE. GUTTER ISUOVAL A REPLACEMENTE13 1LW EXI1 Consultant PARKING STAa COUNT PER ROW.NEW DETECTABLE WARNING PANEL EXISTMG 9GN NEW SKM EXISTING FENCE EXISTING CHAM LMK FENCE NEW CHAM I her^ certify that this plan, specification, or report < prepared by me or under my direct supervision and that I am a duly Licensed RtTfessional Engineer under the laws of the FENCE EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POLE NEW UGHT POLE TRAFTK CONTROL - SNGLE POST SKM TRAFFIC CONTROL - DOUBLE POST SKM TRAFFIC CONTROL - TYPE Z BARRICADE TRAFFIC CONTROL - DRUM TRAFFIC CONTROL - TUBULAR MARKER EXISTMG LANOSCAPMC NEW LANDSCAPING EXISTMG TREE/TREE CLUSTER state if Minr TT Kevin.Ne REQ.HQ. 46288 DATEOSmrtS o Revtelons No. Date # ©o Pescrlpflon(B ®NEW OEaOUOUS TREE# • NEW EVERGRaH TREEo EXISTING SHRUB NEW SHRUB DRAINAGE BREAK UNE EXISTMG DRAMAGE DIRECTKM FKISNED aOMME DIRECTKM A SLOPE o EXISTING CONTOUR ELEVATION FINISHED CONTOUR ELEVAT SPOT aEVARONS BOC - BACK OF BOW - BACK OF CURB WALK INV - LP - MATCH - MATCH M# - STORM SEWER MANHOLE MTf - STORM SEWER TEE MANHOLE MM| * MULTI-MANHOLE MC - MIDPOINT OF CURVE PC = POINT OF ' PRC - POINT OF PT - POINT OF RIM - RIM OF ;S# - SANITARY TOC - TOP OF CONCRETE TOP - TOP OF PAVEMENT TOP - TOP OF PIPE TOW - TOP - INVERT LOW POINT- STORM SEWER CATCH BASIN CO# - SANITARY SEV€R CLEANOUT CS# - CONTROL STRUCTUREili-.CONCRETE ■■ - EXISTING GRADE OF CONCRETE EOP - EDGE OF PAVEMENT EOW - EDGE OF WALK EG - FG - HP - HIGH POMT EDGE OF CRUSHED CURVATURE REVERSE CURVEl§c-J STRUCTURE EXISTING OF WALKa;SANITARY TELEVISINGTOP OF RETAMMG TD# - TRENCH DRAM ■ 11 ■ SQXhSNTATlON CONTROL WATTLE ^32^ ROCK CHECK h/wSrvsri grass buffer SEDMENTATKM OMTROL FENCE PERMANENT STABUZATKM AREATRUCKSTABIU2E0 CONSTRUCTION ENTRANCE® STOP ROUTE Document Phase: 95% SIAMTTTALINLET PROTECTION August 22,2016 Date:R1-1 30* X 30’PIC/AIC: Drawn By: Checked By:nOHTLAfE MUST TURNHGHT Comm. No.: Prelect TItIa Shooting Star Casino - Star Lake R3- 30* X sCUSTOM (RED ON WHITE) 12* X 18- Scale in Feet HALF SIZE PLOT I CUSTOM 30* X 30-I Sheet TitleDATE:08.22.16 S.SITE PLAN'i REVISED LOT LANE REVISEDQ• MUST<D I REVISEDTIWNLOT REVISEDCUSTOM 30- X 30- R3-7 30" X 30"REVISED I BENCHMARK iJST RECORDALL.Ml6 lAMiMovpaa I NO.DESCRIPTION LOCATION ELEV. PROJECT No. 18775-302DOUBLE 60<J SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 BRIDGE. T135R41S9 1334.79 Sheet NumberMANAGER:DH SOd SPIKE PHJNC IN THE NE MOST ON THE E SIDE OF THE CR 41 2 T135R41S9 1335.23 DESIGNER:BMB 3 C-403RAILROAD SPIKE IN DRAFTER:TWDq:3 T135R40S18 1332.45 LAKE ON BEND E, SE : M N-S SHORE AT ROAD.I REVIEWER:JJD 3 I Cw«n © IMfVaRmt T STE NOTATIONS - CURB & GUTTER TAPER LAST 5’ OF CURB AHO GUTTER HEIGHT FROM 4* TO 1/4*. LEGEND © EXISTING GAS LINE MARKER EMSRNG GAS GATE VALVE EXIST1NC POWER POLE EXISTING GUY 5 KNOCKDOWN CURB AND GUTTER. FTTOH MOUNTABLE CURB AND GUTTER TOKNOCKDOWN CURB AND GUTTER.U B EXISTING UTHJTY PQTESTALSITE NOTATIONS - PAVFUFNT & DRIVEWAY SAWCUT EXISTING ASPHALT PAVEMENT FIHX OEPTR EXISTING UTHJTY MANK<X£®«T1C®REMOVE EXISTMC ASPHALT PAVEMENT. ^ __• CONCRETE DRIVCWAY.fe U - UTHJTY (UNKNOWN UT1UTY)EXISTING GRAVEL DRIVEWAY.EXISTING UNDERGROUND TELEVISION -------TV------- EXISTING FIBER REGULAR DUTY ASPHALT PAVEMENT SECTION. EXISTING UNDERGROUND GAS HEAVY DUTY ASPHALT PAICMENT SECTION.CUNINGHAM GROUP EXISTING OVERHEAD ELECTRIC EXISTING SANITARY NEW SANITARY SEWER EXISTING SANITARY CONCRETE PAVEMENT SECTION.@ HEAVY DUTY CONCRETE PAVEMENT SECTION.©MANHOLE NEW SANITARY ^WER MANHOLEi@GRANULAR SURFACE.9 EMSTING SANITARY CLEANOUT NEW SANITARY SEWER OEANOUT SERVICE SITE NOTATIONS - apEWALK A PATH 9@ EXISTING SANITARY NEW SANITARY SEWER SERVICE 4' CONCRETE SCEWALK. Cuninghain Group AreMtoctuio, Inc.S* CONCRETE SOEWALK.EXISTING SANITARY FORCEMAiN NEW SANITARY COSTING WATER ICW WATER MAIN EXISTING HYDRANT W/GATE VALVE NEW HYDRANT W/GATE VALVE EXISTING GATE VALVE NEW GATE VALVE EXISTING nmNGS ICW FITTINCS EXISTING WATER SERVICE W/CURB STOP NEW WATER SERVICE W/CURB STOP EXISTING CURB STOP NEW CURB STOP WSULATION PER DETAIL EXISTING STORM SEWER NEW STORM SEWER EXISTING STORM FORCEMAIN NEW STORM FORCEMAIN COSTING STOm,! SEWER CATCH BASIN/MANHOLE ICW STORM SEWER CATCH BASIN/MANHOLE EXISTING PLUG NEW PLUG EXISTING CULVERT W/FLAHED ENO SECTION (F.ES.) NEW CULVERT W/FLARES ENO SECTION (F.E.S.) EXISTING FLARED ENO SECTION (F.E.S.) NEW FLARED ENO SECTION (F.E.S.) EXISTING RIPRAP NEW RIPRAP BENCHMARK IRON MONUMENT FOUND DECORATIVE COLOKD CONCRETE. SL Anthony Main 201 Main St SE Suite 325 Minneapolis. MN 55414 SITE NOTATIONS GENERAI 5 PRIVACY BERM.NOTE: MAINTENANCE,o STORM WATER RETENTION POND.WATER TEATMENT @ CUT AND SPIU.WAY. SEE DETAH-Tel: 612 379 3400 Fax: 612 379 4400b GRASS PAVERS. SEE DETAIL.BUILDINGS AND WATER wwwxuntoghamxon LP GAS TANK. MECHANICAL PLANS o®TOWER ARE NOT 9TRASH ENaOSURE/DUMPSTER AREA.5 MECHANICAL EOUIPUENT.LOCATED WITHIN THE ®PROPOSED WATER TREATMENT FAOUTY. GROUNDS MAINTENANCE BUILDING. WATER TOWER ANO WELL SITE. ------ST------- ®SHORELAND EXISTING PROPERTY LINE.moore□ o@PYLON SK3N.■ •engineering, inc.MANAGEMENT DISTRICT 4 MONUMENT SIGN.@ ConsuNfn 1808 East g Engineering • Land Surve^ng Ffr Avenue • Fergus Fails. Mtrmeeota www.mooreenglneer1ngjnc.comDECORATIVE FENCE. >@ >SEE STRUCTURAL PLANS. SEE ARCHITECTURAL PLANS. SEE LANDSCAPE PLANS. EXISTING TRAFFIC SIGNAL ARM EXISTING CLUSTER BOX UNIT (C8U) EMSTING WETLAND EXISTING CURB ANO GUTTER NEW CURB ANO GUTTER NEW HFLOW CURB ANO GUTTER (MOLMTABLE/KNOCKOOWN) ICW OUTFLOW CURB ANO GUTTER (MOUNTABLE/KNOCKDOWN) NEW KNOCKDOWN CURB ANO GUTTER TRANSITION MECHANICAL PLANS.FTT^@ ELECTRICAL PLANS 3 SITE NOTATIONS - SIGNfriG VAN ACCESSIBLE PARKING SIGN ASSEMBLY. Ill im SITE NOTATIONS STRPING 4* WHITE EPOXY. (Iff UNE. W SKIP)m uajNTABLE CURB TO KNOCKDOWN CURB CURB ANO GUTTER REMOVAL Sc REPLACEMENT EXISTING ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVY) MEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SUWACE (COUNTY HIGHWAY) EXISTING CONCRETE SURFACE NEW CONCRETE SURFACE (I^GULAR) NEW CONCRETE SURFACE (HEAVY) EXISTING GRANULAR SURFACE lew GRANULAR SURFACE REMOVE EXISTMG SURFACE EMSTING DECORATIVE COLORED CONCRETE NEW DECORATlie COLORED CONCRETE NEW CONOeTE SUTEWALK/MULT1-USE PATH NEW DETECTABLE WARNING PANS. EXISTING SIGN NEW SIGN EXISTING FENCE EMSTING CHAIN UNK FENCE NEW CHAIN EXISTING WOOD FENCE lew WOOD FENCE EXISTING UGHT POLE NEW UGHT POLE TRAFFIC CONTROL - SINGLE POST SKSN TRAFFIC CONTROL - DOUBLE POST SIGN TRAFFIC CONTROL - TYPE 3 BARRICADE TRAFFIC CONTROL - DRUM TRAFFIC CONTROL - TUBULAR MARKER EXISTING LANOSCAPINC NEW LANDSCAPING EXISTING TREE/TREE CLUSTER /iiiMiiiII =4’ WHITE EPCKY.miiiM11 4' YELLOW EPOXY.mtiiii/(i)4* BLUE EPOXY.ll t/.........Ill 11111 III 11 00U8I£ 4* YELLOW EPOXY.PROPOSED BUtDMG ^11 8" YQLOW EPOXY.II 11 d 11111- 8* WHITE EPOCY.Him 24' WHITE GROOVED PAMT. WHITE GROOVED EPOXY MESSAGE.C<msultant PARKING STALL COUNT PER ROWL I hereby certify that this plan, spediication. or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the iiiiiiiI nil milI FENCE1=/I 1111 III:!I tf OO TT Kevin.NeI I mm DATC:(W22n6 neQ.NO. 4S283oI mm1 Revisions No. Pate* ©□Description© ®NEW KQOUOUS TieE# *NEW EVERGREEN TREEoEXISTING SHRUB NEW SHRUB ORAMAGC BREAK LINE EXISTING DRAINAGE D«ECTION FINISHED DRAINAGE DIRECTION S SLOPE o iimm1III mil II inn III I) in III inn n I in II inn II CONTOUR ELEVATION CONTOUR ELEVATION SPOT ELEVATIONS?.BOC - BACK OF CURB BOW - BACK OF WALK C8# - CL - { INV - LP -STCKM SEWER CATCH BASIN MATCH - MATCHM| • STORM SEWER MANHOLE MT# - STORM SEWER TEE MANHOLE MM# » MULTI-MANHOLE MC - MX^OINT OF CURse PC - POINT OF CURVATURE PRC - POINT OF REVERSE CURVE PT » POINT OF TANGENCY RIM > RM OF STRUCTURE S# > SANITARY SEWER MANHOLE TOC - TOP OF CONCRETE TOP - TOP OF PAVEMENT TOP - TOP OF PIPE TOW - TOP INVERT LOW POWTS St:SANITARY CLEANOUT CONTROL STRUCTUREIIIII ECC - CONCRETE EG - I EOC - EOP - EDGE EOW - EDGE EG > EXISTING GRADE EX - EXIS^NG FG - FINISHED GRADE FL - FLOWUNE HP - HIGH HIM !h EDGE OF CRUSHED EXISTING GRADE QJGE OF CONCRETE OF PAVEMENT OF WALKII II H niii n TFf - SANITARY TELEVISINGPOINT TD| - TRENCH DRAIN■ I SEDILCNTATION (»NTRa WATTLE SCOIMENTATiaN CONTRa FENCEinn In ROCK CHECKgwgwvi GRASS BUFFER POIMANENT STAaiUZATlON AREA STABIUZED CONSTRUCTION OITRANCEA truck• ROUTE Document Riase: 96% SUBMITTALINLET PROTECTION Date:Auffl8t22, 2016PIC/AIC: Drawn By: Checked By:nOHTLANE Comm. No.:MUST Project TKte Shooting Star Casino - Star Lake TURNnOKT g • om 4' X 4‘ (4* HIGH REFLECTOfilZEO DELINEATOR ANO POST) CUSTOM (RED ON WHITE)ir X IS" it Scale in Feet HALF SIZE PLOT\\ CUSTOM 30' X 30'Sheet TWe08.22.16DATE: SITE PLANREVISED IfTLAfC MUST TUPNLffT REVISED REVISED all REVISEDR3-7 I' X SO­ SO REVISED BENCHMARK Ll^'RECORDiA/mnavDa» LOCATION ELEV.NO.DESCRPTION PROJECT No. 18775-302[XXIBLE 60d SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 TT35R41S9 1334.791 She^ NumberMANAGER:DH SOd SPIKE HI THE NE MOST PIUNG ON THE E SIDE OF T13SR41S9 1335.232 DESIGNER:BMB THE CR C404RAILROAD SPIKE IN 1.1’ COnONWOOO NEAR STAR LAKE ON E. SE ^ORE AT BEND IN N-S ROAD. DRAFTER:TWDT13SR40S181332.453 REVIEWER: JJD cwptfi © setrCMgMaaaeJ St GUTTFR LEGEND AND GUTTER HOGHT FROM 4* TO 1/4’.©EXISTING GAS LINE MARKER EXISTING GAS GATE VALVE EMSTWC POWB POLE EXISTING GUY WRE UTIUTY POJESTAL EXISTING UTIUTY MANHOLE C » COMMUNICATKM E * ELECTRICAL F « FIBER OPTIC T - TELEPHONE TV = TELEViaON TRANS » TRANSFORMER U - UTIUTY (UNKNOWN UTIUTY) EXISTTNG UNDSTQROUND TELEPHONE UNDERGROUND TELEVISION UNDERGROUND FIBER EXISTING UNDERGROUND GAS EXISTING UNWSGROUND OECTRIC 0>«RHEAD ELECTRIC EXISTING SANITARY SEWER NEW SANITARY SEWER EXISTING SANITARY SEWER MANHOLE NEW SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT NEW SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER SERVICE NEW SANITARY SEWER SERVICE EXISTWC SANITARY FORCEMAIN NEW SANITARY FORCEMAM EXISTING WATER MAIN NEW WATER MAIN EXISTING HYDRANT W/GATE VALVE NEW HYDRANT W/GATE VALVE EXISTING GATE VALVE NEW GATE VALVE EXISTING RTTINGS NEW FITTINGS ----------O-------EXISTING WATER SERVICE W/CURB STOP -------- NEW WATER SERVICE W/CURB STOP EXISTING CURB STOP NEW CURB STOP WSULATH3N PER DETAIL EXISTING STORM SEWER NEW ST(»U SEWER EXISTING STORM FORCCMAJN NEW STORM FORCEMAIN EXISTING STORM SEWER CATCH BASM/MANHOLE NEW STWM SEWER CATCH BASIN/MANHOIE EXtSTINC PLUG NEW PLUG EXISTING CULVERT W/FLARED ENO SECTION (FX^) NEW CULVERT W/TLARED ENO SECTION (F£.S.) EXISTING FLARED END SECTION ^.E.S.) NEW FLARED END SECTION (F.E.S.) EXISTING RIPRAP AND GUTTER. TABLE CURB AND GUTTER GUTTIR.AND St DRIVEWAY PAVEMENT. SECTION. CUNINGHAM GROUP PAVEMENT SECTION.© <»SIDEWALK St PATVI <» Cuningham Group ArchitKlm, Inc. St. Anthony Main 201 Main SL SE Suite 325 Minneapolis. MN 55414 GENERAL OPOND. SPHJ.WAY. SEE KTAH_Tel: 612 379 3400 Fax: 612 3794400 wwwxunhighanixomO AREA. —-<®)---------ST---------- TREATMENT F »NG. WATER ACHJTY, TOWER GROUNDS AND WEU. 9TE.moore□ o■ •engineering, inc.< ConsuMng Engineering « Land Surveying 180S East Hr Avenua • Fergus Falls. MInnwota www.inooreen9lneerlnglnccom >> SENCHWARK IRON MONUMENT FOUND EXISTING TRAFFIC 9GNAL ARM EXISTING CLUSTER BOX UMT (CBU) EXISTING WETLAND EXISTING CURB AND CUTTER NEW CURB AND GUTTER NEW INaOW CURB AND GUTTER (MOUHTABLE/KNOCKOOW) NEW OUTFLOW CURB AND GUTTER (MOUNTABIE/KNOCKDOWN) AND (UTTER TRANSIRON FROM MOUNTABLE CURB TO IO40CXDOHN CURB SIGNING 9CN ASSEMBLY.STRIPING NEW UNE. 30* SKIP) CURB AND GUTTER REMOVAL & REPLACEMENT EXISTING ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVY) NEW ASPHALT SUTffACE (REGULAR) r 4 NEW ASPHALT SURFACE (COUNTY HIGHWAY) IM ■ . ■ NEW CONCRETE ajRFACE (REGULAR) SURFACE (HEAVY) EXISTING GRANULAR SURFACE NEW GRANULAR SURFACE REMOVE EXISTING SURFACE DECOftADW CaORED CONCRETE LTIVE COLORED CONCRETE SI0CWALK/MULT1-USE PATH NEW PAINT. NEW NEW ConsultantROW. EXISTING 9GN NEW 9GN EXISTING FENCE EXISTING CHAIN UNK FENCE NEW CHAIN EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POLE NEW UGHT POLE TRAFFIC CONTROL - SINGLE POST 96N TRAFFIC CONTROL - DOUBLE POST SIGN TRAFFIC CONTROL - TYPE 3 SARmCAOE TRAFFIC CONTROL - DRUM TRAFFIC CONTROL - TUBULAR MARKER EXISTING LANDSCAPING NEW LAMISCAHNG # © O existing TREE/RKE CLUSTER NEW DECtOUOUS TREE I hereto cerDfy that tNs plai, epecificalion, or report was prepared by me or under my direct supervision and th^ i a a duly Licensed Professional Engineer under the iaws of the FENCE M <« «X» TT KevmEI Ne rEQ.no. 4S283 DATE.08g2/ie o Revisions No. Date PescripMon© © # *NEW EVERGREEN TREEo EXISTING SHRUB NEW SHRUB ORAINAGC break UNE EnSTING DRAtNAGE OIRECTION FINISHED DRAINAGE DIRECTION * SLOPE FINISHED GRADE EXISTING CONTOUR ELEVATION FMSHED CONTOUR ELEVATION SPOT ELEVATIONS BOC - BACK OF CURB BOW > BACK OF WALKS' CO# - SAM CS# - CONT DIA - ECC - CONCRETE EG - EXISBNG GRADE EOC - EDGE OF CONCI^TE EOP > EDGE OF PAVEMENT EOW - EDGE OF WALK EC - EXISTING GRADE EX - EXISTING FG > FHISHEO GRADE a - aOWLWE HP - l«GH POINT o INV - INVERT LP - LOW POINT MATCH - MATCH Ml > ST(»M SEWER MANHOLE MT# - ST<»?U SEWER TEE MANHOLE - MULTI-MANHOLE - STORM SEWER CATCH BA9N CENTERLINE TARY SEWER Ct£ANOOT TROL STRUCTlKtt DIAMETER EDGE OF CRUSHED MM# : MC -PC - PONT OF CURVATURE PRC - POINT OF REVERSE CUR\€ PT - PONT OF TANGENCY RIM - RIM OF STRUCTURESANITARY SEWER MANHOLE CONCRETE MIDPOINT OF CXfl?VE - TOP OF - TOP OF PAW- TOP OF PIPE row - TOP OF TR# - SANITARY TOR - TOP OF f TD# - TRENCH DRAW WALK TELEVI9NG »S£R RETAINING WALLII SE(»iiENTAllON CONTROL WATTLE SEDMENTATION CONTRa FENCE ROCK CHECK GRASS BUFFER PERMANENT STABIUZATKW AISA nvwystvS TRUCK ROUTE STABU2ED CONSTRUCTICN ENTRANCE Document Phase: 95% SUBMITTALINLET PROTECTION August 22.2016Date: PIC/AIC: Drawn By: Checked By: Comm. No.: Prefect TWe Shooting star Casino- Star Lake • O 4’ X 4* (4' HIGHREFLECTORIZED DEUNEATOR AND POST) Scale in Feet HALF SIZE PLOT.1 STOM X 30- CU»■ Sheet Title08.22.16DATE:I SITE PLANREVISED-I LBTLAiC REVISEDI• MUST REVISEDoTURNLBTiREVISEDR3-7 30- X 30’REVISED BENCHMARK U8TALLmMVAnommta^MNAimNmDaaI RECOF® ELEV.DESCRIPTION LOCATIONNO. PROJECT No. 18775-302XXJ0LE 60d SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 r---------- T13SR41S9 1334.79 Sheet NurntMTDHMANAGER:I 50d SPIKE PILING IN THE NE MOST ON THE E SIDE OF THE CR 133S.23T135R4ISB BMB2DESIGNER: 41 8RIDCE.C-405sS»IKE IN 1.V ) NEAR STAR ON E, SE SHORE AT >10 IN N-S ROAD. RAILROADCOTTONWOOD TWODRAFTER:1332.4ST135R40S183LAKE JJDREVIEWER:BENI3O Ue(WW*wi4I LEGEND ©EMS79NG CAS LINE MARKER EXSPNC CAS GA1E VALNC EXISTING POWER POLE EXISTING GUY WRE EMSTING UT1UTY PQ}E5TAL EXISTING UT1UTY MANHOLE C > COMMUNICATION E - ELECTRICAL RBER OPTIC TELEmONE TV « TELEVISON TRANS - TRANSFORMER U - UTIUTY (UNKNOWN UTILITY) EXISTING UNDERGROUND TELEPHOIE EXISTING UNDERGROUND TELEVISION EXISTING UNDERGROUND FT8ER <>■ Hi, GAS ELECTRIC CUNINGHAM GROUP SANITARY SANITARY SANITARY SEWER MANHOLE NEW SANITARY SEWER MANHOLE EXISTING SANITARY SEWER CLEANOUT NEW SANITARY SEWER CLEANOUT OQST1NG SANITARY SEWER SERVICE NEW SANITARY SEWER SERVICE EXISTING SANITARY FORCEMAW hCW SANITARY FORCEUAIN EXISTING WATER MAIN NEW WATER MAIN EXISTING HYIKANT W/GATE VALVE ICW HYDRANT W/GATE VALVE EXISTING GATE VALVC NEW CATE VALIC EXISTING FITTWCS ICW FITTINCS © 9<1 Cuflln^iu) Group ARtttodure,lnc. SL Anthony Main 201 Main SL SE Suite 325 Minneapolis, 55414o«- Tel: 612 379 3400 Fax: 612 3794400 EXISTING WATER SERVICE W/CURB STOP NEW WATER SERVICE W/CUR8 STOP EXISTING CURB STOP NEW CURB STOP INSULATION PER DETAIL EXISTING STORM SEWER 0 —-<S> ---------ST--------- ---------ST--------- NEW STORM SEWER EXISTING STORM FORCEMASN rCW STORM FORCEMAM OQSTINC STORM SEWER CATCH BA9N/1MNHOLE NEW STORM SEWER CATCH BASIN/UANHOLE EXISTING PLUG NEW PLUG EXISTINC CULVERT W/FIARED END SECTION (F.ES.) NEW CULVERT W/FLAREO D« SECTION (F.E.S.) EXISTING FLARED END SECTION (F.E.S.) NEW FLARED END SECTION (F.E.S.) EXISTING RIPRAP NEW RH^AP BENCHMARK IRON MONUMENT FOUND E»STING TRAFFIC SIGNAL ARM EXISTING CLUSTER BOX UNIT (CBU) 0 moore□ o■ •engineering, Inc.< Consulting Engineering ■ Land SmveyirTg 1808 Em n ^enue ■ Fergus Falls, Minnesota www.niooreenglneerln^nc.com>> gT7«l 3 EXISTING WEnANO CUR8 ANO GUTTER NEW CURB AND GUTTDT NEW INFLOW CURB NEW OUTROW GUTTER (UOUNTABIE/KNOCKOOWN) ANO GUTTER (HOUNTABLE/XNOCKOOWN) CURB ANO GUTTER FROM MOUNTABLE CUI« TO KNOCKDOWN CURB AND GUTTER REMOVAL & REPLACEMENT ASPHALT NEW ASPHALT SURFACE (HEAVY) "ACE ICW ASPHALT SURFACE (REGULAR) new asphalt surface (county highway) ICW concrete surface (REGULAR) surface (HEAVY) NEW MEW GRANULAR SURFACE LTIVE NEW LT1VE CONCRETE ConsultantPANEL I her^ certify that this plan, specification, or report was prepared by me or under my direct supwvision and that I am a duly Lkwnsed Professional Engineer under the laws of the state ^Minnesota./ . NEW 96N EXISTING FENCE EXIStmC CHAIN LINK FENCE FENCE EMSTIKG WOOD FENCE NEW WOOD FENCE EXISTING UGKT POLE ICW UGHT POLE TRAmC CONTROL - 9NGLE POST SIGN TRAFFK CONTROL - DOUBIX POST 9GN TRAFFIC CONTROL - TYPE 3 BARRICAOE TRAFFIC CONTROL - DRUM TRAFFIC CONTRa - TUBULAR UARKOt EXISTING LANDSCAPING ICW LANDSCAPING NEW CHAIN tf «>0 TT KavkiXl e DATE:0Stt2n6 REG. NO. 48283o Revisions No. Date♦ © C3 EXISTING TREE/TREE CLUSTER Description© ©NEW DECIDUOUS TREE# •NEW EVERGREEN TREEo EXISTING SltfKJB NEW SHRUB DRAINAGE BREAK LWE EXISTmC ORAINACe DIRECTION FINISHED DRAINAGE DIRECTKM & SLOPE FMISMCD GRADE EXtSimC CONTOUR ELEVATION FWISHEO CONTOUR ELEVATION SPOT ELEVATIONS o HI —Mj.o— BOO - BACK OF CURB MV - INVERT BOW - BACK OF WALK LP - LOW PONTC8# « STORM SEWER CATCH BA9N MATCH - MATCH CL - CENTERLINE CO# - SANITARY SEWER CLEANOUT CS| > CONTROL STRUCTURE 0<A - E»AMETER ECC - EDGE OF CRUSHED CONCRETE EG - EXISTING GRADE EOC « EDGE OF CONCRETE EOP - EDGE OF PAVEMENT EOW - EDGE OF WALK EG - EXISTING GRADE EX - EXISTING F6 - FINISHED FL - FLOWUNE HP - HIGH PONT MANHOLE STORM SEWER TEE MANHOLE « MULD-MANHOLE MC - MIC»»0»NT OF CajRVE PC - POINT OF CURVATURE PRC - PCXNT OF REVERSE 0«VE PT -= POINT OF TANGEHCY RIM - RIU OF STRUCTURE S# > SANITARY SEWER MANHOLE TOC - TOP OF CONCRETE TOP - TOP OF PAVEMENT TOP - TOP OF PIPE TOW - TOP OF WALK TR# - SANITARY TOR - TOP OF RETAMMC WAa TD# - TRENCH DRAW GRADE II SEDIMENTATION CONTRa WATTLE SEDIMENTATION CONTRa FENCE ROCK CHECK bVxWWI CRASS BUFFER PERMANENT SrmJZATION AREA STABHJZED CONSTRUCTION EWTRANCC Document Phase: 95% SUBMITTALIMET PROTECTION August 22,2016Date: PlC/AlC: Drawn By: Checked By: Comm. No.: Project TItte Shooting Star Casino - Star Lake I HALF SIZE PLOT g Sheet Title08.22.16DATE: -I UTIUTY PLANMFW STRUCTURE SCHEDULE REVISED css - 4S*» (NEENAH R-1733) RIM: 1333.50 W mv^. 133Z15 E 1332.15 UI5 - 48*0 (NEENAH R-3067-VB) RIM: 1345.16 NW INV: 1337.66 KE INV: 1337.66 S INV 1337 Ml 6 - 48*0 (NEENAH R-3067-L) RIM: 1345.501339.22 Ml 7 - 48*0 (NEENAH R-3067-VB) RIM: 1345.50 SW MV. 1338.86 MI8 - 46*0 M22 - 48*0 (NEENAH R-1733) RIU: 1336.50 N WV 133^03 NW MV 1332.03 S MV 1332.03 U23 - 48*0 (NEENAH R-3067-VB) RIU: 1337.60 N MV 1332.40 SE MV. 133Z40 U24 - 48*0 (NEENAH R-3087-\fi) RIU: 1337.50 S MV 1332.60 _. - 84*0 (NEENAH R-1733) RW: 1337.50 N£ MV 1331.65 W INV 1331.65 U8 - 60*0 (NEENAH R-2S60-E5) RIU: 1341.55 N MV 1332.97 S MV 1332.97 - 60*0 (NEENAH R-2S60-ES) RIU: 1341.06 N MV: 1333.33 S INV 1333.33 U10 - 80*0 (NEENAH R- RHI: 1340.70 N INV. 1333.72 S INV 1333.72 Mil - 60*0 (NEENAH R- RIU: 1339.92 N MV 1334.42 SW INV 1334.42 e INV 1334.42 I UTIUTY NOTATIONS - STORM SEWER REVISED i CONNECT TO EXISTING CULVERT.REVISED<0>STORM SEWER PLUG MSULATE BELOW ST0RU/A8O^ WATER MAM. (4) - 20" PERFORATED 4* P.V.C DRAMTHE (TYP.). TOl M2 - 84*0 (NEENAH R-1733) RM: 1343.50 E INV: 1332.18 SW MV. 1332.18 M3 - 84*0 (NEENAH R-2S60-ES) RIU: 1341.15 N MV 1332.76 E MV 1332.76 SE MV 1332.76 W MV. 1332.76 U4 - 48*0 (NEDIAH R-2560-ES) RIM: 1341.25 NW MV 1335.79 M5 - 48*0 (NEENAH R-1733) RIU: 1350.10 N INV 1341.04 S MV 1341.04 W INV 1337.39 M6 - 48*0 (NEENAH R- RIU: 1348.30 N INV 1342.30 M7 - 48*0 (NEENAH R- TIU: 1 Scale in Feet(NEENAH R-4996-C 8* BOTTOM OURrt) RIU: 1332.90 C WITH REVISED I REVISEDSEAPPROXlUA MTH ARCHI TE ROOF ORAM LOCATION. VERFY ITECTURALAIECHANICAL plans.BENCHMARK USf : 8HPtmMB MOVDM cot RECORD1350.00 E MV: 1343.01 SW MV 1343.01 002 RM: 1 e INV 1342.12 NW MV 1342.12 081 - 30*0I349.M SW MV1345.84 ^ - 30*01346.^ N MV 1345.84 1334.53 S MV 1326.32 NW MV 1326.22 2560-ES)I ELEV.>T10N LOCAnONNO. (2) - 20" PERFORATED 4* P.V.C. DRAMTUE (TYP.).PROJECT No. 18775-302350.20 XXJBLE 60d SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 r---------- T135R41S9 1334.79 U2S - 48*0 (NEENAH R-1733) HU: 1336.00 (NEENAH R-2S80-ES) RM: 1341.00 E MV 1336.00 Sheet Number(2) - 10‘ PERFORATED 4* P.V.t DRAWTILE (TYP.).MANAGER: DH 2S60-E5) 50d SPIKE IN THE 1^ MOST PIUNG ON THE E 9DE OfN INV 1331.60 5 INV 1331.60 CSl - 48*0 (NEENAH R-1733) RIM: 1336.00 W MV 1332.15 S£ MV 1332.15 FLOOR: 1330.16 1335.23THET135R41S92 DESIGNER:BMB Ml 9 - 48*0 (NEENAH R- HM: 1340.05 NW INV 1332.71 S MV 1332.48 U20 - 48*0 (NEENAH R-3067-VB) RIM: 1339.45 N INV 1332.24 S MV 1332.24 M21 - 48*0 (NEENAH R-3067-ie) RM: 1341.50 S MV 1335.50 THE CRs3067-yB) C-406RAILROAD SPIKE IN 1.1 ’ STAR E. SE SHORE AT M N-S ROAD. TWDDRAFTER: U12 - 60*0 (NEENAH R-2560-E5) RIM: 1342.50 ?!T135R40S16 1332.453 LAKE ONIE MV 1335.78 S£ INV 1335.78 W MV. 1335.78 U13 - 48*0 3067-DR/a) (NEENAH R- I RIU: 1341.631336.67 U14 - 48*0 /Dl) (NEENAH R-3067-W) RIM; 1342.19 E MV 1336.02 JJDREVIEWER: i m:CS2 - 60*0 (60* HAAU POND SKIMMER) RIU; 1335.00 NW INV 1331.50 MV 1331.50 1329 I 3067-ve) QMM © »b|Crt#Bas«MIMN,te (WItewRMMeSEFLOOR:.503067-DR 348.30 MV: 1342.28 LEGENO ©EXISTH4G GAS UNC UARICT EXISTING GAS GATE VALVE EXISTING POKER P0l£ EXtS'RNG GUY WIRE EXISTING UTKJTY PEDESTAL EXISTING UTHJTY MANHOLE C - COMMUNICATION E » ELECnOCAL F = FIBER OPTK T - TELEPHONE TV » TELEVISION• transformer U - UHUTY (UNKNOWN UTIUTY) EXISTING UNDERGROUND TELEPHONE ■O' (3> CUNINGHAM GROUPEXISTING SANITARY SE«B NEW SANITARY SEWER EnSTMG SANITARY SEWER MANHOLE NEW SANITARY SEWER MANHOLE EXISTING SANITARY SEWER CLEANOUT NEW SANITARY EXISTING SANITARY SEWER SERVICE NEW SANITARY SEWER SERVICE EXISTMG SANITARY FORCEMAJN NEW SANITARY FORCEMAM EXISTING WATER MAIN NEW WATER MAIN EXISTING HYDRANT W/GATE VALVE MEW HYDRANT W/GATE VALVE EXISTING CATE VALVE NEW GATE VALVE <J<V3«J^[Ri existing FITTINGS new FITTINCS ----------o----------EXISTmC WATER SERVICE W/CURB STOP NEW WA1ER SERVICE W/tURB STOP EXISTING CURB STOP NEW CURS STOP nSULATIQN PER DETAIL EXISTING STORM SEWER NEW STORM SEWER EXISTING STORM FORCEMAIN NEW STORM FORCEMAIN EXISTING STORM SEWER CATCH BASIN/MANHOi£ NEW STORM SEWER CATCH BAStN/UANHOlE EXISTING PUX: NEW PLUG EMSTING CULVERT W/FLARCD END SECTIOH (FXA) NEW (XX-VERT WAlAREO END SECTION (F.E.S.) EXISTING FLARED END SECTION (F.E^) NEW FLARED Elffl SECTION (F.E.S.) EXISTING RIPRAP NEW RIPRAP BENCHMARK ---------SS--------- © <»<»CLEANOUT Cuninghm Group Aiditocturi, Ine. SL Anthony Main 201 Main SL SE Suite 325 Mirme^x)lis, MN 55414O ♦ Tel: 612 379 3400 Fax: 612 3794400 wwwxuntnghaflLcoffl O -------ST- moore□ o■ •engineering, inc.•<3 4 Corrsultfng Engineering • Land Surveying 1808 East Fir Avenue* Fergus Fads, Mlrmasota www.mooreenglneeringlnc.com >> EXISTING TRAFRC ' EXISTING CLUSTER ARM UNIT (C80) NEW CURB ANO GUTTER NEW INFLOW CURB AW GUTTER (MOUNTABLE/KNOCKDOWN) NEW OUTFLOW CURB AND GUTTER (MOUNTABLEANOCKDOWN) CURB ANO GUTTER TRANSITION FROM MOUNTABLE CURB TO KNOCKDOWN CURB CURB ANO GUTTER EXISTING ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVY) NEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SURFACE (COUNTY HIGHWAY) EXISTING CONCRETE SURFACE NEW a REPLACEMENT NEW CONCRETE SURFACE (HEAVY) EXISTING GRANULAR SURFACE NEW GRANULAR SURFACE REMOVE EXISTING SURFACE CONCRETE NEW DECORATIVE COLORED CONCRETE EXISTING DECORAHVC new concrete sidewalk/multi-use path Consultant NEW detectable EX1ST1NC SIGN NEW SIGN EXISTING FENC£ EXISTING CHAIN UNK FENCE HEW CHAIN EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POLE NEW U6HT POLE TRAFFIC CONTOOL - I hereby certify that this plan, Bpecificalion, or report was prepared by me or under my direct supwvision and that I am a duly Licensed Profession^ Engineer under the laws of the FENCE MiSt 0 jX* POST 96N TRAFFIC CONTROL - DOUBLE POST SGN IT Kevin JnNTRAFFIC CONTROL - TYPE 3 BARRICADEeTRAFFIC CONTROL - DRUM REQ.no. 45283DATE: 06/22/16TRAFFIC CONTRa - TUBULAR MARKER EXISTING LANDSCAPING NEW LANDSCAPING ♦ © O existing TREE/TREE CLUSTER Revisions No. Pate Description © ©NEW DEODUOUS tree# •NEW EVERGREEN Tl^o existing shrub NEW SHRUB drainage break une existing drainage DIRECTION FMSHED DRAWACE DIRECTION « SLOPE FMSHEO GRADE EXISTING CONTOUR ELEVATION FINISHED CONTOUR ELEVATION SPOT ELEVAl o 2.0X •""■6840—* ""«»40---- INV - LP - MATCH - MATCH M# K STCXTM SEWER MANHOLE MT# - STORM SEWER TEE MANHOLE MM# = MULTI-MANHOLE MC - MIDPOINT OF CURVE PC « PONT OF CURVATURE PRC - POINT OF REVERSE CURVE PT «« PONT Of TANGENCY Rm - RIM OF STRUCTURE S# ■« SANITARY SEVCR MANHOLE TOC - TOP OF CONCKTE TOP - TOP OF PAVEMENT TOP - TW> OF PIPE - TOP OF Y SANITARY TOP OF RETAINBIG WALL TD# - TRENCH DRAIN INVERT LOW POINT60C - BACK OF BOW - BACK OF C8# a - CURB WJUJ< - STORM SEWER CATCH BASW CO# " SANITARY CS# - CONTRa STRUCTURE CLEANOUT CONCRETE EG - EOC - EDGE OF 'EOP - EOCe OF PAVO EOW - EDGE OF WALK EC - EXISTING GRADE EDGE OF CRUSHED EXISTING GRADECONCRETE EXISTING FG • FINISHEO GRADE FL - FLOWUNE iR HP - HKH POINT I ■ ■ SEDIMENTATION CONTRa WATTLE SEDIMENTATION CONTRa FENCE ROCK CHECK iVW-xVSS CRASS BUFFER PERMANENT STABtUZATION AREA STABIUZEXI CONSTRUCTION ENTRANCE Document Phase: 95% SUBMITTALWirr PROTECTION August 22,2016 Date: PIC/AIC: Drawn By: Checked By; Comm. NojPtx^ectnif Shooting Star Casino - Star Lake HALF SIZE PLOT Sheet Tftla UTILITY PLAN DATE:06.22.16 REVISED: css - 46'«M22 - 46*#Ml 5 - 48‘*(NEENAH R-3067-VB) RIM; 1343.16 NW INV 1337.66 NE INV: 1337.66 1337.66 H16 - 48*» (NEENAH H- RIM: I343.S0 SE mV; 1339.22 M17 - 48’e (NEENAH R- RIM; I343.S0 SW INV 1336.86 M16 - 46*« (NEENAH R-2560-ES) RIM: 1341.00 E INV 1336.00 M19 - 4S*« (NEENAH R- RIM: 1340.05 NW INV 1332.71 S INV 1332.48 M20 - 48'*(NEENAH R-3067-VB) RIM; 1339.45 N INV 1332.2 S INV 1332.2 U21 - 46*4 (NEENAH R- KM: 1341.50 S INV 1335.50 (NEENAH R-1733) RIM; 1333.50 W INV 1332.15 E MV 133Z1S (NEENAH R-1733) RIM: 1336.50 N INV 133Z03 NW INV 1332.03 S INV M23 - 48’e (NEENAH R-3067-VB) RIM: 1337.60 N INV 1332.40 SE MV 1332.40 M24 - 46*« (NEENAH R- RIM: 1337.50 S MV 1332.60 M2S - 48*e (NEENAH R-1733)RIM: 1336.00 N INV 1331.60 S INV 1331.60 CS1 - Ag"* (NEENAH R-1733) ISM: 1336.00 W INV 1332.15 SE MV 1332.15 FLOOR: 133ai5 REVISED: (NEENAH R-2S60-ES) RIM: 1341.55 N MV 1332.97 S MV 1332.97 M9 - 60*«(NEENAH RIM: 134 N INV 1333.33 S MV 133133 (NEENW R-1733) RIM: 1337.50 NE INV 1331.65 W MV 1331.65 <S>CONNECT TO EXISTING CULVERT. REVISED:o 1332.03 S INVI TDl STORM SEWER PLUG.Scale in FeetM2 - B4*e (NEENAH R-1733) RIM: 1343.50 E INV 1332.18 SW MV; 1332.18 M3 - 84*# (NEENAH R-2560-E5) RIM: 1341.13 N MV 1332.76 E MV 1332.76 SE INV 1332.76 W MV 1332.76 - 48*e(NEENAH R-2560-ES) FBM: 1341.25 NW INV 1335.79 US - 43‘0 (NEENAH R-1733) RIM: 1350.10 N INV 1341.04 INV 1341.04 MV 1337.39 U6 - 48'e (NEENAH R N INV M7 - 48*e U14 - 48*» (NEENIW R-3087-0R/1X.) (NEENAH R- RIH: 1348.30 RM: 1342.19S WV 1342.28 E IN REVISED: (NEENAH R-4996-C WITH 8* BOTTOM OUTLET) RIM: 1332.90 MV _______ R-2560-E5) 1.06 3067-L) STORM/ABOVe WATER MAIN. LTE ROOF DRAM LOCATION. VERIFY REVISED: BENCHMARK U8TALLmMVAmmtHOWNA/tMNaVD2m C01 M10 - 60’* (NEENAH I RIM: 1340. .N INV 1333.72 S MV 1333.72 RECORD:6 1350.00 E INV 1343.01 SW MV 1343.01 C02 RIM: 1 E INV 1342.12 NW MV 1342.12 C81 - 30'# R-2560-E5) .70 3067-VB)(ll (4) - 20" PERFORATED 4' P.V.C. ORAINTKE (TYP.). 3067-VB)ELEV.LOCATIONDESCRIPTIONINO. PROJECT No. 18775-302(2) - 20-4' P.V.C. DRAMTllE (TYP.).3Sa20 DOUBLE 60d SPIKES IN 'WE E FACE OF THE N PILE CAP AT CR 41 S T13SR41S9 1334.79 Sheet Number- 60-# (NEENAH R-2560-ES) RIM: 1339.92 N INV 1334-42 SW MV 1334.42 E INV: 1334.42 U12 - 6D*«(NEENAH R-2560-ES) RIM: 1342.50 E INV: 1335.78 SE MV: 1335.78 W INV 1335.78 M13 - 48’# /DL) (NEENAH R-3067-VB) RM; 1341.63 W INV 1336.67 t (2) - 10' PE3W0RATED 4' P.V.C. ORAINTKE (TYP.). BRIDGE.DHMANAGER: }0d SPIKE IN THE NE MOST PIUNG ON THE E SIDE OF THE CR 41 BRIDGE. I T13SR41S8 1335.23 BMB Li: 1349.M SW INV1345.84 DESIGNER:2 9 3067-VB)C-407AILROAO SPIKE IN 1.1' WOOD NEAR STARi DRAFTER:TWDRi____COTTON LAKE ON E. SE SHORE AT BEND IN N-S ROAO. C82 - 30'e 1332.43Tt36R40St83 M4; 1346.^ N MV: MM: 1334.63 S INV 1326.32 NW MV CC JJDREVEWER:a 1345.84gI:4 CS2 - 60’* (60* HAALA POND SKIMMER) RW: 1336.00 NW INV 1331.50 INV 1331.50 1329 5 -3067-DR 1326.223067-W)346.301342.30 SE .50FLOOR;3067-VB) V: 1336.02 LEGEND ©EXISDNC GAS UN£ MARKER EXISTING GAS GATE VALVE POWER POLEGUY ua UT1UTY UTXJTY MANHOLE E - ELECTRICAL * FBER OPTK TELEPHONE TV * TELEVISON TRANS • TRANSEOineR - UTIUTY {UNKNOWN UTHJTY) EXISTM6 UNDERGROUND TEI^mONE EXISTING UNDERGROUND TELEV190N EXISTING UNKRGROUND FIBER EXISTING UNOO^GROUNO GAS EXISTING UNtCRGROUNO ELECTRIC EXISTING OVERHEAD ELECTTQC EXISTING SANITARY SEWER NEW SANITARY SEWER EXISTING SANITARY SEVCR MANHOLE NEW SANITARY SEWER MANHOLE EXISTING SANITARY SEWER CLEANOUT NEW SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER SERVICE NEW SANITARY SEWER SERVICE EXISTING SANITARY FORCEMAIN NEW SANITARY FORCEUAM EXISTING WATER MAIN NEW WATER MAIN eXBTINC HYDRANT W/GATE VALVE NEW HYDRANT W/GATE VALVE EXISTING GATE VALVE NEW GATE VALVE EXISTINC FITTINGS new fittings CUNINGHAM GROUP ---------SS---------- <»<» Cunlnghiffl Group ArchitKture, bK. St Anthony Main 201 Main St SE Suite 325 Minneapoits, MN 55414O «- Tel: 612 379 3400 Fax: 612 3794400 EXISDNG WATER SERVICE W/CUR8 STOP NEW WATER SERWCE W/CUR8 STW> EXiSTMG CURB STOP NEW CURB STOP INSIAADON PDi DETAIL EXtSDNG STORM SEWER NEW STORM SEWER EXISTING STORM FORCEMAIN NEW STORM FORCEMAIN EXISTING STORM SEVER CATCH BASIN/MANHOLE NEW STORM SEWER CATCH 8ASN/MANH0LE EXISTING PLUG NEW PLUG EXSDNG CULVERT W/FLARED END SECTXM (F.EA) NEW CULVERT WALARED END SECTION (F.E.S) EXISTING FLARED END SECTXM (F.E^) NEW FLARED END SECTXM (FE.S) wwwxumnghanuomo ——<S) 0 moore□ o■ •engineering, inc.<4 Consulting Engineering • Land Surveying 1W8 East Rr Avenue • Fergus FaNs, Mnnesota)-----<wwwjnooreenglneerlnglnc.coni>> EXISTING RIPRAP NEW RIPRAP rCHMARK IRON MONUMENT FOUND EXISTING TRAFFIC SIGNAL ARM EXISTM6 CLUSTER PT7^ UNIT (C8U) EXISTING WETLAND EXISTING CURB AND GUTTER NEW CURB AND GUTTER NEW INFLOW CURB AND GUTTER (MOUNTABLE/KNOCKDOWN) NEW OUTFLOW CURB AND GUTTER (MOUNTABIE/KNOCKDOWN) NEW KNOCKDOWN CURB AND GUTTER TRANSITION FROM MOUNTABLE CURB TO KNOCKDOWN OJR8 CURB AND GUTTER REMOVAL * REPLACEMQ4T EXISDNG ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVY) MEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SURFACE (COUNTY HOMWAY) EXISTING CONCRETE SURFACE NEW CONCRETE SURFACE (REGULAR) NEW CONCRETE SURFACE (HEAVY) EXISDNC GftANUUW SURFACE NEW GRANULAR SURFACE REMOVE EXISTING SURFACE EXISDNG DECORATIVE COL(»ED CONOtETE NEW OECORADVE COLC MEW CONCRETE S1DEWALK/)4ULD-USE PATH NEW DETECTABLE WARNMG PANa EXISTING SKM NEW SKM EXISTING FENCE EUSTING CHAIN UNK FENCE NEW CHAIN UNK FENCE FENCE CONCRETE Consultant I hereby certify that this plan, ^)ecffication, or report was prepared by me or under my direct supervision text that I am a di^ Licensed Professional Errgineer under the laws of the state if Minrresota. / * EXISTING NEW FENCE EXISTING LIGHT POLE NEW UCHT POLE TRAFTTC CONTROL - SMOE POST SIGN TRAFFIC CONTROL - DOUOf POST SIGN TRAFFTC CONTROL - TYPE 3 BARRICAIK TRAFFIC CONTROL - DRUM TRAFFK: CONTROL - TUBULAR MARKER EXISTING LANDSCAPING NEW LANDSCAPING EXISTINC TREE/TREE CLUSTER TT KevinNeDATEOSaa/W REQ.no. 45283o Revisions No. Prte♦ ©O Description0 ®NEW OEOOUOUS TREE# •NEW EVERGREEN TREEo EXISTING SHRUB NEW SHRUB DRAINAGE BREAK UNE EXISTING CMAINAGE DIRECTION FMISKEO DRAINAGE DtRECTION A SLOPE 0 2^^ FMISHED GRADE EXISDNG CONTOUR ELEVATION FINISHED CONTOUR ELEVATKM SPOT ELEVATIONS/S“ BOC - BACK OF CURB BOW - BACK OF WALK C8# - STORM SEWER CATCH BASM CL - CENTORLINE CO# • SAM CS| • CONI DIA > DIAMETER ECC - EDGE OF CRUSHED CONCRETE EG • EXISTING GRAX EOC » EDGE OF CONCRETE EOP - EDGE OF PAVEMENT EOW - EDGE OF WALK EG - EXISTINC GRADE EX - EXiSTMG FG - FINISHED FL - FLOWUNE HP - HIGH POINT INV • INVERT LP - LOW PONT MATCH - MATCHM# - STORM SEVCR MANI MT# - STORM SEWER TEE MM# « HULD-MANHOLE MC - MIDPaNT OF CURVE PC - POINT OF CURVATURE PRC - PONT OF REVERSE CURVE PT - POINT OF TANCENCY RIM - RIM OF STRUCTURE S# « SANITARY SEWCR MANHOLE TOC - TOP OF CONCRETE TOP - TOP OF PAVEMENT TOP - TOP OF PIPE TOW - TOP OF WALK TR# - SANITARY TELEMSING RISER TOR - TOP OF RETAINING WAU. TD# - TiraiCH DRAM TARY SEWER CLEANOUT MANHOLE TRa STRUCTURE GRADE ■ II SEDIMENTATION CONTROL WATTIE SEOIMENTATKM CONTROL FENCE ROCK CHECK tWWxVi GRASS BUFFER PERMANENT STABHJZATION AREA STABLIZED CONSTRUCRON ENTRANCE Document Phase: 95% SUBMtTTALINLET PROTECDON Date;August 22,2016PIC/AIC: GRADING NOTATIONS Drawn By:O MATCH INTO EXISTING CONTOUR ELEVATION.Checked By:<S>SEE STRUCTURAL PLANS.Comm. No.:<3>Pn4«tTWe Shooting Star Casino - Star Lake SEE LANDSCAPE PLANS.<^> sSTING TREES TO iSMAIN iTUfSANCE TO OCCUR Wl . NOITH 90 FEET. HALF SIZE PLOT.1 0 30 I Scale in Feet Sheet TitieDATE:08.22.16•I GRADING PLANREVISED<»BENCHMARK UST REVISEDoLOCATIONELEV.i REVISED ______60d S>IKES IN THEE FACE OF THE N PILE CAP AT CR 41 BRIDGE. T13»t41%1334.79 i REVISED 60d SPIKE IN THE NE li -- ON THE E SK5E OF THE CR MOST T135R41S3 1335.232 REVISED 41 BnOGE.I RAILROAD SPIKE IN 1.1’ 1000 NEAR STARin’ RECORD:I 3 T135R40S18 1332.45 LAKE ON SHORE AT N-S ROAD. 5 PROJECT No. 18775-302 Sheet NumberMANAGER: DH DESIGNER:BMBs C-408DRAFTER: TWD §REVIEWER:JJDcS LEGEND EXISTING GAS LINE UA>«£R EXISTING GAS GATE VALIC EXISTING POWER PCl£ EXISTING GUY WIRE EXISTING UTIUTY f^DESTAL EXISTING UTIUTY UANHOLEELECTRICAL TELEPHONE TV - TELEV190N U - UTIUTY (UNKNOWN UTKJTY) EXISTING UNDERGROUND TELEVISION -TV--------- EXISTING UNDERGROUND HBERGASEXISTING EXISTING ELECTRICC CUNINGHAM GROUP EXISTING OVERHEAD ELECTRIC -ONE-------- EXISTING SANITARY NEW SANITARY SEWER EXISTING SANITARY SEWER UANHOLE MANHOLE CLEANOUT NEW SANITARY SEWER CLEANOUT © NEW SANITARY EXISTING SANITARY 9 9 EXISTING SANITARY NEW SANITARY SEVCR SERVICE Cuninghan Grmip ArGMtdin,kK.EXISTING SANITARY FORCEMAiN NEW SANITARY EXISTING WATER MAIN NEW WATER MAM EXISTING HYDRANT W/GATE VAL>€ NEW HYDRANT W/GATE VALVE EXISTING GATE VALVE NEW GATE VALVE EXISTING FimNGS hEWFITTINCS St Anthony Main 201 Main St SE Suite 325 MinneapoCts, MN 55414■O Td: 612 379 3400 Fax: 612 379 4400 EXISTING WATER SERIACE W/CURB STOP NEW WATER SERVICE W/CUI® STOP EXtSTMG CURS STOP wwwxuninghamxom o INSULATION PER DETAIL EXISTING STORM SEWER NEW STORM SEWER EXISTING STORM FORCEMAIN NEW STORM FORCEMAIN EXISTING STORM SEWER CATCH BASW/UANHOE NEW STORM SEW0T CATCH BASIN/UWHOLE EXISTING PLUG NEW PLUG E»STING CULVERT WALAREO END SECTKW (F.E.S.) 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Mnneeata>_--_<www.mooreenglneeringinc. >> my«i NEW CCNCRETE SURFACE (REGULAR) NEW CONCRETE SURFACE (HEAVY) K5Si!|^Aif3gg EXISTING GRANULAR SURFACE NEW GRANULAR SURFACE REMOVE EXISTING SURFACE SfcHHfcWJM EXISTING DECORATIVE COLORED CONCRETE NEW CSCORAT1VE COLORED CONCRETE NEW CONCRETE SOEWALK/MULTl-USE PATH NEW KTECTABLE WARNING PANEL EXISTING SIGN NEW SIGN EXISTING FENCE EXISTING CHAIN LINK FENCE NEW CHAIN UNK FENCE EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POLE NEW UGHT POLE TRAFFIC CONTROL - SINGLE POST SIGN TRAFFIC CONTROL - OOUOE POST SIGN TRAFTIC CONTROL - TYPE 3 BARRCADE TRAFFIC CONTROL - DRUM TRAFTIC CONTROL - TUBULAR MARKER EXISTING LANDSCAPING NEW LANDSCAPING ♦ © O EXISTING TIEE/THEE CLUSTER NEW OEaOUOUS TREE Consultant I hereby certify that this plmi, specification, or report was prepared by me or under my direct supervision and that I am a duty Licensed Professional Engineer under the laws of the state ^Minnesota./ . TT K»Al.Ne DAT&oaaaie REaNO. 4S28So No. Data Poacriptfon© ® # •NEW EVERGREEN TREEo EXISTING SHRUB NEW SHRUB DRAINAGE BREAK UNE EXISTING DRAINAGE DIRECTION FINISHED DRAINAGE DK^CTION S SLOPE FTNtSHEO GRADE EXISTING CCHTOUR ELEVATION FINISHED CCWTOUR ELEVATKM SPOT ELEVATIONS o BOC • SACK I BOW •• BACK ( C8| > STORM CL -CO# - cs# -DIA - ECC - CONCRETE EG - EXISTING GRADE EOC - EDGE OF CONCf^ eOP • EDGE OF PAVEMENT EOW - EDGE OF VULK - exiSTlNC GRADE- EXISTING FG - FNSHED GRADE FL - aOWUNE HP - HGH PONT OF CURB OF WALK I SEWER CATCH BASIN MV - INVERT LP - LOW POIN MATCH-3W POINT " I - MATCH M# « STORM SEWER MANHOLE MT# - STORM SEWER TEE UANHOLE MM# > MULTI-MANHOLEMIDPOINT OF CURVE “ OF CURVATURE REVERSE CURVE TANGENCY STRUCTURE TARY SEV£R MANHOLE CONCRETE ■ VEMENT CENTERLINE SANITARY SEWER CLEANOUT CONTROL STOUCTURE OAWETER EDGE OF CRUSHED MM# ^ » POINT L PRC - POINT PT - POINT C RIM - RIM OF S# > SANI TOC - TOP TOP - TOP OF PAVI TOP - TOP OF PIPE TOW - TOP TR# - SANITARY TOR - TOP OF F Tl>i •• TRENCH ORAM ^OF^- OFEC OF WALK TELEVISNG RISER RETAINING WALLII SEDWENTATION CONTROL WATTLE SEDIMENTATION CONTROL FENCE ROCK CHECK t*xVS<VS<V> GRASS BUFFER PERMANENT STASHJZATICN MEA STABLIZO) CONSTRUCTION ENTRANCE Document Phase: 96% SUBMnTALINLET PROTECTION August 22,2016 Date: PiC/AlC: GRADING NOTATIONS MATCH INTO EXISTING CONTOUR ELEVATKM. Drawn By: Checked By:<§>SEE STRUCTURAL PLANS.Comm. No.:<§>Project TUa Shooting Star Casino - Star Lake SEE LANDSCAPE PLANS /\ EXISTING TREES TO REMAIN \J/ DISTUTOANCe TO OCCUR Wli t/TL feet.N I HALF SIZE PLOT i Scale In FeetI Sheet Title GRADING PLAN DATE:08.22.16 -I REVISED BENCHMARK UST . aUVATlONa SHOWN AIK N0VP ae REVISED NO.DESCRIPTION LOCATION ELEV.i REVISED BOd SPIKES IN THE E OF THE N RLE 41 BRIDGE. DOUBLE I E FACE CAP AT CR §T13»141S9 1334.79§REVISED iOd SPIKE IN THE NE MOST PUNG ON THE E SIDE OF THE CR 41 BRDGE. 2 T135R41S9 1335.23 REVISEDsIRAILROAD SPIKE IN COnONWOOO NEAR LAKE ON E, S£ : BEND IN N-S RECORD3T135R40S161332.45I9IORE AT . ROAD.PROJECT No. 18775-302 Sheet NumberDHMANA(3ER: Si DESIGNER:BMB i C-409DRAFTER: TWO a REVIEWER:JJDg3 LEGEND © UNC MARKER EXtSTINC GAS GATE VALVE POLE GUY UTHJTY PEDESTAL UTHJTY MANHOLEELECTRICAL U - UT1UTY (UNKNOWJ UTKJTY) EXISTING UNDERGROUND TELEPHONE EXISTING UNOERCROUNO TELEVISION --------CHE--------- ELECTRIC CUNINGHAM GROUP EXISTING OVERHEAD ELECTRIC EXISTING SANITARY NEW SANITARY ---------S6--------- © SANITARY SEWER MANHOLE MANHOLE EXISTING SANITARY SEWER CLEANOUT NEW SANITARY SEWER CLEANOUT SANITARY NEW SANITARY SEWER SERVICE NEW SANITARY9 9 SERVICE Cun{ngh«Gro^p Archtoctura, bw.SANITARY FORCCUAIN KCW SANITARY FORCEMAW——«--WATER NEW WATER MAIN EXISTING HYDRANT W/CATE VALVE NEW HYDRANT W/GATE VALVE EXISTIHG GATE VU.VE NEW GATE VALVE EXISTING FITTINGS 444*4^1X1 NEW nTTMCS -------O--------EXISTING WATER SDIMCE W/CL«8 STOP NEW WATER SERIACE W/CURB STOP EXISTING CURS STOP NEW CURB STOP .*—<§) INSULATION PER DETAIL EXISTING STORM SEWER NEW STORM SEWER EXISTING STORM FORCEMAIN HER SITGAU FORCQtrNM □ O EXISTING STORM SEWER CATCH BaSN/MANHOIZ ■ • NEW STORM SEWER CATCH BASm/MANHOl£ EXISTING PLUG HEW PLUG St Anthony Main 201 Main St SE Suite 32S Minneapolis, MN SS414o ♦ Tel: 612 379 3400 Fax: 612 379 4400 o s>mooreengineering, inc.<14 Consultitig Engineering < Land Surveying 1808EastRrAvenue* Fergus Fads,MinnesotaEXISTING CULVERT W/FLARED END SECTION (FXS.) NEW CULVERT W/TLARD} END SECTION (F.E.&) EXISTING FLARED D« SECTION (F.EA) NEW FLARED END SECTKM (F.E.S.) www.mooreenglneerfnglnc.com>> EXISTING RIPRAP NEW RIPRAP BENOIMARK IRON MONUMDIT FOUND EXISTING TRAFRC SKMAL ARM EXISTING CLUSTER BOX UNIT (C8U) EXISTING WETLAND EXISTING CURB AND GUTTER NEW CURS ANO GUTTER NEW INFLOW CURB ANO GUTTER (MOUNTABLEANOCXDOWN) NEW OUTaoW CURB ANO GUTTER {MOUNTABLE/KNOCKDOWN) NEW KNOCKDOWN CURB ANO GUTTER TRANSITION FROM MOUNTABLE CURB TO KNOCKDOWN CURS CURB ANO GUTTER REMOVAL & REPLACEMENT FT7a Kvrf: taa existing asphalt surface NEW ASPHALT ^RFAC£ (HEAVY) NEW ASPHALT SURFACE (REGULAR) t.. NEW ASPHALT SURFACE (COUNTY HIGHWAY) EXISTING CONCRETE SURFACE NEW CONCRETE SLIRFACE (RCGULLR) ___; NEW CONCRETE SUWACE (HEAVY) EXISTING GRANULAR SURFACE NEW GRANULAR SURFACE REMOVE EXISTING SURFACE dfcVOfeiHCHH EXISTING DECORATIVE COLORS) CONCRETE NEW DECORATIVE COLORED CONCRETE NEW CONCRETE SIDEWALKAIULD-USE PATH NEW DETECTABLE WARNING PANEL EXISTING SIGN NEW SIGN EXISTING FENCE EXISTING CHAIN LINK FENCE NEW CHAIN UNK FENCE EXISTING WOOD FENCE NEW WOO FENCE 1)1 ExaSTINC UGHT POLE $ 90 NEW UGHT POLE TRAFFIC CONTROL - SWGIE POST SIGN TRAFFIC CONTRa - DOUBLE POST SIGH TRAFFIC CON-ma - TYPE 3 BARRlCAOE TRAFFIC CONTROL - WtUM TRAFFIC CONTROL - TUBULAR MAftl^ EXISTING LANDSCAPING NEW LANDSCAPING Q EXB11NC TREE/THEE CLUSTER Consultant I hereto certHy that this plan, spedfi^lion, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional En^neer under the laws of the stated Mi TT Kavk).N e DATE:08/22ri6 REG. NO. 4S283e Revisions No. Date 0 Peacrlotton© ©NEW DEQDUOUS TREE0 •NEW EVERGREEN TREEoEXISTING SHRua NEW SHRUB DRAINAGE BREAK UNE EXISTING DRAINAGE DIRECTION FWISHED DRAMAGE DIRECTION « SLOPE o EXISTING CONTOUR ELEVATION CONTOUR ELEVATION SPOT ELEVATiffi; COf~- SANITARY SEWER CLEANOUT CS# - CONTROL STRUCTUtEErc"- CONCWTE EG - EXISDNG GRADE EOC - EDGE OF CONCRETE EOP - Q}CE OF PAVCXtEHT EOW - EDGE OF WAIX - EXISTING GRADE- EXISTING FG - FINISHED GRADE a - aOMUNE HP - HIGH POINT OF CURB Of WALK WV - INVERT LP LOW POINT CATCH BASIN MATCH - MATCHM| - STORM SEWER MANHOLE MT# - STORM SEWER TEE MANHOLE MM# > MULTI-MANHOLE MC - MIDPOINT OF CURVE PC * POINT Of CURVATURE PRC - POINT OF REVERSE CURVE PT » POINT OF TANGENCY WU - RIM OF STRUCTURE S# » SANITARY TOC - TOP OF CONCRETE TOP - TOP OF PAVEMENT TOP • TOP OF PIPE TOW - TOP or V •ARY BACK - STORM MANHOLE 15 WALKTELEVISINis:SANIT,SER TD# - TRENCH DRAW■ II SEDIMENTATION CONTRa WATTLE SEDIMENTADON CONTRa FENCE ROCK CHECK IWVvWI GRASS BUFFER t*?.1 PERMANENT STABHJZATION AREA STA8UZED CONSTRUCTION ENTRANCE Document Phase: 95% SUBMITTALWirr PROTECTION August 22,2016Date: PIC/AIC: GRAOINfi NOTATIONS Drawn By:❖ MATCH INTO EXISTWC CONTOUR ELEVADON.Checked By: SEE STRUCTURAL PLANS Comm. No.:<S>Project TW* Shooting Star Casino- Star Lake SEE LANDSCAPE PLM4S <i> ^5TWG TREES TD REMAM. NO TURBANCE TO OCCUR WITH SO FEET.N \N HALF SIZE PLOTI Scale in Feet Sheet Title08.22.16DATE: -i GRADING PLANREVISED: BENCHMARK USTAU.aLgMA710We«H0WW>MgWaMPa»REVISED:OESCRtf’tlONNO.LOCATION ELEV.I REVISED:§ 60d SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 BRIDGE. 1334.791TT35R41S9 REVISED:8 IN THE NE MOST THE E 3DE OF : 41 BRIDGE. 1335.23T13SR41S9 REVISED:THEIRAILROAD SPIKE IN 1.T COTTONWOOO NEAR STAR LAKE ON E. SE : BEND IN N-S RECORD:I 3 T13SR40S16 1332.45I^QAD.*^ PROJECT No. 18775-302 Sieet NumberMANAGER:DH DESIGNER:BMB a C410DRAFTER:TWD I REVIEWER:JJD i onRN © sntrcaweaacvMiMMinc. («iw#wiw*<»i) LEGENDliiTyT]T EXISTING GAS LINE GAS GATE VALVE I if m POVCR POLE GUT WIREu8 UTIUTY PEDESTAL UTIUTY MANHOLEELECTRICAL OPTIC TV = TELEMSIOK U - UTIUTY (UNKNOWN UTIUTY) ■ TELEPHONE TELEVISION---------TV- GAS ELECTRICE CUNINGHAM GROUP OVERHEAD OECTWC EXISTING SANITARY SEWER -----ss----- ill ff 'iii NEW SANITARY SEWER(D MANHOLE EXISTING SANITARY MANHOLE NEW SANITARY9 CLEANOUT EXISTING SANITARY9 NEW SANITARY SEWER CLEANOUT EXISTING SANITARY ^WER SERVICE NEW SANITARYI I I I I I I I Ctinbigliani Group Archttocbir*, kw.EXISTING SANITARY FORCEMAMA11 NEW SANITARY FORCEMAIN WATER MAIN St Anthony Main 201 Main St SE Suite 325 MinneapoRs, MN 55414 NEW WATER MAIN HYDRANT W/CATE VALVE NEW HYDRANT W/GA7E VALVEoEXISTMG CATE VALVE NEW GATE VALVE EXISTING niTOGS Teh 612 379 3400 Fax: 612 3794400NEW FITTINGS ._0----------EXISTING WATER SERWE W/CUR8 STOP NEW WATER SERVICE W/CURB STOP www.cunliH^unLcom o EXISTING CURB STOP NEW CURB STOP<E) INSULATION PER DETAIL EXISTING STORM SEWER NEW STORM SEWER ---------ST--------- EXISTING STORM FORCEMAW 0 mooreNEW STORM FORCEMAIN□ O EXISTING STORM SEWER CATCH BASIN/UANHOIE NEW STORM SEWER CATCH BASm/MANHOLE■ •engineering, inc. EXISTING PLUG<4 NEW Consulting Engineering • Land Surveying 1808 East RrAvanue* Fergus FaHs, Mnmsota www.mooreenglneeringlnc.comEXISTING CULVERT W/TLARED ENO SECTION (FXA) NEW CULVERT W/FlARED ENO SECTION (F.EA) EXISTING FLARED END SECTION (F.ES.) NEW FLARED END aCTION (F.E.E) >> EXISTING RIPRAP NEW RIPRAPBENCHMARK " \ A IRON MONUMENT FOUND EXISTING TRItfPIC SGNAL ARM EXISTING CLUSTB? BOX UNIT (CSI) EXISnNG WETLAND AND GUTTER EXISTING NEW CURB AND GUTTBI GUTTER (MOUNTABLE/KNOCKDOWN) ■ NEW OUTFLOW CLWffi AND GUTTER (MOUNTASLEANOCKDOWN) NEW KNOCKDOWN CURB AND GUTTER TRANSITION FROM MOUNTABLE CURB TO KNOCKDOWN CURB cm® AND GUTTER REMOVAL * REPLACEMENT NEW INFLOW CLIRB EXISTING ASPHALT SURFACE NEW ASPHALT SUWACE (HEAVY) NEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SURFACE (COUNTY H«HV«Y) EXISTING CONCRETE SURFACE NEW CONCRETE SURFACE (REGULAR) NEW CONCKTE SURFACE (HEAVY) ESKiaSga EXISDNG GRANULAR SL«FACE NEW GRANULAR SURFACE REMOVE EXISTING SURFACE Baeaa'gifB existing decorative CaOREO CWCRCTE GHUTHmH NEW DECORATIVE COLORED CONCRETE b--l.<S>aa.M NEW CONCRETE 5HJEWAU</MULTI-USE PATH Consultant tdggiStSta NEW DETECTABLE WARNING PANEL EXISTING SIGN I hereby certify that this plan, specification, Of report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engiraer under the laws of ttw stafefr Minnesota./ , NEW 9GN EXISTING FENCE EXISTING CHAIN UNK FENCE NEW CHAIN UNK FENCE EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POl£0 NEW UGHT POLE TRAFFIC CONTROL - SINGLE POST SIGN TRAFFIC CONTROL - DOUBLE POST SK3N TT Kevin m TRAFRC CONTROL - TYPE 3 BARRICADEeTRAFFIC CONTROL - DRUM REG.NO^^^_ DATE: 08122/16TRWnC CONTROL - TUBULAR MARKERe EXISTING LANDSCAPING NEW LANDSCAPING♦ © C3 EXISRNC TREE/TREE auSTER DescriptionNo. Date© ®NEW DECIOUOUS TREE# •NEW EVERGREEN TREEo EXISTING SHRUBo NEW SHRUB DRAINAGE BREAK UNE EXISTING DRMNAGE DIRECmON FMISHED DRAINAGE DIRECTKM & SLOPE FMSHED GRADE------8940------ EXISTING CONTOmt ELEVATION FMSHED CONTOUR ELEVATION/S“SPOT ELEVATIONS INV •LP - MATCH ■> MATCH « INVERT ■ LOW POINTBOC - BACK OF BOW - BACK OFCB# > STORM SEWER CATCH BASHi M# > STORM SEVER MANHOLECLEANOUT STORM SEWER TEE UMiHOLE MM# = MULTI-MANHOLE MC - MIDPOINT OF CURVE PC » POINT OF I PRC - POiNT OF PT = PONT OF TAMGENCY RIM - RIM STRUCTURE S# - SANITARY TOC - TOP OF C TOP - TOP OF PAVEMENT TOP - TOP OF PIPE TOW - TOP g{:SANITARY STRUCTURE CURVATURE REVERSE CURVE CONCreTE l§c-.' OF CONCRETE EOP - EDGE OF PAVO EOW - EDGE OF WALK SEWER MANHOLE15:EXISTING Ef:OF WALK TH# - SANITARY TELEVISING BSEHHP - HIGH P«NT TD# - TRENCH DRAW■ ■ ROCK CHECK tWWWI GRASS SUFFER STABIUZARON AREA STABIUZED CONSTRUCTION ENTRANCE Document Phase: 95% SUBMITTALINLET PROTECTION August 22,2016Dtde: PIC/AIC: GRADING NOTATIONS Drawn By: MATCH INTO EXISTING CONTOW? ElEVATKW.Checked By:<§>SEE STRUCTURAL PLANS.Comm. No.:<§>Project Title Shooting star Casino- Star Lake SEE UWDSCAPE PLANS. HALF SIZE PLOT Scale in Feet Sheet Title08.22.16DATE: GRADING PLANREVISED BENCHMARK UST REVISEDLOCATIONELEV.DESCRIPDONNO. REVISED 60d SPIKES IN THE E FACE OF THE N F^LE CAP AT CR 41 BRIDGE- DOUBLE 1334.791 REVISED >0d SPIKE IN THE N£ MOST RUNG ON THE E 90E OF THE CR 41 BRIOGE. 1335.23T1KR41S92 REVISED 1.1’ STAR E, SE SHORE AT BEND IN N-S ROAD. RAAROAD SPIKE IN COnONWOOO NEAR LAKE ON RECORD1332.4$T13SR40S183S PROJECT No. 18775-302 Sheet NumberMANAGER:DH BMBDESIGNER: C-411TWD1DRAFTER: REVIEWER:JJD§cS CWWI ©§ CUNINGHAM GROUP Cunit^ham Group ArdiiMin, Inc. SL Anthony Main 201 Main St SE Suite 325 Minneapoiia, MN 65414 Tet: 612 3793400 Fax: 612 379 4400STOP STW <8>mooreBA9NAIANH0IX engineering, inc. Consulting Engineering • Land Surveying 1608 East Rr Avenue • Fergus Falls, Minnesota www.rrmoreengineerlnglnc.comENO SECTION (F.E.S.) SECTION (F.E.S) I (F.E.S.) (MOUNTABLE/KNOCKDOm) R (MOUNTASl£/KNOCKDO««N) CURB TO KNOCKDOim OJRB k REPLACEMENT CONCRETE PATH Consultant I hereby certify that this plan, spedfication, or report was prepared by me or under my (Sr^ supervision and that I an a duly Licensed Professional Engineer under the laws of theMi SIGN POST SIGN Kevin in DATE--08122/16 RE&NO. 46283 Revidons No. Pale Description a SLOPE INV - LP - MATCH > MATCH INVERT LOW POINT M# > STORM SCWCR MANHOLESTORM SEWER TEE MANHOLE > MULTI-MANHOLE MIDPOINT OF CURVE CURVATURE REVERSE CURVE TANGENCY STRUCTURE SEV€R MANHOLE MM# :MC -PC - POINT OF ' PRC - POINT OF PT » POINT OF RIM - RIM OF 'S# - SANITARY TOC - TOP OF (TOP - TOP TOP - TCP TOW - TOP OF T TR# - SANITARY TOR - TOP OF RET, TD# - TI£NCK ORAM OF PAVEMENT OF PIPEWALKTELEVISINGWALL Document Phase: 95% SUBMITTAL August 22.2016Date: PIC/AIC: Drawn By: Checked By: Comm. No.: Project TMe Shooting Star Casino - Star Lake HALF SIZE PLOT Sheet Title08.22.16 GRADING PLANREVISED: BENCHMARK USTAtifcsvATioweHOWfWAnewavpae REVISED ELEV.DESCRIPTION LOCATKMNO.CDI REVISED KX/BLE 60d SPIKES IN THE E FACE OF THE N RLE CAP AT CR 41 BRIDGE. 1334.79T13SR41^ REVISED BOd SPIKE IN THE NE MOST PHJNG ON THE E 9DE OF THE CR 41 1335.23T13SR41S92 REVISEDBRH>GE. I IKE IN 1.1’ NEAR STAR £, SE SHORE AT IN N-S ROAD. RAILROAD SP COTTONWOOD LAKE ON RECORDT13SR40S181332.453IBEND§PROJECT No. 18775-302 Sheet IkimbwMANAGER:DH DESIGNER:BMB S C-412TWODRAFTER: REVIEWER:JJO Pa I Qn>*I © aHWrCMeaQBeARtlnM.lt IMafetaeir^ Trrrr^A !'■ il il 5 il iilii Itiiti LEGEND• /•l.11;i''ilil! 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I Hi _____________ NEW CONCRETE SURFACE (HEAVY) EXISDNG GRANULAR SUffi^ACEl!/| 11 H 11 /I'I HH'U I ' iNiirrr V|CONCTETE CONCRETE\LDVE/NEW ConsuHmtl!/NEW DETECTABLE PANa /H,l!u I hereby certify that this plan, spedficalion, or report was prepared by me or und^ my dir^ supervision and that I am a duly Licensed Professional Engineer under the laws of the NEW SIGN EWSTING FENCE EXISTING CHAIN UNK FENCE NEW CHAIN EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POLE NEW LHSHT POLE TRAFFIC CONTROL - SINGLE POST SIGN TRAFFIC CONTROL - DOUBLE POST SIGN j I H H I 'iriJ_LLLLL_I'tt/FENCE State « Min if tXflllllHHIi;TT KMl jnN TRAFFIC CONTROL - TYPE 3 BARRICADE TRAFFIC CONTROL - DRUM TRAFFIC CONTROL - TUBULAR MARKER EXISTING LANDSCAPING NEW LANDSCAPING ♦ © O EXISTING TREE/T1«£ auSTER 3 mi-'—eI;:REG. NO. *S283DATE 08/22/16« Revisions No. Pateliii iililiI III!! 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NO SJ/ DISTURBANCE TO OCCUR WITH 80 FET. Comm. No.;<l>PrajKtTWe Shooting Star Casino - Star LakeNI |i!l!11 I !// lit\\Ut m yifii'ii I'J sHi I i 'ill I LV HALF SIZE PLOT\ I\Scale in Feet1 Sheet TWeiDATH;08.22.16 i 1I GRADING PLANREVISED: BENCHMARK LISTAix^avAnomaHowNAKEMomaB REVISEDELEV.LOCADONNO.DESCRIPTION I REVISED XXJBLE 60d SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 BRIDGE. 1334.79TT35R41Sa REVISED IN THE NE MOST THE E SIDE OF ; 41 BRIDGE. BOd SPIKE PUNG ON THE CR 1338.23T135R41S92 REVISED s’-ill,RAILROAD SPIKE IN COTTONWOOD NEAR LAKE ON BENO RECORDT13SR40S181332.453 SHORE AT . ROAD. E. SE : IN N-S I PROJECT No. 18775-302 § Sheet NumberMANAGER:DH BMBDESK3NER: C-413TWODRAFTER: (C REVIEWER:JJOIso CW«I © 8 LEGEND © UNC MARKER GAS GATE VALVE ■o- POLE EXISTING GUY WIRE UTIUTY U El UTIUTY MANHOLEELECTJBCAL U - UTXJTY (UNKNOWN UTMJTY) GAS CUNINGHAM GROUP ------ss-------SANITARY SANITARY SANITARY ^VCR MANHOLE NEW SANITARYSANITARY NEW SANITARYSANITARY NEW SANITARY EXISTING SANITARY NEW SANITARY <»CLEANOUT OEANOUT9 Cuninghara Group SL AntfKNiyMah 201 MamStSE Suite 325 Mffmeapoiis, MN 55414 NEW WAT MAIN HYDRANT W/GATE VALVE NEW HYDRANT W/GATE VALVE GATE VALVE NEW GATE VALVE o-■9 Tel: 612 379 3400 Fax: 612 379 4400 nniNGS SERVICE W/CURB STOP SER\ACE W/CUR6 STOP cm® STOP STOP INSULATION l®R DETAIL SEWER NEW WAT wwwxunbighsiLcom o NEW ^"^1n) NEW STCmM SEWER STORM FORCEMAIN NEW STORM FORCEMAIN STORM SEWER CATCH BASm/MANHOLE CATCH BASIN/MANHOIX 0 moore□ o■ •NEW STCMM engineering, inc.4 PLUG 4 NEW PLUG EXISTING CULVERT W/FlARED ENO SECTION (F.E.S.) 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NojIIIx^<S>X Prelect TMa Shooting Star Casino - Star Lake SEE LANDSCAPE PLANS111\ijBKJir' CMSTINC TREES TO REMAM. NO \J/ DISTURBANCE TO OCCUR WITH !f.■J.XXIIIag 50 FEET.X^I Ny-x^JIIIx^I IIx^II x^I/yII18 f■j acI)y i:\-4. I i XaejyII x^j /y]\l \\t j//II 9 x^\j jiIIx^r /i !I jx^I III'J'IjIIidI I HALF SIZE PLOTx^-I IacXijiilII (IIInil \Scale in FeetI Sheet TitleDATE:08.22.16 I GRADING PLANREVISED BENCHMARK UST“ pj AU. tUVATIONa MHOWN Am NOVD a»REVISEDNarescRiPnoNLOCATION ELEV.i REVISED ______60d SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 F---------- TT35R41S9 1334.79 REVISED <E IN THE NE I ON THE E SIDE PIUNG THE D35R41^1335.23 REVISED THE CRIRAILROAD SPIKE IN COnONWOQO NEAR LAKE ON E. 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EXISTING UT1UTY MAN OPTICTELEPHONE - TELEVISIONTRAN U - UT1UTY (UNKNOWN UTU SFORMER TRANS -JTY) EXISTING UNDERGROUND TELEPHON EXISTING UNDERGROUND TELEVI90N EXISTING UNDERGROUND FIBER CUNINGHAM GROUP EXISTING UNDERGROUND GAS EXISTING UNDERGROUND ELECTRICE EXISTING OVERHEAD QXCTRIC EXISTING SANITARY SEWR NEW SANITARY SEVER©EXISTING SANITARY SEWER MANHOLE NEW SANITARY SEWER MANHOLE EXISTING SANITARY SEVCR CLEANOUT9 9 NEW SANITARY SEWER CLEANOUT Cunlngham Groiq> ArcMtidun, Inc.EXISTING SANITARY SEWER SERVICE NEW SANITARY SEWER SERVICE EXISTING SANITARY FORCEMAM St Anthony Main 201 Main St SE Suite 325 Minne^Mfis, MN 55414 NEW SANITARY FORCEMAIN EXISTING WATER MAIN #7lOf WATEREMSTING HYDRANT W/GATE VALVE NEW HYDRANT W/GATE VALVEoEXISTING GATE VALVE Tel: 612 379 3400 Fax: 612 3794400NEW GATE VALVE <4<3e»S|^j5lj EXISTING FITTINGS new FITTINGS wwwxunlnghanLcom •-0-------EXISTING WATER SERVICE W/CUR8 STOP ----- NEW WATER SOIVICE W/CURB STOPOEXISTING CURB STOP9 NEW CURB STOP INSULATION PER OETAl EXISTING STORM SEWER 0NEW STORM SEWER mooreEXISTING STORM FORCEMAIN NEW STORM FORCOJAIN engineering, inc.□ o EXISTING STORM SEWER CATCH BASm^lANHOLE 1^ STORM SEWER CATCH BASN/MANHOLE■ •Consulting Engineering • Land Surveying 180S East Fir Avenue • Fergua Falls. Minnesota ier1nglnc.comEXISTING PLUG< NEW PLUG www.mooreengine EXISTING CULVERT W/TLARED EM) SECTION (F£.S.)>----< NEW CULVERT W/FLARQ) END SECTION (FX.S.) EXISTING FLARED END SECTION (F.E.S.)> NEW FLARED END SECTION (F.E.S.)> EXISTING RIPRAP BENCHMARK IRON MONUMENT FOUND EXISTING TRAFnC SIGNAL ARMFT?il EXISTING CLUSTER BOX UNIT (CBU) ^ EXISTING WETUND GUTTER EXISTING OIRB NEW CURB AND GUTTER NEW INaOW CURB AND GUTTER (MOUNTABLE/KNOCKDOWN) NEW OUTFLOW CURB AND GUTTER (MOUNTABLE/KNOCKDOWN) NEW KNOCKDOWN CURB AND GUTTER TRANSITION FROM MOUNTABLE CURB TO KNOCKDOWN CURB CURB AND GUTTER REMOVAL Sc REPLACEMENT 2 E»STING ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVY) NEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SURFACE (COUNTY HIGHWAY) EXISTING CONCRETE SURFACE NEW CONCRETE SURFACE (REGULAR) CONCRETE SURFACE (HEAVY) NEW GRANULAR SURFACE REMOVE EXISTING SURFACE\/ // A existing decorative COLORED COICfETE ComuHant NEW DECORATIVC COLORED CONCRETE NEW CONCRETE SIDEWALK/MULTl-USE PATH I hereby certify itiat this plan,NEW DETECTABLE Specification, or report was prepared by me or under my direct superwskxn and that I am a duly Ucensed Professional Engineer under the laws of the st^ of Minnesota. 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No.; Prelect Tide Shooting Star Casino - Star Lake II HALF SIZE PLOTII i Sheet TitleDATE:OB.22.16 ICO CSAH41 REMOVALSREVISED REVISED01REVISED REVISED§ REVISED BENCHMARK LISTI RECORDMl DESCRIPTION LOCATION ELEV. DOUBLE 60d SPIKES IN Tia E FA<£ OF THE N PILE PROJECT No. 18775-302T15SR41S91334.79 CAP AT CR 41 BRIDGE.Sheet NumberMANAGER:DH SOd SPIKE IN THE NE MOST ON THE E SIDE OF 41 BRIDGE. O.133S.23PILINGT135R41S9 DESIGNER:JF TTffi CRiRAILROAD SPIKE IN 1.1' COTTONWDOO NEAR STAR SE SHORE AT C-416DRAFTER:JF/LAZ6:T135R40S18 1332.45 LAKE ON E. BEND n N-S ROAD JJDREVIEWER:gI cwe> © »i»>cw>»waaaweMi..h; wn»an—ia< LEGEND © EXISTING GAS UNE MARKER EXtSTING GAS GATE VALVE -©■ UTHJTY EXISTING UTIUTY MANHOLEIELECTRICAL FIBER OPTIC TELEPHONE TV TRANS - TRANSFORMER U - UTIUTY (UNKNOWN UTIUTY) UNOERGROUNO TOB^ONE ■T' FIBER Q CUNINGHAM GROUP E -OW- OVERHEAO ELECTRICSANITARY NEW SANITARYSANITARY NEW SANITARY EXISTING SANITARY ®MANHOLE MANHOLE CLEANOUT NEW SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER SERVICE NEW SANITARY EXtSTMC SANITARY FORCEMAIN NEW SANITARY 9 9 Curinghiffl Group ArcMtoctura,lnc. St Anthony Main 201 Main St SE Suite 325 Minneapolis, MN 55414 WATER MAIN NEW WATER MAM030 HYDRANT W/GATE VALVE NEW HVTXLANT W/CATE \MLVEScale in Feet o EXISTING GATE VALVE Tei: 612 379 3400 Fax: 612 3794400 ♦ NEW GATE VALVE<As|X]^iX3 EXISTING FITTINGS NEW nrUNGS EXISTING WATER SERVICE W/CLNS STOP HEW WATER SERVICE W/CURB STOP EWST1NG CURB STOP NEW CURB STOP INSULATION PQ? DETAIL EXISTING STORM SEWER NEW STORM SEWER EXISTING STORM FOROUAIN NEW STORM FORCEMAIN EXISTING STORM SEWER CATCH BASIN/%UNH01£ NEW STORM SEWER CATCH BASm/MANHOLC EXISTING PLUG NEW PLUG EXISTING CULVERT W/FLARED ENO SECTION (F.C^} NEW CULVERT W/HARED END SECTION (F.E.&) EXISTING FLARED ENO SECTION (F.E.S.} NEW FLARED END SECTION (F.E.S.) wwwxunlngliam.com o ■ -ST- 0 -*T- mooreengineering, inc.□ o Consulting Engineering • Land Surveying 180S East Fir Avenue • Fergus Falls. Minnoiwta .mooreengineertnglnc.com < —< >> EXISTING RIPRAP NEW RIPRAPBOICHMARK IRON MONUMENT FOUND EXISTING TRAFFIC SIGNAL ARM EXISTING CLUSTER BOX UNIT (CSU) EXISTING WETLAND EXISTING CURB AND CUTTER NEW CURB AND GUTTER NEW INFLOW CURB ANO GUTTER (MOUNTABIE/KNOCKOOHN) NEW OUTFLOW CURB ANO GUTTER (UOUNTABLE/KNOCKOOWN) CURB AND GUTTDt TRANSnON FROM MOUNTABLE CURB TO NEW ASPHALT SURFACE (HEAVY) NEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SURFACE (COUNTY »«GHWAY) EXISTING CONCRETE SURFACE NEW CONCRETE SURFACE (REGULAR) NEW CONCRETE SURFACE (HEAVY) EXISTING GRANULAR SURFACE NEW GRANULAR SURFACE REMOVE EXISTMO SURFACE EXISTING DEC0RAT1VC COLORED CONCRETE NEW DECORATIVE COLORED CONCRETE NEW CONCRETE SIOEWALKAIULTI-OSE PATH NEW DETECTAa£ WARNH«3 PANEL EXISTING SIGN NEW 9GN EXISTING FENCE EXtSTMG CHAW UNK FENCE NEW CHAW UNK FENCE EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POLE NEW LIGHT POLE TRAFFIC CONTROL - SINGLE POST SMW TRAFFIC CONTROL - DOUBLE POST SIGN TRAFHC CONTROL - TYPE 3 BAlWCAOe TRAFnC CONTROL - DRUM TRAFFIC CONTROL - TUBULAR MARKER EXISTING LANOSCAPWC NEW LANDSCAPING EXISTING TREE/TREE CLUSTER Consultant i hereby certify ttiat this plan, specification, or report was prepared by me or under my dir^ supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.0 OAVIDA.ROEOEL TT N DATE:0ag2ne REQ.HO. 22434eeRevisions No. Pate Description# ©o© © NEW DEQDUOUS TREE 1360 1360 COUNTY STATE AID HIGHWAY NO. 41T i:1:NEW EVERGREEN TREE.•I-.f.■ .o EXISTING SHRUB NEW SHRUB DRAINAGE BREAK UNE EXISTING DRAINAGE DIRECTION FINISHED DRAINAGE OIRCCTION ft SLOPE FMSHEII GRADE EXISTING CONTOUR ELEVATION FWISHED CONTOUR ELEVATION SPOT ELEVATIONS I I of-1'i't 1ti:t :;t■I ■I:T J.:4:■:4•4'1.13551355I-•t.4__.It T i:}:"i'4-:jz:I ; ;BOC - BACK OF CUFB BOW - BACK OF CB# > STORM CL - CENTEWJIC CO# - SANI CS# - CONI DIA - DIAMETER ECC - EDGE OF CRUSHED CONCRETE EG - EXISTING GRADE EOC - EDGE EOP « EDGE EOW - EDGE EXISTING GRADE EXISTING FG - FMSHED GRADE FL - FLOHUNE HP - HK3H POINT INV - WVERT UP • LOW POINT SEWER CATCH BASW MATCH - MATCHM# « STORM SEWCR MA HT# - STORM SEWER TEE MM# - MULTI-MANHOLE MC - MIDPOINT OF CURVE PC * POINT OF CURVATURE PRC - POINT OF REVERSE CURVE PT - POINT OFRIM OF STRUCTURE S# > SANITARY SEVCR MANHOLE TOC « TOP OF CONCRETE TOP - TOP OF PAVEMENT TOP « TOP Of PIPE .1...f4..i__.3 t NHOLE MANHOLE:TARY SEWER CLEANOUT1'•T' TROL STRUCTURE,•i..It:lz 14:.1.4-—i11350 13504-.4.4.t t'.X •t-'i-4 Of CONCRETE OF PAVEMENTx:;f r;.'-g4:•f-4-t :.4..-..TOW OFt:-I- TR# - SANITARY TELEVISBiGItj:i:1::4:i--I-_i,.-I-II SEDIMENTATION CONTROL WATTLE SEDIMENTATION CONTRa FENCE ROCK CHECK GRASS BUFFER PERMANENT STABIUZATION AREA :±i.4-• -13451345'0-I-4.4.i .-i_.E,4.4.|z ;i*:t:STABOJZED CONSTRUCTION ENTRANCE Document Phase: 95% SUBMITTAL4-4-4.4-t-:iji r+-.4.i 4tt‘"r i'Date:August 22, 2016INLET PROTECTION:i:i X X1—±±i ;PIC/AiC:•f-t 13401340.GRADINfi NOTATtf^lS4 Drawn By:<J>..I.--f t“;::±:ii t MATCH INTO EXISTING CONTOUR ELEVATION.-Checked By;..i:::Comm. No.:i:II Project Title Shooting Star Casino Star Lake f-i'^ 'i r T *'eRtiPds£b e-ROAG AUGNHSIT .4..4.T T.4,t1335 13351'7^:i*•:X EWSRN6 GROUND __1.4.i•4 •f- :riiij:■ -.4;t-4:q:1 4.:i .•}:1330 1330 2-I-00 3+001+00 4+000+00 5+00 6+00 7+00 8+00 9+00 I HALF SIZE PLOT 1“= I Sheet TitleDATE:08,22.16 i CSAH41 PLAN& PROFILE REVISEDv>REVISED i REVISED REVISEDIBENCHMARK USTAu.mMVAnomaHowNAimMa¥D3»REVISEDINO.DESCRIPTION EL£V.LOCATION RECORD: ______60d SPIKES IN THEE FACE OF THE N PILE CAP AT at 41------------ g T13SR41S9 1334.79 PROJECT No. 18775^50d SPIKE IN THE NE MOST PHJNG ON THE E 3DE OF THE CR 2 T13SR41S9 133&23 Sheet Number41 BRIDGE. MANAGER:DH0. RAILROAD SPIKE IN 1.1' COTTONWOOO NEAR STAR LAKE DESIGNER:JF3T135R40S161332.45 i ON E, SE : 4D IN N-SSH(KE AT ROAD.C417SENDRAFTER;JF/LAZic i REVIEWER: JJDP i LEGEND © EXISTING GAS UNE MARKER EXISTING GAS GATE VALVE OQSTING POWER POLE EXISTING GUY EXISTING UTIUTY PEDESTAL EXISTING UTIUTY MANHOLE -©■ Ob a i:ELECTRICAL F - FIBER OPTIC TRANS - -mANSFORUBT - UTIUTY (UNKNOWJ UHJTY)EXISTING EXISTING EXISTING UNOCRGROUKO EXISTING UNDERGROUND GAS TELEPHONE TELEV1SKM CUNINGHAM GROUPEXISTING UNDERGROUND ELECTRIC--------CHE--------- EXISTING OVERHEAD ELECTRIC EXISTING SANITARY STNER NEW SANITARY SEWER EXISTING SANITARY SEWER MANHOLE NEW SANITARY SEWER MANHOLE EXISTWG SANITARY SEWER CLEANOUT NEW SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER SBTVICE SERVICE EXISTING SANITARY FORCEMAIN ---------SS--------- © <»<» Cunlngham Group Arditectin, Inc.NEW SANITARY-------m------- NEW SANITARY FORCEMAIN -m- SL Anthony Ma^ 201 Main SL SE SuKe32S Minneapolis, MN 55414 EXISTING WATER MAIN NEW WATER MAIN EXISTING HYDRANT W/6ATE VALVE NEW HYDRANT W/GATE VALI« EXISTING GATE VALVE NEW GATE VALVE EXISTING FITTINOS new FITTINGS -------O----------EXISTING WATER SERVICE W/CURB STOP ------MEW WATER SERVICE W/CURB STOP EXISTING CURB STOP NEW CURB STOP INSULATION PER DETAI. EXISTING STORM SEWER NEW STORM SEWER EnSTTNG STQIW FORCEMAIN NEW STORM FORCEMAIN EXISnNG STORM SEWER CATCH 8ASW/HANH0LE NEW STORM SEWER CATCH BASM/MANHOLE EXISTING PLUG NEW PLUG EXISTING CULVERT W/FLARED END SECTION (FX.S.) NEW CULVERT W/FLARED END SECTION (F.E.S.) EMSDNG FLARED END SECTION (F.E.&) NEW FLARED END SECTION (F.E.S.) EXISTING RIF>RAP o Tel: 612 379 3400 Fax: 612 379 4400 ♦ wwwxunln^iam.c<im o a s> ---------ST--------- mooreengineering, inc.□ o■ •<Consulting Engineering • Land Surveying 1808 East Fir AvetHM • Fergus Falls, Mnnewta www.mooreenglneerlnginc.coni ‘4 >> BENCHMARK IRON MONUMENT FOUND EXISTING TRAFFIC SIGNAL ARM EXISTING aUSTER BOX UNIT (C8U) EXISTING WETLAND EXISTING CUI9 AND CUTTDT NEW CURB AND GUTTER NEW INFLOW CURB AND GUTTER (MOUNTABLE/KNOCKOOWN) NEW OUTFLOW CURB AND GUTTER (MOUNTABLEAROCKDOWN) NEW KNOCKDOWN CURB ANO GUTTER TRANSITION FROM MOUNTABLE CURB TO KNOCKDOWN CtfflB CURB ANO GUTTER REMOVAL * REPLACEMENT= 3SS5S ~ EHSTING ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVY) NEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SURFACE (COUNTY HIGHWAY) EXISTING CONCRETE SURFACE NEW CONCRETE SURFACE (REGULAR) NEW CONCRETE SURFACE (HEAVY) EXISDNG GRANULAR SURFACE new granular surface REMOVE EXISTING SURFACE IteWaifeiHaid E»SDNG DECORADVE COLORED CONCRETE ' NEW DECORATIVE COLORED CONCRETE NEW CONCRETE SIDEWALK/MULD-USE PATH NEW DETECTABLE WARNING PANEL EXISTING SIGN NEW SGN EXISTING FENCE EXISDNG CHAW LWK FENCE NEW CHAIN UNK FOICE EXISTTNG WOOD FENCE NEW WOOD FENCE EXISTING UCHT POLE NEW LIGHT POLE TRAFFIC CONTTWL - 9NGIE POST SIGN TRAFFIC CONTROL - DOUBLE POST SIGN TRAFFIC CONTROL - TYPE 3 BARRICADE TRAFFIC CONTROL - DRUM TRAFFIC CONTROL - TUBULAR MARKER EXISTING LANDSCAPING NEW LANDSCAPING EXISTING TREE/TTSE CLUSTER Consuitart 1 hereby cer% that this plan, specification, or report was prepared by me or under my direct supervisiaT and that 1 am a duly Licensed Professional Engineer under the laws of the state of Minnesota. tf txi * tXf OAVIOA.ROEOa. TT N DATE0802/16 IgaMO. 22434eoRevisions No. Date*®o Description © ®NEW DECIDUOUS TWEECOUNTY STATE AID HIGHWAY NO. 41PZ 4--------# •*NEW EYCRCREEN TREE -o EXISTING SHRUB NEW SHRUB DRAINAGE BREAK LINE EXISDNG DRAINAGE DIRECTION FINISHED DRAINAGE ORECDON k SLOPE FINISHED GRADE EXISTING CONTOUR ELEVATION FINISHED CONTOUR ELEVATION SPOT ELEVATIONS =Bee O ■;4------T•f "T 4:1 1355 1355 r /S“* eOC - BACK OF CURBSOW - BACK OF WALK CB# - STORM SEWER CATCH BASW a - CENTERUNE irri:::LOW POINT MATCH - MATCH Mf » STORM SEWER MANHOLE MT# - STORM MU# = MULTI-MANHOLE MC - MIDPOINT OF CURVE PC - PONT I PRC - POINT PT - POINT .4. ----4.----------i. CO# - SANITARY SEWER CLEANOUT CS# - CONTROL STRUCTUREDIA - DIAMETERECC - EDGE OF CRUSHEDCONCRETE - EXISTING GRADE ; « EDGE EOP - EDGE EDW - EDGE OF WALK EG - EXISTING GRADE EX - EXISTING FG - FINISHED GRADE FL - aOWUNE HP - HIGH POINT TEE MANHOLE*EBlI:____i.._. OF I OF CURVATURE REVERSE CUR>^ TANCENCY STRUCTURE SEWER MANHOLE 1350 1350 —=:==f=EG ' EOC r OF OF ;•f---OF CONCRETE OF PAVEMENT S# > SANITARY TOC - TOP OF { TOP - TOP OF PAM TOP « TOP CF PIPE TOW « TOP OF V ~ * SANITARY -:; -- ;ijizzz::.4.._..i.....- - ■ : a;—t— zzzfzz:TO# II SEDMENTATKW CCNUTOL WATTLE13451345SEDUENTATIQN CONTROL FENCE 0 ROCK CHECK GRASS BUFFER .4.:,zizz---;•zzzz.2i'iri;l?Ss ___..................... .......4---PERMANENT STABIUZATION AREA;ENTRANCE Document Phase: 95% SUBMITTAL-4.-f -f------------ INIET PROTECTION Date: August 22,2016zz::iz PIC/AIC: - ■: 1340 13404- GRADING NOTATIONS -f Drawn By:<5>.—1_._.*MATCH INTO EXISTING CONTOUR ELEVATION.Checked By:--:;z;:;z;:zzl:Comm. No.:iz::zzz:tz:4----4-......-..i---------Project Title Shooting Star Casino - Star Lake :*f 4:lz:::tz:z:E1335 1335t----------------1------------ =±:::!z E ■: ....•i—1320 13201“" 12+0010+00 11+00 13+00 14+00 15+00 16+00 17+00 18+00 If HALF SIZE PLOT 1 She^ TitleDATE;08.22.16 CSAH41 PLAN& PROFILE %REVISED i REVISEDCD I REVISED REVISED BENCHMARK USTAU.KL»VAnON9»HO¥mA/mNaM»a»REVISEDNO.DESCRIPTION LOCATION El£V.s RECORD: _____60d 1. . E FACE OF THE CAP AT CR 41 1 IN THE PILE 1T35R41S9 1334.79S PROJECT No. 18775.302.1 ______..._ IN THE NE MOSTRUNG ON THE E SIDE OF THE CR 41------------ 2 T13SR41^1336.23 Sheet NumberIMANAGER:DH COTTONWOOD NEAR STAR LAKE ON BEND DESIGNER:JF3 T13SR40S18 1332.46iE. SE ; IN N-S SHORE AT , ROAD.C-418£DRAFTER:JF/LAZ %REVIEWER: JJD 5 § CaMM © S»trC«fe#BaB(iA<ieeMLtc |Mn#wRm4 LEGENO © extSIWG GAS UNE MARKOi EXISTING GAS GATE VALVE EXISTING POWER POt£ EXISTING GUV -©- 'Tb EXISTING UTHJTY PEDESTAL EXISTING UTUTY MANHOLEC - COMMUNICATION ELECTRICAL FIBER OPTIC TELEPHONE TELEVISION Trans - transformerU - UT1UTY (UNKNOWN UTHJTT5 EXISTING UNDERGROUND TELB^ONE EXISTING UNDERGROUND TELEVISION EXISTING UNDERGROUND FIBER EXISTING UNDERGROUND GAS EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING SANITARY SEWER NEW SANITARY SEWER EXISTING SANITARY SEWER AUNHOLE NEW SANITARY SEWER MANHOU EXISTING SANITARY SEWER CLEANOUT NEW SANITARY SEWOT CLEANOUT EXISTING SANITARY SEWER SERVICE NEW SANITARY SEWER SERVICE EXISTING SANITARY FORCEMAW NEW SANITARY FORCEMAM EXISTING WATER MAIN NEW WATER MAIN EXISTING HYDRANT W/GATE VALVE NEW HYDRANT W/OATE VALVE EXISTING GATE VALVE NEW GATE VALVE EXISTING nniNcs NEW FITTINGS EXISTING WATER SERIACE W/CURB STOP NEW WATQT SERVICE W/CURB STOP EXISTING CURB STOP NEW CURB STOP INSULATION PER DETAIL EXISTING STORM SEWER NEW STORM ^WER EXISTING STORM FORCCMAIN NEW STORM FORCEMAM EXISTING STORM SEWER CATCH BASW/MANHOIE NEW STORM SEWER CATCH BA9N/MANHOLE EXISTING PLUG NEW PLUG EXISTING CULVERT W/TLARED END SECTION (F£.&) NEW CULVERT W/FLARED END SECTION (F.E.S.) EXISTING FLAI^ END SECTHM (FZ.S.) NEW FLARED END SECTION {F.E.S.) (S> Ir. ■9 CUNINGHAM GROUP ■t § 0- •ss< (S> 90><» CuninghaiB Group Architeclin,kw. SL Anthony Main 201 Main St SE Suite 325 Mnneapolis, MN 55414 •w- m•>0 30 Scale in Feet o Tel: 612 379 3400 Fax: 612 3794400 www.cuiiln|^anLcom o e s •ST- mooreengineering, Inc.□ o■ •Coneultin 1806 East g Biglneerlng • Land Surveying Hr Avenue • Fergus Fans. MInneeota www.rrMoreengIneerIngInccom <4 >> NEW RIPRAP IRON MONUMENT FOUND EWSTING TRAFFIC I EXISTING CLUSTER »- IWIT (C8U) EXISTING CURB NEW Cm« AND GUTTER NEW INFT.OW CURB AND GUTTER (MOUNTABLE/KNOCXOOWN) NEW OUTFLOW CURB AND GUTTER (MOUNTABLE/XNOCKOOWN) CURB AND GUTTER NEW TRANJ CURB AND GUTTER EXISDNG ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVYi NEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SURFACE (COUNTY HIGHWAY) TONCRETE SURFACE NEW CONCRETE SUWACE (REGULAR) NEW CONCRETE SURFACE (HEAVY) EXISTING GRANULAR SURFACE NEW GRANULAR SLRTACE REMOVE EXISTING SURFACE EXtSDNG reCORATIve COLORED CONCRETE TON FRMt MOUNTABLE CURB TO KNOClOXIWN CURB * REPLACEMENT EXI! CoRsuttantNEWVTIVE NEW CONCRETE 30EWALK/VtULTl-USE PATH NEW OETECTASLE EXISTING SIGN NEW SKM EXISTING FENCE EXISTING CHAIN UNK FENCE UNK FENCE EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POl£ NEW LIGHT POLE TRAFFIC CONTROL - SWGIE POST SIGN TRAFFIC CONTROL - DOUBLE POST SGN TRAFFIC CONTROL - TYPE 3 BARRICADE TRAFFIC CONTROL - OfWU TRAFFIC CONTROL - TUBULAR MARKER EXISTING LANDSCAPING NEW LAMISCAPING EXISTMG TREE/TREE aUSTER I hereby cer% ttiat plan, 8pedfk»tion, or report was pr^iared by me or under my dir^ supervision and that I am a duly Licensed Professional Engineer under the laws of tt>e state of Minnescrta. NEW OAVIOA.ROEOEL TT DATE:pagans re&no. 22*3*ee Revisions No. Date• ©a © ® # • Description NEW KODUOUS TREE COUNTY STATE AID HIGHWAY NO. 41P1 NEW EVERGREEN TI^ ■~i...t 4-'o EXISTING SHRUB NEW SHRUB DRMNAGE BREAK UNE EXISTING DRAINAGE DI%CT10N FINISHED DRAINAGE DIRECTION A SLOPE FMSHED GRADE EXISIMG CONTOUR ELEVATION CONTOUR ELEVATION ‘ F ...j.EiE ot:■■■■I-f-._4-I -r :zt;•T *2.0X -—.:t:.4:1't'4-1355:4 :4::--es4o—1355 ie:asR^..§TA;.mtiftW PVI ELEVftl347.S4 •■T'-Krn4V41-----200.00 t"•KiTLV0> SPOT ELEVATIONS Ij4a00-4::Xhli OF CURB OF WALK INV - INVERT LP m LOW POINT MATCH • MATCHSTORM SEWER MANHOLE STORM SEWER TEE MANHOLE = MULTI-MANHOLE MIDPOINT OF CURVE PONT OF CURVATURE POINT OFPOINT OF TANGENCY RIM OF STRUCTURE' SEVER MMIHQLE CONCRETE XLVO■ II BAO< STORM SEWER CATCH BASW1j11it“4"CB# CL - CENTERLME SANITARY CONTROL STRUCTURE •i'II'•-t-.4.It.4.“A-M xr CLEANOUT:•T :_III si DIAECC MCPC.;t:EDGE OF CRUSHED13501CONCRETE EG - EXISTING GRADE EOC « EDGE OF 'EOP - EDGE OF PAVEMENT EOW - EDGE OF WALK REVERSE CURVE1350,_4_.:!:zt ■iJfflL CONCRETEt':%4-SANIT W OF PAVEMENT TOP OF PIPE TOW - TOP OF WALK ARY OF (PROPOSED GROUND-,|G TOPTOPX..4.■i=-FLQWLINE HP - HIGH POINT a■I -•4--TO# * TRENCH DRAIN ■ I SEDIMENTATION CONTROL WATTIE FENCE:|x: r I-1345 SEDIMENTATION ROCK CHECK 01345 t —f:ti;:..PERMANENT STABIUZATION AREAX=:t STABUZED CONSTRUCTION ENTRANCEt:Doomient Rtase: 95% Sl^ITTALi•■j-.4---zt;XI•f-4_:August 22,2016 Date:t INLET PROTECTION:..'i ,;:i±:PIC/AIC:-f.—4-Zt 134011340 Drawn By:4-❖Z.1.*:MATCH INTO CONTOUR &ZVATKM.ti Checked By:'..1.__1.III;Comm. No.:It t-■f';.._4.:r:t1'I -L.Zl{'Prelect Tttio Shooting Star Casino Star Lake I t ■"t’ :4-:r:4-$it 133513354-q:4--r *f.*::ii ±-4 _It; -'T'4-t -4„4-4--I-4--I-■■ •f 1330133027-pOO26-K)021-POO 12-fOO 23+00 24+00 25+0020+0019+00 II HALF SIZE PLOTIIIgSheet Title CSAH41 PLAN& PROFILE 08.22.16DATE:5I REVISED: §REVISED REVISED 5 REVISED§BENCHMARK USTi«HOWW>MBMgVPae5AUaUVAl REVISED DESCRIPTION LOCATION ELEV.NaI RECORD »UBLE 60d SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 BRIDGE. g T135R41S9 1334.79 PROJECT No. 18775-30250d SPIKE PiUNG IN THE NE MOST ON THE £ SIDE OF THE CR 41 7T35R4T^1335.232 ^teetNumbwMANAGER: DH 0. COTTONWOOD NEAR LAKE ON BEND DESIGNER: JFT13SR40S181332.453 E. SE ; IN N-S SHORE : ROAD C419JF/LAZDRAFTER: oiis REVIEWER:JJD 5 LEGEND ©GAS LINE MARKER EXISTING GAS GATE VJU.VE'Tb POLE EXISTING GUYua EXISTING UTtUTY PO>ESTAL .. UTIUTY MANHOLE C - COMMUNICATION E - EUCTRICAL F - FIBER OPTIC T - TELEPHONE TV - TELEVISION TRANS > TRANSFORMER U - UTHJTY (UNKNOWN UHUTY) EMSTING UNOERGROUNO TELEPHONE EXISTMC UNOERGROUNO TaEVISION EXISTING UNDERGROUND FIBER EXISTMC UNDERGROUND ELECTnC E»STMG OVERHEAD ELECTRIC EXISTING SANITARY SEVER NEW SANITARY SEWER EXISTING SANITARY SEWER MANHOLE NEW SANITARY SEWER MANHOLE EXISTMC SANITARY SEWER CLEANOUT NEW SANITARY SEWER CLEANOUT CUNINGHAM GROUP © 9 9 Cuninghan (koup Aichitoclw*, biaEXISTING SANITARY SEWER SERVICE NEW SAMTARY SEWER S£R'M£ EXISTING SANITARY FORCEMAM NEW SANITARY FORCEMAM EXISTING WATER ICW WATER MAIN EXISTING HYDRANT W/GATE VALVE NEW HYDRANT W/GATE VAL>C EXISTING GATE VALVE NEW CATE VALVE EXISTING nniNGS few FITTWCS EXISTING WATER SERVICE W/CUR8 STOP NEW WATER SERVICE W/CURB STOP EMSTMG CURB STOP NEW CURB STOP MSULATION PER DETAIL EXISTING STORM SEWER NEW STORM SEWER EXISTING STORM FORCEMAM NEW STORM FORCEMAM EXISTING STOnd SEWER CATCH BASINAMNHOLE NEW STORM SEWER CATCH BA9N/MANHOLE EXISTING PLUG NEW PLUGEXISTMC CULVERT W/FLAREO END SECTION (F.E.S.) ICW CULVERT W/FLAICD END SECTION (F.E.S.) EXISTING FIAR^ ENO SECTION (F.E.S.) NEW FLAJCD ENO SCCIKM (F.E.S.) EXISTING RIPRAP NEW RPRAP BENCHMARK IRON MONUMENT FOUND EXISTING TRAFTK SIGNAL ARM EMSTMG aUSTER B(» UNIT (CBU) EXISTING WETLAND EXISTING CURB AND GUTTER NEW CURB AfO GUTTER NEW INFLOW CURB AND GUTTER (MOUNTABLE/KNOCKDOWN) NEW OUTFLOW CURB AND GUTTER (MOUNTABLE/KNOCKDOVM) NEW KNOCKDOWN CURB AND GUTTER TRANSITION FROM MOUNTABLE CURB TO KNOCXDOVM CURS CURB AND GUTTER REMOVAL * REPLACEMENT EXISTMG ASPHALT SUI^ACE NEW ASPHALT SURFACE (HEAVY) NEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SURFACE (COUNTY HIGHWAY) EMSTING COWSETE SURFACE NEW CONCRETE SURFACE (REGULAR) NEW CONCRETE SURFACE (HEAVY) EMSTING GRANULAR SURFACE NEW GRANULAR SURFACE REMOVE EMSTING SURFACE EMSTING DECORATIVE COLORED CONCRETE NEW DECORATIVE COLORED CONCRETE NEW CONCRETE SM3EWALK/UULT1-USE PATH SL Anthony Main 201 Mam St SE 325Suite Minneapolis. MN 55414 *o Tel; 612 3793400 Fax: 612 3794400 wwwxunkigtunxofn o mooreengineering, inc.□ o Consulting Engineering • Land Surveying TSOSEst Fir Avenue •Fergus Falls, MinnesotaWww.mooreenglneeringinc.com >> D Consultant NEW DETECTABLE WARNING PANEL I hereto certify that this plan, spedficalion, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professkml Engineer under the laws of the state of Minnesota. EMSTING SIGN NEW SIIM EMSTING FENCE EMSTING CHAIN LINK FENCE NEW CHAIN LINK FENCE EXISRNG WOOD FENCE NEW WOOD FDVCE EMSTMG UGHT POLE NEW UGHT POLE TRAFRC CONTROL - SINGLE POST SIGN TRAFnC CONTROL - DOUBLE POST SKM TRAFRC CONTROL - TYPE 3 BARRICADE TRAFFIC CONTRa - DRUM TRAFFIC CONTROL - TUBULAR MARKER EXSTMC LANDSCAPING NEW LANOSCAPMG EXISTMC TREE/TREE OJJSTER iXi CkAVIOA.ROH>EL TT REG. MO. 22434DATE: 08/22/16NeO No. Dale Description • @a© ®NEW DECIDUOUS TREE# *NEW EVERGREEN TREEoEXISTING SHRUB NEW SHRUB ORMNAGE STEAK LINE EXISTING STAINAGE DIRECTION o A aOPE EMSTING CONTOUR ELEVAT CONTOUR ELEVATION SPOT ELEVATIONS INV •LP - MATCH - MATCH> STORM SEWER MANHOLETEE MANHOLE BOC - BACK or CURB ^ CATCH BASIN MT# - STORM MM# « MULTI-MANHOLE MC - MIOPOiNT OF CURVE PC - POINT OF CURVATURE PRC - POINT OF PT = POINT OF RIM - RIM OF I?So-.™.=r TOP - TOP OF PAVT TOP » TOP OF PIPE » TOP OF TR# * SANITARY TOR * TOP OF fi TD# = TRENCH DRAM Si:- SANITARYCONTROL STRUCTURE CLEANOUT DIA - ECC - CONCRETE EG - EXISTING (EOC - EDa OF EOP - EDGE OF PAVB EOW - EDGE OF WALK EG - EXISTING GRADE EX - EXISTING FG - FINISHED GRADE n. - FLOWUNE HP - HIGH POINT REVERSE CURVE TANG£>iCY STRUCTURE SANiTvUTY SEWER MANHOLE GRADE WALK ' TZLEVISMG RISER RETAINING WAU. ■ I SEDIMENTATION CONTROL WATTLE SEDIMENTATION CONTROL FENCE ROCK CHECK GRASS BUFFER PERMANENT STABIUZATION Al^ gS35P Document Phase: 96% SUBMITTALSTAOUZEO CONSTRUCTION ENTRANCE Date: August 22,2016MLET PROTECTION PIC/AIC: Drawn By. Checked By Comm. No.: Project Tttia Shooting Star Casino - Star Lake II HALF SIZE PLOT3•8 Sheet TitleDATE:08.22.16I CSAH41 SUPER ELEVATION REVISED:i REVISED: <D REVISED:i§REVISED:I BENCHMARK USTALLiwATiowaaHoww>WBwei>pae REVISED:2 ELEV.NO. LOCATIONI RECORD: ^BL£ 60d SPIKES IN Thd £ FACE OF THE N Pll£ CAP AT CR 41 BRIDGE. 1334.79TT35R41S91 PROJECT No. 18775-302s SOd SPIKE IN THE NE I . PIUNG ON THE E SIDE OF THE CR MOST T135R41S9 1335.232 Sheet NumberDHMANAGER: RAILROAD SPIKE IN 1.1’ COTTONWOOD NEAR STAR LAKE ON E, SE I BEND IN N-S CC DESIGNER:JF§1332.45T13SR40S183 C-420IDRAFTER:JF/LAZ d:JJDREVIEWER: p i CWvV* © anll|0*#eae«i*dlM*le Wtwew4 aiE NOTATIONS - CURB A GUTTER TAPER LAST 5' OF CURB AND GUTTER HBGHT FROM 4* TO T/4*. GUTTER. LEGEND © EXISTING GAS UNE EXISTWG CAS GATE VALVE POLE@ TRANSITION FROM MOUNTABLE CURB ANO GUTTER TO --------------------------------.... QyTfER.EXISTING GUY *RE 3TE NOTATIONS - PAVEMENT & DRIVEWAY <S> EXISTTNG UTIUTY MANHOLE £ « ELECTIBCAL f * nBER OPTK T - TELEPHONE TV « TELEVISION TRANS = TRAKSrORMER U - UTMJTY (UNKNOWN UTIUTY) EXISTING UNDERGROUND TELEPHONE EXISTING LiNDERGROUNO TELEVISION EXISTING UNDERGROUND FIBER EXISTING UNDERGROUND GAS EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING SANITARY SEWER lew SANITARY SEWER EXISTING SANITARY SEWER MANHOLE NEW SANITARY SEWR MANHOLE EXISTING SANITARY SEWER CLEANOUT NEW SANITARY SEWER CLEANOUT EXISTING SWITARY SEWER SERVICE NEW SANITARY SEWER SERVICE EXISTING SANITARY FORCCMAIN NEW SANITARY FORCEUAW EXISTING WATER MAIN NEW WATER MAIN EXISTING HYDRANT W/GATE VAL\C NEW HYDRANT W/GATE MLVE EXISDNG GATE VALVE NEW GATE VALVE EXISTING FITTINGS NEW RTTINGS EXISDNG WATER SERVICE W/CURB STOP NEW WATER SERVICE W/CURB STOP EXISTING CURB STOP NEW CURB STOP INSULATION PER DETAIL EXISTING STORM SEWER NEW STORM SEWER EXISTING STORM FORCEMAM NEW STORM FORCEMAM EXISTING STOTM SEWER CATCH BASIN/HANHOl£ STORM SEWER CATCH BASW/MANHOLE EXISTING PLUG NEW PLUG EXISTING CULVERT W/FIARED END SECTION (F.E.S.) NEW CULVERT W/FlAftED ENO SECTION (FX.S.) EXISTING FLAfeO END SECTION (F.E.S.) NEW FLARED ENO SECDON (FiS.) EXISTING RIPRAP NEW RIPRAP BENCHMARK IRON MimUMENT FOUND EXJSDNG TRAFnC SK»AL ARM E»STING cluster box UNIT (C8U) ®SAWCUT EXISTING ASPHALT PAVEMDIT FLHX DEPTH.®EXISTING ASPHALT PAVEMOIT.LY. GRAVEL LY. REGULAR DUTY ASWALT PAY SECTION. ®HEAVY DUTY ASPHM.T PAVEMENT SECTION.CUNINGHAM GROUP ® @ HEAVY DUTY CONCRETE PAVEIiSNT SECTION.©@ GRANULAR SURFACE.9 9TF NOTATIONS - gOCWALK A PATH 9 4* CONCRETE SOEWAUC ^ 5* CONCRETE SHJCWAUt DECORATIVE COLORED CONCRETE. Cunbighara Group ArohitKtun, Inc.@ SL Anthony 201 Main St SE Suite 325 Minneapolis, MN 55414 SHE MOTATK>JS - GENERAL'V PRIVACY 6ERU.O@STORM WATER RETENTION POND.♦@ CUT ANO CONCRETE SPILLWAY. SEE DETAIL.Tel: 612 379 3400 Fax: 612 379 4400@(»ASS PAYCRS. SEE DETAIL@)wwwxunlnghamxom LP GAS TANK. SEE MECHANICAL PLANS.o TRASH ENaOSURE/tXIHPSTER AREA. MECHANICAL EOUPMENT. _________WATER TREATMENT FACIUTY, GROUNDS MAINTENANCE BUILDING. WATER TOWER AND WELL 9TE. EXISTING PROPERTY LINE.0®moore□ o@PYLON SGN.■ •engineering, inc.®MONUMENT SUN. Consulting Ertgineertng • Land Surveying 1808 East Fir Avenue • Fergus F^. Minnesota www.mooreenglneennglnc.com ®DECORATIYC FENCE. CONCRETE STEPS.>>SEE STRUCTURAL PLANS. SEE ARCHITECTURAL PLANS.@ SEE LANDSCAPE PLANS.@ SEE MECHANICAL PLANS.@ SEE ELECTRICAL PLANS. 3 CURB ANO CUTTER NEW CURB ANO GUTTER NEW INFLOW CURB ANO ajTTER (MOUNTABLEANOCKDOWN) NEW OUTFLOW CURB AND GUTTER (MOONTABLE/KNOCKDOWN) CURB AND GUTTER TRANST10N FROM MOUNTABLE CURB TO KNOCKOOIW CURB 9TF NOTATIONS - aONING ACCESSIBLE PARKING SIGN ASSEMBLY. aTF NQTATICINS - STRIPING 4’ WHITE EPOXY. (Iff UNE. 3ff SKIP) 4" WHITE OHWY. 4* YELLOW EPOXY. (D NEW EXISTINO ASPHALT SURFACE NEW ASPHALT SURFACE (HEAVY) NEW ASPHALT SURFACE (REGULAR) NEW ASPHALT SURFACE (COUNTY WCHWAY) EXISTING CONCRETE SURFACE NEW CONCRETE SURFACE (REGULAR) NEW CONCRETE SURFACS (HEAVY) EMSTIMG GRANULAR SURFACE NEW GRANULAR aX^ACE leuove EXISTING SURFACE EXISTING DECORATIVE COLORED CONCRETE NEW DECORADVE COLORED CONCRETE NEW CONCRETE SIOEWAU</MULT1-OSE PATH NEW DETECTABLE WARNING PANa EXISTING SGN NEW SGN EXISTING FENCE EXISTING CHAM UNK FENCE NEW CHAIN UNK FENCE EXISTING WOOD FENCE NEW WOOD FENCE EXISTING LIGHT POLE NEW UiaiT POU TRAFFIC CONTROL - 9NGl£ POST SGN TRAFFIC CONTROL - DOUBLE POST SIGN TRAFFIC CONTROL - TYPE 3 BARRICADE TRAFFIC COJTROL - DRUM DtAFFIC CONTROL - TUBULAR MARKER EXISTING LANDSCAnNG NEW LANDSCAPING EaSTWG TREE/TREE aUSTEH d)d)4* BUIE EPOXY. DOUBLE 4* YELLOW B>OXY. S' YEllOW EPOKY. 8* MUTE EPffiCY. 24* VMTE GROOVED PAWT. WHTE GROOVED EPOXY MESSAGE.Consultant PARKING STAU. COUNT PER ROW. I hereby certify that this plan, specification, or r^xxl 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. STOP Rl-l 30* X 30* TT OAVIOA.ROEOB.HGHTLANE MUST TURNnOHr N e REG.no. 22434DATE 08122(16e Revisions No. Date R3-7 30* X 30* Description© ®NEW OEODUOUS TREE0 •NEW EVERGREEN TREE0EJoEXISTING SHRUB NEW SHRUB DRAINAGE BREAK UNE EXISTING DRAINAGE OmECTION FMISHED DRAINAGE DIRECTION * SLOPE FINISHED GRADE EXISTING CONTOUR ELEVATION FINISHED CONTOUR ELEVATION SPOT ELEVATIONS o CUSTOM (R03 ON WHITE) 12* X 18*-iO. [S'.-BOC - BACK OF BOW - BACK OFC8# = STOTM SEWER CATCH BASIN a - CENTERUNE COf - SANI CS# - CONI DIA - DIAMETER ECC - CONCRE EG - EXISTING GRADE EOC - EDGE or CONCRETE EOP - EDGE OF PAVEMENT EOW - EDGE OF WALK EG » EXISTING GRADE EX - EXISTING FG - LOW POINT MATCH » MATCH as > STORM SEVCR MANHOLE MT# - STORM SEWER TEE MANHOLE MM# > MULTI-MANHOLE MC - MIDPOINT OF CURVE PC « POINT or •PRC - PONT OF PT - PONT OF TANGENCY RIM - RW OF STRUCTURE SANITARY SEWER MANHOU TOP OF CONCreTE TOP - TOP OF PAVEMENT TOP - TOP OF RPE TOW - TOP OFS'« ITARY SEWER CLEANOUT TROL STRUCTURE CUSTOM 30' X 30* CUSTOM 30" X 30'OF CRUSHED EDGE CURVATURE REVERSE CURVE LEFT LANEMUST TURNLffT - FINISHED GRADE OWUNC I PONT WALK fARY TELEWSNC R15 OF RETAINING WALL - FLOW- HIGH TO# - TRENCH ORAM R3-7 30' X 30* CUSTOM 30* X 30*SECAIENTATION CONTROL WATTLE SEDIMENTATION CONTROL FENCE ROCK CHECK GRASS BUFFER PERMANENT STABUZATION AREA tVWSfWH It. VI STABLIZED CONSTRUCTION ENTRANCE Document Phase: 95% SUBMITTALIW£T PROTECTION August 22.2016Date: PIC/AIC:#Drawn By: Checked By: Comm. No.: Project Title Shooting Star Casino - Star Lake,1tM-H»27 I.1 I’ I HALF SIZE PLOTi1"=.!*Sheet Title CSAH41 SiGNING& STRIPING I 08.22.16DATE: I REVISED BENCHMARK USTV) ALLBaVATIOMe eHOMM AfWMOVSae REVISEDELEV.NO.DESCRIPTION LOCATIONto REVISEDiDOUBLE 60d SPIKES IN THE E FACE OF THE N PILE CAP AT CR 41 BRIDGE. 1334.79T135R41S9 I REVISED »0d SPIKE IN THE NE MOST PUNG ON THE E 9DE OF THE CR 41 1335.23T135R41S9 REVISED I 1.1' STAR E. SE SHORE AT IN N-S RAILROAD SPIKE IN COnONWOOO NEAR LAKE ON BENO RECORD133Z45T135R4aS16gsPROJECT No. 18775.302I Sheet NumberMANAGER:DH DESIGNER:JF8 C-421SJF/LAZDRAFTER: cct REVIEWER: JJD P i§cw«* © PERMANENT UTIUTY MARKER (SEE NOTE) N RNISHED GROUND FINISHED GROUND TRASH RACK SIZING PIPE SIZE BARS BOLTS 12’-18'3/4»5^NOTES:2T-42*T#3/4- VALVE BOX-1. WRAP ALL UNDERGROUND METAL ITEMS WITH 8 MIL POLYETHYLENE PLASTIC.•BACKRLL IN 12' LIFTS®40'-72* 1 1/4’»r VALVE AND BOX SHALL BE BACKRLLED WITH GRANULAR MATERIAL TO TOP COMPACTED TO 95X DENSITY. 2. -RCP FLARED END SECTION CUNINGHAM GROUP •SLOPE AS PER OSHA SAI=ETY SPECIRCATIONS -HINGED COW£CTION W/BOLT (TTP)3. PROVIDE RISER FOR NUT ON ANY VALVE OVER 7-1/2’ DEEP.-24' MAX TOP OF VALVE BOX SHALL BE SET TO PROVIDE 12’ OF UPWARD ADJUSTMENT. 4. •BACKRLL IN 6" UFTS 5. A PERMANENT UTIUTY MARKER SHALL BE USED ONLY AT VALVES IN OPEN RELDS AFTER ALL CONSTRUCTION WORK IS COMPLETEiD. PACT BEDD PER AASH 'ING TO TO T-99 COM 90% Cuniaghan Group AccMMciur*, kic. 6' MAXJD y MIN. SL Anthony Main 201 Main St SE Suite 325 Minneapolis, MN 55414 NOTES; 1. PROVIDE 3 ANCHOR CUPS TO F TO FLARED END SECTION. HOT FABRICATION. 2. TIE LAST 3 PIPE PER JOINT. INSTAU AT 60 PARTS SHAU. BE HOT •SEWER MAIN OR SERVICE ASTEN TRASH RACK DIP GALVANIZE AFTERJ-D+24"- 3" MIN.JOINTS. USE 2 TIE BOLT FASTENERS DEGREES FROM SUPPORT BLOCK TOP. PER■S 3.ALL A153. ASTM ® COMPACT TO 95% MINIMUM STANDARD PROCTOR DENSITY. Tel: 6123793400 Fax: 612 379 4400TRASH RACK - RCP FLARED END SECTIONSANITARY SEWER MAIN OR SERVICE TRENCH VALVE AND BOX NOSCALE WF-33421S-102.ia.1S wwwxuNnghamxom NO SCALE WF-02510-4 10.19. ISWF-02530-1 02.18.15NO SCALE MANHOLE L®- <8>mooreLID GASKET engineering, inc.tiW CortsuMn 1808 East g Engineering • Land Surveying Rr Avenue • Fergus Falls, Minnesotawww.mooreenglneerlnglnc.coin HYDRANT MARKER□ -3'-0” MIN.-® BACKFILL IN- 12" UFTS SLOPE AS PER OSHA SAFETY SPECinCATlONS FOR EACH INV. TOP VIEWMANHOLE LID GASKET DETAIL NOTES: -3' MIN.OCK WEEP HOLE ON 1. DO NOT BL HYDRANT.6" RNISHED GROUND tCOMPACTED BEDDING TO- 90% PER AASHTO T-99 DUCTILE IRON 1" ONE PIECE NG AS MANUFACTURED CAST IRON I ADJUSTMENT BROTHERS & SONS, INC. OR NEEN OR r Rl 2.DO wn■ NOT COVER ANY JOINT TH CONCRETE. BY AH HEIGHT OF MANHOLEESS FOUNDRY. EBS SUPER GLUE ADHESIVE OR (l/4‘ BEND. 360 C FOR A MINIMUM CASTING & LIDA 3. ALL UNDERGROUND METAL ITEMS TO BE WRAPPED WITH 8" MIL POLYETHYLENE PLASTIC. DRAINAGE ROCK 1S). N OURS360 DEGREES I OF a H' NOEQUAL TRAFFI AFTER GLUE APPLICATION. WIRE BRUSH AREAS (CLEAN) BEFORE GLUE APPUCATION (IN ASPHALT ROADWAY AREAS ONLY.) UNWOVEN GEOTEXTII BACKFILL IN MAXIMUM- OF 12* UFTS (D ROCK BED MATERIAL- %O^R EXTERNAi. CHIMNEY SEAL FABRIC DRAINAGE ROCK 6* MiN.4. NOZZLE HEIGHT SHALL BE MINIMUM 24* FROM FINISHED GROUND OR AS SHOWN ON PLANS. 27*-TADJUSTING RINGS TO K FULL- WIDTVI GROUT BEDDED AND ENCASED OUTSIDE 6* THICK (2 MIN.-4 RINGS MAX) ® COMPACT TO 95% MINIMUM STANDARD PROCTOR DENSITY. (2) ROCK FOR BEDDING AND COMPACTED GRANULAR MATERIAL ARE INCIDENTAL TO MANHOLE INSTALLATION. (|) DETAIL SHALL BE USED FOR ALL MANHOLES AND CATCH BASINS. 2 COATS OF BITUMASnC CARBOUNE OR HI-BUILD BY TNEMEC COAL TAR EPOXY OR APPROVED EQUAL (INTERIOR) 300 M BY TNEME-TAR THRUST-BLOCK 2"CK5.DRAINAGE ROCK SHALL BE MINUS WASHED ROCK. RO IS INCIDENTAL TO HYDRANT. 4’-0"• V KENT SEAL ALL JOINTS SEAL WRAP EXTERNAL JOINT SEAL BY INn-SHElLH OR APPROVED EQUAL. REQUIRED IF ANY JOINT OVER 20’ DEEP FROM RNISH GROUND AT MANHOLE '\X-Consultant MANHOLE/CATCH BASIN TRENCHMINIMUM 4’-Q"I her^ certily that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engirteer under the laws of (he UNDISTURBED EARTHCONNECTI PIPE ENTE IDE DROP REQUIRED IF MCX?E THAN 2’ ABOVE FLOOR ONRSINS NO SCALE WF-02520-4 02.18.15HYDRANTNEOPRENE COVERED STEPS AT 12" O.C. WITH BOTTOM STEP 2’ OFF MANUFACTURED BOTTOM IN BASE SECTION ONLY ■CROSS TEE* NO SCALE WF-02510-5 02.18.15i. VARIES : SAME G PIPEP.V.C. DRCtf> PIPE SIZE AS INCOMIN PROVIDE RUBBER BOOT STEEL CLAMP LOCATIONS W/STAINLESS AT ALL PIPESLOPE TO CHANNEL5 ^A KevfeiXl STAINLESS STEEL- STRAPS 24’ O.C.DATE: 08122/18 REQ.no. 45283•ADJUSTING RINGS (2 MIN. - 4 MAX) CASTING AND LID- Revisions No, Date MONOLITHIC PRECAST- BASE (MIN 2’ IN HEIGHT)EXTERNAL CHIMNEY SEAL-•2’ UP TO BE INTEGRAL WITH COVER SECTION Description NOTES: 4. _•.- CONCRETE- COVERMANHOLES SHALL ALSO BE MARKED WITH 2* x 2* WOOD MARKERS WITH TOP 1' SPRAY PAINTED GREEN 1. FINISHED GROUND :SANITARY SEWER MANHOLE •MiN. 48* DIA.-lVF-2530^2 06.30.15NO SCALE SEAL STEPS O 12* O.C.- (BOTTOM SECTION ONLY) Jd ® BACKnLL IN 12’ UFTS'FINISHED GROUND ■=1.- ...nCATlONS BACKFILL IN MAXIMUM- OF 6* UFTS *\X ■=4- SEE PIPE NNECnON-\ ; DETAILPIPE SIZE fi 27" AND 3* SMALLER 30'-60" 4*6Q*4- IF ROCK 6* BEDDING CO FILLEl TO C T SLOPE HANNEL *4 •BACKRLL IN 12’ UFTS ®i A 2/3 OD i I I6* 1 I • :. ■• ••-• '••.' gjr I—“ 24-—I •COMPACT BEDDING TO 90% PER AASHTO T-99 SLOPE SAFETYAS PER OSHA SPECinCATl'I IONS LX 0 ® COMPACT TO 95% MINIMUM STANDARD PROCTOR (HNSITY.[-•—6* (MIN.) BACKRLL IN 6" UFTS®NOTE: 1. TCP BAR WITH AN RCP STORM SEWER TRENCH REL SECTION AND COVER CAN BE SUBSTITUTED ECCENTRIC CONE FOR APPUCABLE SIZES.Donsnent Phase: 95% SUBMnTALACT =ER BEDdNG TO AASHTO T-99 COMP. 90% P NO SCALE WF-02S20-1 02.18.15 August 22,2016a Date: STORM SEWER MANHOLE PIC/AIC: •WATER MAIN OR SERVICE NO SCALE WF-Q2520-5 04,2Z1S Drawn By:J Checked By:•D + 24"-3* MIN. Comm. Noj® COMPACT TO 95% MINIMUM STANDARD PROCTOR DENSITY.Project Titie Shooting Star Casino - Star Lake WATER MAIN OR SERVICE TRENCH WF-02510-1 0Z18.15NO SCALE ro FINISHED GROUND I 3 I HALF SIZE PLOT»3 •BACKRU. IN 12* UFTS® Sheet TMeDATE:08,22.16 •SLOPE AS PER OSHA SAFETY SPECIRCATIONSIpq TYPICAL DETAILSREVISED1REVISED §STAOUZED MECXUU isrrr •BACKRLL IN 6* LIFTS REVISED3iPIPE SIZE a.1248 AND AASHTOJj27* AND 3* SMALLER 30"-60" 4*60"-4 IF ROCK 6* BEDDING REVISED EQUAL). CUT TOPE2-ST1K BUTYL • RUBBER SEALAN SAW EVENLY SO THAT TOPiJM ROPE. UA SHALL MEET•COMPACT BEDDING TO 90% PER AASHTO T-99 REVISEDD 6” MIN.AASHTO U-198 6"RECORDIMINIMUM THRUST BLOCK SIZES B TREQUIRED BEARING AREA (S.F.)MANHOLE CWEi PROJECT No. 18775-302-D-t-24"-24*14’16”18*20*4"6"a*10"12“ PIPE DIAMETER Sheet NianberMANAGER:DH632836 44 CROSS, DEAD END OR TEE 2 7 11 16 214 ® COMPACT TO 95% MINIMUM STANDARD PROCTOR DENSITY. ® CS PIPE IS CONSIDERED A FLEXIBLE PIPE. 62 8822303950 90 BEND 3 6 10 16 DESIGNER:BMB2127 34 48g121723 6 45 BEND C-50125 22 1/2 BEND 14 17 172 3 5 7 91 DRAFTER:TWDIEXTERNAL MANHOLE SEAL (OPTION 2)FLEXIBLE PIPE STORM SEWER TRENCHALL THRUST BLOCKS A MINIMUM OF 12* THICK AND MUST BEAR AGAINST UNDISTURBED SOIL NOTE: EXTERNAL MANHOLE SEAL (OPTION 1) REVIEWER:JJD %NO SCALE WF-02520-2 02.18.15THRUST BLOCKS MANHOLE SEALS DETAIL§NO SCALE WF-02510-2 02.18.15 NO SCALE I CUNINGHAM GROUP Cuninghim Group Aithttiidura, Inc. SL Anthony Main 201 Main St SE Suite 325 Minneapolis. MN 65414 Tei; 612 379 3400 Fax: 612 3794400 WMWxunlnghaRLConi 0 mooreengineering, inc. ConsuWn 1806 East g Engineering • Land Surveying Avenue ■ Fergus Fads, Mnrteeotawww.mooTMnglnee1in9lnc.com CoRsuttant I hereby certify that this plan, specification, or report was prepared by me or imder my dir^ supervision and that I am a duly Licensed Professional Enoineer under the laws of the Revisions No. Date Pescilption Oocianent Phase: 95% SUBMITTAL>Migust22.2016Date: PIC/AIC: Drawn By: Checked By: Comm. No.: Project Title Shooting star Casino- Star Lake I HALF SIZE PLOT§ ^ I Sheet TideDATE:08.22.16I TYPICAL DETAILSREVISED REVISED g REVISED £REVISEDsiREVISED RECORDIEIPROJECT No. 18776-302 Sheet NumberDHMANAGER: DESIGNER:BMB C-502TWDDRAFTER:I£REVIEWER: JX> NO SCALE WF-02520-7 04.21.15§NO SCALE NO SCALE On#! © 9Mirci«ieaea»AiMMRtic niiweiw»ii< I- TOP Of CURB UP OF GUTTER -i wPTti \ i:(4' MIN. WALK) BIKE PATH) UP GUTTER —IUN|^W/2 1/2x12o 30* ac. 5"EXPANSION JOINT SMOOTH DOVl^ 24'24' XVARIES FLOW'W(a-r SEE OETAIL- SLOPE RATF to.,*s5eS5u(—^ V_____#4 REBAR MIN. 12‘____ LONG e 18* O.C. Uiii DRIVEWAY CROSSING PLATE150.0' MAXIMUM ,.J I—i/r -#4 RONF. BARS O 24* O.C. BOTH WAYS 1/2"xir SMOOTH — DOV«LS » 30* 0.0. 2- NOT TO EXCEED 20:1 MAXIMUM SLOPE RATE r1/2' #4 REINFORCING RODS 2'-0* O.C -----DUMMY JOINTS EACH 4‘ OF LENGTH\ #4 BARs|o 24* O.C.FLOW LINE ® 60* ADJACENT TO CONCRETE SIDEWALK OR LANDING AT TOP OF RAMPS IS LESS THAN AT (TYP.)I-30*WHEN 4' DEEP. T -------1-------j-------1.------1^.|-------f- -V —j-|-_ t I I I__J_____, I L_lt^ 1 ,i__I—+ + + —h-j-4—j, H— + - + -^ -h-i h--|- 1__! l I LTOP OF RAMP RAMP mOTH.DEPRESSED CURB FOR PEDESTRIAN CROSSING WIDTH ALWAYS MATCHES BOTOM OF RAMP - SIDE VIEW9'2WIII20:T MAX COUN SLOPE LEACXNG ADJACENT TO R (TYP) RAMPS SHALL HAVE A TEXTURED SURFACE OUTSIDE OF WARNING PA ' NONSKID ANEL AREA.CUNINGHAM GROUP•DETECTABLE WARNING PANEL -ADA CURB RAMP Aa LINES YELLOW CUT-OFF REBAR 3* FROM EDGE ON BOTH ENDS -/ BARS NOT TO OVERLAP ENOS WTH SMOOTH DOWELS- -2-1/2*x12* SMOOTH DOWELS e 30* O.C. (TYP.)1/2* EXPANSION JOWT- 9M1 ^AWT 4* WDE ST ON THE 9TE PLAN. THE ’ 9WU. BE TU2377 (l£AO T BT EHERMN mUAMS OR ANr NEWLY PlACCO ASPHALT UNTIL AT OR UANUFACTUREH RECOUMENDATKN. 2* MAX OR FULL DEPTH AND TIE •TO CONCRETE CURB & WAU< WITH #4 REBAR X 12* • 18* O.C 6' THICK reinfl..:: CONCRETE-ii/ORCED TEReORIC TRAmC PAWTQLOW) HOTUKE TWO EQUAL NEWLY PLACED ASPHALT UHTL ATMANUFACTURER RECOHNEHOA NOT PAMT PLACEMENT 2. THE CONTRACTCR SHALL LEAST 24 HOURS AnER STE LAYOUT FOR OTHER STALL 4. CURINC COtWOUND ON CONCRSTE SHALL BE NARNNOS PRIOR TO smPNC NSTALLATICM. •2' MJN.-6' MAX.Cuningham Group AnMtKbn, bw. KMOSCD AT LOCATIONS OP DRIVEWAY SIDEWALK I CROSSING PLATEi- A ribssREMOVED AT LOCATICNS Of 2* SLOPE SHALL BE ZOX 5' WALK AND WIDER SHALL BE SAWED. THEY MAY TYPICAL ACCESSIBLE PARKING STALL LAYOUT 4*i 2. ALL JOINTS LESS THAN 3. (MOSSING PLATE TO BE COMHEROAL) WTH REBAR IN EACH DIRECTION. 4. OIAIRS ■■ ■■■USED 5. CONTRACTOR ST ON St Anthony Main 201 Main St. SE Suits 325 Minneapolis, MN 55414-J T COMPACTED -/ 6* MINIMLM -I I^VEUNG 8- COMMEROAL DETECTABLE WARNING PAN£L(S) (SEE APPROVED SUPPUER UST) TYPICAL PARKING STALL STRIPING ' BE TOOLED OR SAWED.5* MIN.k CONCRETE (8*MO SCALE TNOSCM£ S OR APPROVED SUPPORT DEVICES SHALL BE TO SUPPORT REBAR. AMP TO BE PLACED AT EXPANSION 4* COMPACTED CLAY 5MPACTE0 6*LEVEUNG 8* NOTATIONS: (l) JOINTS TO BE SF LESS THAN 5’ IN MOTH. OTHERWISE JOW SPACING SHALL BE 5*. ® 4-0- 1ff-0* INTERSECTIONS STRAIGHT CURB DETECTABLE WARNING PANEL DETAIL V- T^: 612 379 3400 Fax: 612 379 4400 8. ALL EXPANSION JOINTS SHALL 8E PLACED AT PROPOITY UNES WHERE POSSIBLE.APPROVED SUPPLIER UST:SPACQ) AT 4' FOR SIOEW 'ALK. <T 10'-0* WIDTH OR WIDTH AND ON I 7. SAW CENTERUNE JOINT ON PATHS. IT SHAU BE SPUT FOaOW THOSE CURVES, I.E. NO STRAIGHT LINE SEGMENTS. 6. TIE INTO EXISTWO WALK WITH #5x12*O.C. 9. OtOSS SLOPE SHAU. BE 2.0X 10. ALL BELO LARGER CURVES NEW CONSTRUCTION 1. ARMOR-TILE TACTILE SYSTEMS 2. COMPOSITE PAVER INLINE DOME 3. CASTINTACT BY MASCO. 4. DETECTABLE 5. TYPE 3 A.D.A. COMPU wwwxtnliighankcom BY ENGINEERED PLASTICS, INC. TILE BY A.D.A. TACTILE SYSTEMS. TURAL PR SAU TILE. FOR TYPICAL RESIDENTIAL SOEWALK, FOR MULTI-USE PATH DOWELS AT 24* BY HANOVER ARCHITEC RNING PAVERS BY WAU: PAVER ANT WA ODUCTS ® 5 JOINTS ON 5' WALK AND ABOVE SHALL BE SAWED. IW 5' THICK Ft» TYPICAL SIDEWALK THCK FOR MULTI-USE PATHMETAL ORPLASTICEDGIN&RINGS FILLEI MTH CLEAN. SHAF»> SANE D .GRASSPAVE2GRASS: THIN /CUT SCO OR MYWtOSED) . THEY MAY BE TOOLED OR SAWED. CONCRETE SIDEWALK AND RAMP DETAILS SIDEWALK/MULTI-USE PATH DETAIL NO SCALE mooreNOSCAi£H engineering, inc.s;.t i Consulting Engineering • Land Surveying 1808 East Rf Avenue • Fergus FaHs, Minnesota _____PERFORATED W SQUARE POST§www.mooreengineer1nglnc.com (2)gSUPPORT SPACING -^11f-MiCOMPACTED STE SOILS COMPACTED SAND AHD »AVEL BASE coimsE, DffTH VARIES -*1HYOROGROW - son. AliMENOMENT - KLOW . . .. _ /FERTIUZER I RINGS METAL OR PLASTIC EDGING nWSH GROUND •26’- #4 X 24* DEF BARS • 30* O.C SPACING CURB IS ADJACENT TO CONCRETE PAVEMENTir W m ^2 1/2*xia* 12go. \ I, II OMNI-DIRECTIONAL »-E _ UJ LU SLEEVE W/4(INCIDENTAL) 0 POST AND ANCHOR OVERLAP SHALL BE 3 INCHES HIN. (D POST - PAY LENGTH (3) 4' ANCHOR - PAY LENGTH 3/8* Ir 2"12* O ^ S* MIN. OH THICKNESS © OF CONCRETE PAVEMENT WHICHEVER IS THICKER J’ft-Grasspave2 Permeable/Porous Paver Edgeing Detail EX. CONCRETE CURS a GUTTER BLADES USE THIS DETAIL FOR EDGING GRASSPAVE2 AREAS MIN NOT TO SCALE 1600 JockBon SVeaL Suit* 310 Golden J-*-' , COaOO-233-1510 OR 3 FAX: 303-373-1223 www.InvrBbI 04/11 J303-373-1234 -12“-6"M1N. Invisible Structures, Inc.GP2EDaNG11.d«9 *stnj6turM.eem MNOOT CL-5OU #4 X 24* DEF BARS • 30* aC SPACING CURB IS ADJACENT TO VEUENTIr_ 5* MIN. OR THICKNESS ® OF CONCRETE PANtUENT WHICHEVER IS THICKER ftSIGN PLACEMENT NOSCALE VE2 \ :AVEL UNITS GRASS RLLED GRASSPA COMPACTED ROAD BASE CONCRETE SANDY GR MiN.Consultant mmm J I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Li^sed Professional Enginew under the laws of the -----12‘-6*MiN. MNDOT CL-5INFLOW KNOCKDOWN CURB AND GUTTER NO SCALE Stated Ml ta. 3EL0W BASE COURSE [?:»e^c [RMEABLE PLATE C (2 UFTS)DATE:0eg2/16 REGNO. <62839>ACIED >AfKNQ GREEN LETTERING WHITE BACKGROUl BLUE SYMBOL : CM NOPARNNQ-I EXISTING CONCRETE R7-14irxis"R7-1412*X18*Revisions No. Date DETAIL { -Description -BLACK lETIERING ON- WHTE BACKGROUNDNOTE: COMPACTED SUBGRADE, 9535 MOOIFIEO PROCTOR DENSITY GRASS/PLANT TYPES SHAU BE SPECFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER R7-8B 12*x«’•GREEN imERWG ON WHITE BACKGROUND 8aII1 #4 X 24* DEF BARS O 30* O.C SPACING CURB IS ADJA(^T TO CONCRETE PAVEMENT -PERFORATED SQUARE POST-sjiI irffi*<^ 6* MIN. OR THICKNESS © OF CONCRETE PAVEMENT WHICHEV0? IS WICKER iia COUNTY HIGHWAY ASPHALT SECTIONGRASSPAVE2 AT CONCRETE EDGE r T® POST ANO ANCHOR OVERLAP SHALL BE 3 INCHES MIN. ® 4' ANCHOT UNIT. <Z>9 MIN CHOOSE THIS PRODUCT FOR TURF REINFORCEMENT I Jockson SL SuHa 310 ten. Colorodo 80401 -233-1510 OR 303- . 800-233-1522 OR 233-8282 1-26-04 SNOT TO SCAL£invisible Structures. Inc. GPCONCt.dag 233-8383fS. AcrrsaRi F Jh»—12’-30foe 6"MIN. MNDOT CL-5 6’ DIA. SMOOTH STEEL PIPE RLLED W/3000 P.S.l. CONCRETE (PAINT WITH SAFETY YELLOW EPOXY) PARKING SIGN ASSEMBLY 4’ #4 X 24* DEF BARS O 30* 0.& SPACING CURB IS ADJACENT TO CRETE PAVEMENT NO SCALE ir^ S* MIN. OR THICKNESS © OF CONCRETE PAVEMENT WHICHEVER IS THICKER ii 4. MIN :SPECIFICATIONS UNIT SIZE - 50 50 CM (19.7*)t JX 2.5 CMCM X 50 CM (20" X 20* X T) AVAftJtBLE IN 9 STANDARD ROU SIZES .12"-6*MiN. MNDOT CL-5 16.7 CM (6.6*) 25 CM (9.8*)24" DIA. FILLED WITH CONC.IITHM 24 HOURS PRECQW6 PLACOCXI BF aos QALLCMS FOt SQUMS tUSX. APPLY INFLOW [}ocument Phase: 95% SUBMITTAL2. SUeCRMC TO SE SCARnO 10 A TO •» STMOARD PROCTOR CeNaTY.MOUNTABLE CURB AND GUTTER *GHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 402 KG/CM (5720 PSt) COLOR - BLACK (STANO/kRD) RESIN - UNIT VEi August 22,20^6 Date: NO SCALE REGULAR DUTY ASPHALT PARKING SECTIONRNISHED FLOOR ELEV PIC/AIC: BOLLARD POST DETAIL Drawn By. NDSQUf HOPE (WITH SOME P RECYCLED CONTENT) OST-CONSUk«R NO SCALE Checked By.FOtmOATION WALL- (BY OTHERS)PLAN GRASa’AVE2 SQUARES Comm. No.: Project TKte Shooting Star Casino - Star Lake TRENCH- DRAIN NEEN TYPE W/GRA1ED COVER AH R49' ■H" FRAME 96-A1 i-r ASPHALT WEAR COURSE I !-*• ASPHALT BASE COURSE I I /-a* u.Njj.aT. •« •' *-24*- AOJACENT ©?ASSPAVE2 SQUARES EXPANSION JOINT-JX 12" MIN.|-»-Ut:PAVEMOIT SLOPED- TOWAROS DRAIN JiJl ■1 ----------------^REWFCRCEHEMT FABRK SEE ENLARGEMENT BELOW HYOROGROW MIX BELOW RING SUWJED FREE BY MANUFACTURER UB6RADE A' ____RINGS RLLED WITH CONCRETE SAND (CLEAN, SHARP SAND) COAT - APPLY TACK COAT UMFCRM.Y AT 1HE RATE I WTHH 24 HOURS PRECEDMC PIACEMDIT GF THE COVEMC OF IT* AW COIW.-■j.. OF 0.09 GALLONS PER SQUARE YARD. AMY_ COMPACTED SANDY GRAVEL ROAD BASE 9555 MOOTED PROCTOR DENSITY - 6 INCTES TO 12 INCHES (DEPTH Cf BASE COUR^ TO BE DETERMINED BY ON-SITE ENGINEER) COMPACTED SU8GRA0E, I HALF SIZE PLOTLOADING DOCK TRENCH STORM DRAIN HEAVY DUTY ASPHALT PARKING SECTION 4' NO SCALE •(3) 12*-#4 REBARSCOUR STOP SOD TRANSITION MATS OVER -^wOR STOP OVW SOO TRANSITION MATS BOC NOSCM£[23.Sheet TitleDATE:08.22.16 ■ I TYPICAL DETAILSSECTION TOP OF GRASS ROOT MASS 6 MM (1/4") ABOVE TOP W RING ,:;sPAVE2 attach SNAP-RT FASTENERS ROOT MASS TO GRASSPAVE2 if(3) 12*-#4 REBAR- REVISED: CONTINUOUS No. 4 THROUGH CASTING^ 3" MIN. f^AR -4*-BI'I tf.-U-t REVISED:T’SECTION A-AI1WITHiGRASIg1i=CLR REVISED: (3) 12*-#4 (54* LONG) (3) 12*-#4 (42* LONG) REBARFILLSTRUCTURE ir uJLO.ar. oass s graicli---T"MIN.[—REVISED: •6 1/8"iIIAREBAR (3) 12'-|4 REBAR ■COMPACTED SANDY GRAVEL BA^ COURSE 3-13- 3/4*-i-^-^ 1 12* [^(i 12--#4 -1’21 REVISED:i :rf- VARIES (Do.50 BOQ-EOC \ 0.50 <D / aoc^oc ENLARGEMENT RECORD: 1/2* X 18* 24“ -SMOOTH OOVCLS (TYP.) 6"4"I r CURB GRASS/PLANT TYPES SHALL BE SPEORED BY A LANDSCAPE ARCHITECT OR LANDSCAPE OESKNER. o.nn I n.rxi ,■"©^ 3*I , 0.003- -£m>, 0.00 SECTION B-B NOTE 12" PROJECT No. 18775-302&REB [«*-----24 1/4" •I GUTTER Sheet Number-31“-MANAGER:DH L°^SUBGRACE TO BE SCAfBFIED 2. FElirORCNe SHAU BE fA I A-V 3-f yt ^CONTROL JOINT-/ I TO A DEPTH OF 12* > BARS • 24* 0.a EACH V rj E)PANSION JOINT-' CaVPAOED 10 BK StAMMtt PmCTO) OENSnY. EXPANSION J«NT 0.4'0.4’ SIDE VIEW DESIGNER:BMBTYPICAL GRASSPAVE2 DETAIL CONRNUOUS No. 4 REBMT-<REGULAR REINFORCED CONCRETE SECTION C-503© ELEVATION MAY VERY BASED ON SLOPE OF CURB.DRAFTER: TWO CHOOSE THIS RtOOUCT FOR REINFORCING GRASS WEARING SURFACES © NEENAH R3067 TYPE V OR VB.REVIEWER:JJD kson St., Ste. 310 GOLDEN, COLORADO 80401 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 1600 Jock MO SCALESNOT TO SCALE Invisible Structures. Inc. CURB CUT AND CONCRETE SPILLWAYCURB AND GUTTER INLET WITH MOUNTABLE CURBNOSCALE NO&M£P 303-233-8282 I .Invisbl 10/05e» tnictureB.comCP0CTJ2WC S A •. \ ’ t CUNINGHAM GROUP RECEIVED AUG 2 i 20t6 CunfaighanG ArchMscturv, I iroup Inc. SL Anthony Mai) 201MainSLSE Suite 325 Mimeapok, MNLAND & RESOURCE 55414 < Tek 6123793400 Fax: 612 379 4400 www.cunlnghanLConi APPROXIMATE LOCATION OF SHORELAND MANAGEMENT DISTRICT Consultant exp U.S. Services 414.22 241 N.Miwaukee, Wisconstn 1.0088 Broadwey. Suite 203 Revisions No Date Description COORDINATION NOT FOR CONSTRUCTION >■ COCOORDINA1KINDocumetantase: Date:August 05.2016 Thomas HoskensPiC/AIC; Drawn^Author ChectodBy:Checker Comm.Noj 1&0573 Project Title Shooting Star Casino - Star Lake Sheet Title Electrical Overall Site f».Plan i Sheet Number E050 2 Electrical Overall Site PlanG>3 r = 80'-0"copMi © »ib*c«*e™aae/weeuut (etMeivuHALF SIZE PLOT Illuminance (FC) Average Max Min AvgTMin. Parking Lots 2.19 15.4 0.1 21.9 CUNINGHAM GROUP Pathways 1.33 38.3 0.0 Roadways 115 5.7 0.1 11.5 RVPark 1.1 6.1 0.0 Service Roads 0.95 7.4 0.0 CuninghamGroi^i ArcMtMta*»,lnc. 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Wisconsin .0088 Broadway, SuMe 203USA vwMafxcxn • Nnsnciua • auBBWiiam rtodoioni No Date Description COORDINATION NOT FOR CONSTRUCTION CCixfTErt Ftiass CO COORDINATIONCOBAugust OS. 2016F=C/AiG Thoiras HosksnsASC OedelBy:MGH Qnml^1SOS73 nqecriilie Shooting Star Casino - Star Lake 3ieet1He Electrical Level 1 Photometries Plan - AreaD Sheet ^isrber EL056N eElectrical Level 1 Lighting Floor Han - Area D(T>1/8* = 1'.0“HALF SIZE PLOT QryVl € SNIyQr*eviOa|iMea«tc WRdetawi Bi CUNINGHAM GROUP AnMadiv^hv. SLA#ovNfer SUI9325 MmapiSiM^ 35m \ /*<■ Tet 6123793400 Fac 6123794400 Of*l^ Cooper Lighting Gleon PI HEAD: GLEON-AE-04-LED-E1-T4FT-BZ-8027-530 4 LIGHT SQUARES - 530mA POLE: RSS4A18SFN1 HEIGHT: 18' 2700K Hevi Lite Accent A2 HL-386-BK-GL-13-LA-3 LAMP: SM16GA-07-25D-927-03 LINEAR SPREAD LENS TRELLIS MOUNTED 2700K P2 HEAD: GLEON-AE-04-LED-E1-T4FT-BZ-8027 4 LIGHT SQUARES-1A POLE: RSS4A18SFN1 HEIGHT: 18' 2700K GomAarC exp U.S. Services 414^1.0088 241 N. Broadway. Suite 203 MBwaUcea. WisconsinUSA P3 WMafvocrr HEAD: GLEON-AE-04-LED-E1-SL2-BZ-8027-530-HSS 4 LIGHT SQUARES - 530mA POLE: RSS4A18SFN1 HEIGHT: 18' 2700K No__Date Description P4 HEAD: (2) GLEON-AE-04-LED-E1-T4FT-BZ-8027-530 4 LIGHT SQUARES - 530mA POLE: RSS4A18SFN1 HEIGHT: 18' 2700K COOROINATION NOT FOR CONSTRUCTION P5 HEAD: GLEON-AE-01-LED-E1-SL2-BZ-8027-530 1 LIGHT SQUARE-1A POLE: RSS4A10SFN1 HEIGHT: 10' 2700K CbofTHlRBBec CD COORDINATION raw AU9U6I19,2016 PC/filG Tbornss HoskensP6DawiEy.ASCHEAD: GLEON-AE-04-LED-E1 -SLL-BZ-8027 4 LIGHT SQUARES-1A POLE: RSS4A18SFN1 HEIGHT: 18' 2700K ChededE^MGH Orrml'b: Reject Tide Shooting star Casino- Star Lake 1&05732S DEGREE BEAM Beam Oia at 50% CBCP(ft} Fiekt Dia at 10% cacpcitj Foot-candles (%ofCBCP)P7 HEAD: GLEON-AE-04-LED-E1 -SLR-BZ-8027 4 LIGHT SQUARES-1A POLE: RSS4A18SFN1 HEIGHT: 18' 2700K 1-3 Z1 11.1% 2.7 4.1 2.8% Sheet Die Exterior Fixture Information 4.0 6.2 1.2%91 P8 HEAD: GLEON-AE-04-LED-E1-SL4-8027 4 LIGHT SQUARES-1A POLE: RSS4A18SFN1 HEIGHT: 18' 2700K 5^3 a3 0-7% c: I 15'6.7 0-4%10-3 3ieetF4ntei EL057?P1, P2, P3, P4, P5, P6, P7, P8 A22 OMri € **l|(Qrt0«nQa(>MaMh: plF«enm4I5 CUNINGHAM GROUP Orin^onOof]AiHtBchfiAkT^ SLAtcryMin201MiiaSE Mr^xis.M4 £6414 Tel: 6123793100 6123794400 wwworir^anair OonaJtart exp U.S. Services 414221 241 N.t Mh«aukM.Wi8Consln .0068 Broadway, Suits 203USA vwMoqptccrr ■sew* • vcwwi ngviaicrw No DescriptionDate COORDINATION NOT FOR CONSTRUCTION DxUTBtReSB COCOOROtNATlON Ai^ust19.2016€Bki Thomas HosicensF1C//NG QatfiBy ASC ChecfcerOededE^ Garmhh: F¥cjectlilie Shooting Star Casino - Star Lake 164)573 I m ShBetIWe Exterior Fixture Informations' I Sheet F4nt» EL058 i QMri *4lyaittfn0a^Ail*AM»E.ii5 .\- ■ X x> ■:' ' ^ :h■ - - ' C.T•j -■f Proj^trl^i Svir'/ej I RECEtVED AUG 2 4 2016 LANDS RESOURCE » ♦ '•I + llS J ALTA/ACSM LAND TITLE SURVEYVStic. 14 T. i:i:)M,R. 4:W u NE COR SEC. 15 -135-41 THAT PART OF SECTION 15. TOWNSHIP 135 NORTH, RANGE 41 WEST AND THAT PART OF GOVERNMENT LOTS 10 AND 11 SECTION 10, TOWNSHIP 135 NORTH. RANGE 41 WEST OTTER TAIL COUNTY. MINNESOTA ll I ‘sroo’3rw / pfii$w^- 34.54'± \V\EAST SEC. 10-EAST UNE OF SEC. 15-135-41 LEGENDIIRON MONUMENT FOUND BLM MONUMENT FOUND MENT SET AND MARKED SURVEYOR NO. 43807 66’ V IRON MONU WTH LAND O EXISTING W£LL EXISTING SEPTIC CLEAN OUT EMSTING SIGN CXIST^G MAILBOX EXISTING UTILITY PEDESTAL EXISTING ELECTRICAL PEDESTAL EXISTING P0V«:R POLE SETBACK UNE EXISTING UNDERGROUND ELECTWC UNE EXISTING OVERHEAD POWER UNE EXISTING FENCE EXISTING EDGE OF HELD EXISTING TREE UNE EXISTING CUL\«RT EXISTING BUILDING EXISTING BI7UMH40US SURFACE EXISTING CONCRETE SURFACE EXISTING GRAVEL SURFACE EXISTING DEUNEATED WETLAND EXISTING CATTAILS 8 e8 S BASIS OF BEARING: THE NC«TH LINE OF THE NW 1/4 SECTION 15 HAS AN ASSUMED BEARING OF S88'2ri2*E IB Tl> 0 150 Scale in Feet 111 I, ---- FKU — ----#-'-y-I >--< I WlL bV i (lE p fliili \\N ■^NORTH LINE OF SEC. 15-135-41 GiLd’jlS 8STAR LAKE 88 ID #56-0385-00 GENERAL DEVELOPMENT OHW ELEV: 1329.5 FT DATUM: NGVD 29 (FT) 88 V /mfh'iWATER'S EDGE (OHWL) OF STAR LAKE' AS FIELD LXATEO ON 1-20-16 x\' 4 I•NE COR OFhiNW 1/4-NE 1/4 SEC. 15-135-41 STAR LAKEM/ Ji ' ID #56-0385-00 GENERAL DEVELOPMENT OHW ELEV: 1329.5 FT DATUM: NGVD 29 (FT) S0*33’26"W %HALF SIZE PLOTVI . // sEc.™y 4:^V b) i, vS- 'fSpIIfilKPilliyS VICINITY HUM*.............. SOUTH UNE OF-^ > ' NW 1/4-NE 1/4 * *1/ SEC. 15-135-41 . . _J "to \66’C"-\HHk o .4 +,s I S6'32'44'W 1313.99'f|Tj{N \\+ +A/N \\+/I\'^NE OR OF + +AEAST UNE OFW 1/-SW 1/4-NE 1/4 ‘ ‘ 'N 1/2-SW 1/4-NE 1/4 ‘ ' , S£ COR OF^ .SEC. 15-135-41 'v X . . SEC. 15-135-41 ' . . W 1/2-SW 1/4-NE 1/4■ /-----------4...-^-: • + + ++ ----- ) \xi ++i •F ++,.,-i +++•f ......y x J++1350- /f' •f /+ \+■ A”'7 • * /* 'EAST-WEST 1/4 UNE SEC. 15-135-41 + +4 ALTA/ACSM LAND TITLE SURVEY/4- CN]4-4 SURVEYED PROPERTY ADDRESS:CLIENT: CENTRAL MINNESOTA LAND COMPANY LLC 1117 MINNESOTA AVE DETROIT LAKES, MN 56501 V)4- 4-4 OOCO z 4-4- 4-4 4- 4-4-4-4 F 4- 4- %\fmMMssi mooreI61.71’±^ engineering, inc.-F -F 4 ConsuMng EngbiMring • Land Surveying 1W8EaRRrAv«nu>» Fergus Fdk, MNuaoM4- 4- -F 4- 4- 4- 44-4-4- UATCH^UNE + + + -t+ + +!?Ai + + + + ':A. . 1 j lXX"/ 294.21' mim 't PROJECT NO.18775DRAWN ON: DRAWN BY: CHECKED BY: PROJECT MANAGER: FIELD BOOK:PAGE: LAST DAY ON SITE: REVISED:_____________ 02.05.16\JNORTH-SOUTH 1/4 UNE SEC. 10-135-41 V LFBA! I I 8 CENTER OF * SEC. 15-135-4V * ‘ CDH '"n\ (\ Cc7-r<, 1 ■ |------- ■/]CDH V-101 _-8/ / ;01.20.16I SHEET 1 OF 3 ■ • •i iV' Bill kalar Bill Kalar Thursday, October 27,'2016 11:59 AM 'Lindgren, Tirn.G.' Kyle Westergard RE: 9/21 Planning Gommission Meeting - Impervious Service & Wetland Follow-up From: Sent: To: Cc: Subject: . -'j Hi Timl- sorry for my delayed response, but I thought we might eventually, connect on the telephone. As to your questions (same order as asked): 1) I think you may be mixing a couple of applications in your question regarding impervious surface. The exclusions you mention are used when a lot is created. The idea behind these exclusions is to insure sufficierit buildable area • ' t ■is included in all new lots. For purposes of imperyious surface calculation, we use the overall lot area (size) without these exclusions. 2) We consider wetlands as being pervious since the definition (see II. 42. On page 5 of our Ordinance) refers to a "constructed hard surface" which a wetland is not. In addition, wetlands by their nature tend to hold surface water for a period of time allowing it to soak into the ground, evaporate, or runoff. 3) The NWI maps are simply a reference to help locate wetland areas. An onsite wetland delineation is required to accurately determine wetland boundaries. It is my understanding that an onsite wetland delineation for this property has been done in order to determine wetland impacts/required mitigation. Kyle Westergard, our wetland specialist would have more information regarding this matter. He will also review/comment on this portion of the EAW when the time comes. 4) Due to the holding capacity of the wastewater treatment ponds, I would consider them as being pervious (similar to a wetland). ; 5) I agree that impervious surface should be.looked at in the context of impact. In this case, the impervious surface should be calculated based upon the amount of Shot'eland Area on each side of Gounty Highway #41. •f • Hopefully this answers your questions. If not, please contact me (218-998-8105). Bill Kalar Land & Resource Mgt. 218-998-8105 (^?OTT€R TIIH \jy ;00«an • •I8BIIOM From: Lindgren, Tim G. [mailto:Timothy.Lindgren@gd-ms.Gom] , Sent: Monday, October 10, 2016 4:36 PM To: Bill Kalar Cc: Kyle Westergard Subject: RE: 9/21 Planning Commission Meeting - Impervious Seri/ice 8i Wetland Follow-up Hi Bill, t ' Thanks for the timely and thorough responses to my questions. If you don't mind I would like to exploreja couple of the responses in more detail. It's a little difficult for me to call during work hours, so I thought I would capture some of my questions in an email and will try to follow up sometime mid-week with a phone call. 1 I / _• ~/L i.T-j.. , ' Your answers to questions 2) & 3) provided the clarification I was looking for - thanks! In my reading of the SMO I got a different interpretation than you provided on how wetlands should be considered with regard to the impervious surface calculation - so hopefully you can clarify that for me. Section IV. General Requirements 11. Planned Unit Development (PUD) E. Commercial PUD.... 2. Design Criteria c. Erosion Control and stormwater management for Commercial PUDs must: 2. Impervious Surface cover must not exceed 25% of the first tier and 25% or the overall development. A PUD must also conform with the stormwater management provisions in Section IV.8. IV.8. Stormwater Management B.l. Total impervious surface coverage of lots must not exceed 25% of the lot area, of which buildings must not exceed 20% of the lot area. Impervious surface coverage within the SIZ must not exceed 260 square ft. According the Section III.3 for Riparian Lots - Lot Area (ft^)* *Excluding all public road right-of-ways, wetlands, bluffs, or land below the OHWL of public waters. So am I interpreting this incorrectly or why would wetland area be considered pervious surface in the calculation of lot area? If the wetland area should be excluded then I have a follow up question. There was a new \A/etland Delineation completed October of last year. Based upon the drawings from that report, it appears that there is more wetland than was identified in the NWI wetland Inventory. If the wetland area needs to be excluded, I would like to know that someone has verified the wetland area calculation based upon the new wetland delineation. I believe the figure in the EA\A/ was 34.9 acres after the wetland mitigation, but don't know how much of that is in the shoreland area. Looking for your comments on the two questions below. - On question 11) I understand that the MPCA will be reviewing the sewer treatment plan for compliance, but the location was provided in the CUP application and from the EAW there will be 17.4 acres of wastewater treatment. Per MPCA guidelines these would be either clay or synthetic lined ponds that would hold the effluent until it was discharged into the RIBs on the East side of Co Hwy 41. Even though the proposer did not include the 17.4 acres I would argue that they should be part of the impervious surface calculation? Last question, which I brought up at the 9/21 Planning Commission Meeting, but forgot to include in my list of questions. The SMO does not seem to address how to do the impervious surface calculation if there are impacts to more than one lake. In my opinion there should be a separate impervious surface calculation done for each shoreland area. Would you agree? Regards, Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 218-758-2528 From: Bill Kalar rmailto:bkalar(i5ico.ottertail.mn.us1 Sent: Thursday, October 06, 2016 2:04 PM To: Lindgren, Tim G. Cc: Kyle Westergard Subject: RE: 9/21 Planning Commission Meeting - Impervious Service 8i Wetland Follow-up Hi Tim - in response to your questions ( same order as asked including both E-Mails): 1) You are correct that an Impervious Surface calculation should be submitted. In the informational packet provided, page ZP-103 provides this information (Impervious area is listed as being 20% east of Co. Highway # 41 and 2.4% west of Co. Highway #41). 2) Impervious surface should be calculated on each side of Co. Highway #41 ( see #1 above). 3) Typically Impervious Surface would be calculated based upon that portion of the property within our jurisdiction (i.e. a Shoreland Area). Therefore, the calculation for this proposal (parking lot/driveways) should be based upon the "fee land" area easterly of Co. Highway #41 and within 1,000 ft. of Star Lake since that is the limit of our jurisdiction. I have not seen a calculation that includes all the "fee land" so I don't have a number for you. 4) Since what may happen in a Phase II or III has not been shown, it would not be evaluated at this time. If, however a Phase II or III proposal were to be made, a revised Impervious Surface calculation would be part of that discussion. 5) If your question is how does a wetland affect the Impervious Surface calculation, the answer is the wetland area is considered pervious surface and would be part of the property area. 6) The area included as Public Road Right of Way (i.e. Co. Highway #41)should be excluded from the Impervious Surface calculation. Wetlands and Land Below the OHWL should not be. From the map on ZP-103, it appears the Public Road Right of Way was excluded from the calculation. 7) OHWLs are established by the MN Department of Natural Resources (DNR). 8) From a strictly legal perspective, it is my understanding that what happens on the "trust land" is separate from what happens on the "fee land" since the "trust land" is outside of the County's jurisdiction (i.e. the provisions of our Shoreland Management Ordinance). From a logical perspective, in this situation what happens on the "trust land" may affect the lake and as such should be included in the EAW discussion. 9) For purposes of Impervious Surface calculation, land above the OHWL is included regardless of its elevation. The key words being the land above the OHWL. 3 ' 10) I'm not sure of the question. 11) The Sewer Treatment System will be reviewed and/or permitted by the MN Pollution Control Agency (MPCA). Since this is the case, I have not reviewed the proposed sewer treatment plan(s) other than a general concept plan which indicates most of the proposed sewer treatment system will be located westerly of Co. Highway #41. If you have any additional questions regarding this matter, please contact me (218-998-8105). Bill Kalar Land & Resource Mgt. 218-998-8105 Tfliioofon • From: Lindaren. Tim G. rmailto:Timothv.Lindqren@qd-ms.com1 Sent: Thursday, September 29, 2016 9:18 AM To: Bill Kalar; Kyle Westergard Subject: RE: 9/21 Planning Commission Meeting - Impervious Service 8i Wetland Follow-up One other item for the list below. I believe the sewer treatment and infiltration ponds will be lined and should also be considered impervious surfaces for impervious surface calculation? Also below where I said less than 3' above OHWL, I meant less than 3' above the water table. Regards, Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 218-758-2528 home 612-999-5059 cell From: Lindgren, Tim G. Sent: Tuesday, September 27, 2016 8:56 AM To: Bill Kalar; 'kwesterg@ottertail.mn.us' Subject: 9/21 Planning Commission Meeting - Impervious Service 8i Wetland Follow-up Hi Bill and Kyle, I understand that the WEN Shooting Star Casino Project may be technically in compliance with the impervious surface requirements - biit have some questions I would like clarification on. 1) I believe the application requires that an impervious surface calculation be submitted. Was this included in this CUP application? 2) It's my understanding that parcels separated by a road can't be combined - so is it accurate that the property East of Co Hwy 41 needs to be calculated separately from the property West of Co Hwy 41? 3) It looked like the impervious surface total provided in the CUP application was ONLY for the impervious surface within the 1000' Shoreland Management Zone - is this correct? What is the total impervious surface area for the entire project? 4) It is my understanding that will be additional development in Phase II and Phase III of the project - does the impervious surface introduced in these phases somehow, get evaluated as part of this application? 5) It looked like the wetland on the drawings came from the new wetland delineation report. Hovy is this information put irito the calculation since there is no readily available NWI GIS data? Has this been verified in their submission? 4 6) It is my understanding that road right of way, wetlands, and area below the OHWL need to be subtracted from the denominator in the calculation - is this correct? \A/as this done? 7) I looked at the GIS data on the OTG website and did not see the OHWL data - where does this data come from? 8) I did not see any guidance in the SMO on projects that span both Fee Land and Trust Land - how is the impervious surface on the Trust land used in the evaluation of this project as a whole? I am asking because EAW and the Wetland Replacement Plan application considered the Fee and Trust land together? 9) It wasn't clear to me in the SMO whether area less than 3' above OHWL the water table should be included in the calculation - can you clarify? 10) What steps need to be taken to for areas less than 3' abo^e OHWL the water table? Was this included in the CUP application? 1Regards, Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 218-758-2528 5 3;1. VW4il WdtesS.^oM fMk L' •.< •i i3 :•(■:. _;■ ; , !■ V ■'. OTTER TAIL COUNTY LAND & RESOURCE MANAGEMENT PUBLIC WORKS DIVISION WWW.CO.OTTER-TAIL.MN.USOTTER TfllleOBflTT-*l GOVERNMENT SERVICES CENTER 540 WEST FIR AVENUE FERGUS FALLS, MN 56537 218-998-8095 FAX: 218-998-8112 October 17, 2016 White Earth Enterprises, EEC Eiz Foster^Anderson, Executive Director 3282 Highway 59 South Suite 10 Waubun, MN 56589 Re: Star Eake Casino, Eot Alteration Permit No. 7800 Dear Eiz Foster'Anderson; Enclosed herein please find copies of the Eot Alteration Permit No. 7800. If you need any additional information, please contact our Office. Have a great day. Sincerely, /[yvwj Amy Busko Permit Technician Enclosures OTTER TAIL COUNTY IS AN EQUAL OPPORTUNITY EMPLOYER OTTER TAIL COUNTY LAND & RESOURCE MANAGEMENT PUBLIC WORKS DIVISION WWW.CO.OTTER-TAIL.MN.USOTTCRTflIl GOVERNMENT SERVICES CENTER 540 WEST FIR AVENUE FERGUS FALLS, MN 56537 218-998-8095 FAX: 218-998-8112 October 13, 2016 Central Minnesota Land Co. LLC White Earth Nation PO Box 418 White Earth. MN 56591 RE: September 27, 2016 County Board of Commissioner’s Meeting Minutes Central Minnesota Land Co LLC, White Earth Nation Conditional Use Permit Application; Star Lake (56-385) To Whom It May Concern: Please find that, I have enclosed the Minutes from the September 27, 2016 County Board of Commissioner’s Meeting indicating that your Conditional Use Permit Application has been tabled to until the Environmental Review Process has been completed. If you have any questions, please contact me. Sincerely, . ^ Marsha Bowman Office Administrator OTC Board of Commissioners' Minutes September 27, 2016 Page 5 WHEREAS, mental illness includes major depression, bipolar disorder, schizophrenia, anxiety disorders, posttraumatic stress disorder (PTSD), attention-deficit hyperactivity disorder (ADHD) and borderline personality disorder, and; V\^EREAS, mental illness is a highly treatable medical illness affecting the brain and requiring the same concern as cancer, heart disease, diabetes and other illnesses, and; WHEREAS, scientific research is constantly working toward breakthroughs in the understa^hg of mental illness, resulting in more effective treatments to allow people to reclaim full and productive N^;«and; WHEREAS, misunderstandings exist about mental illness and social culture ofte stigma on mental illness that discourages people from seeking help when they n|iP i .1vr^\y imposes a A \A,VWfEREAS, every citizen and community can make a difference in helpi individuals and families affected by mental illness. % , to Ifl^ppve the lives of NOW, THEREFORE, BE IT RESOLVED, the Board of Corrmissio^s'*<Mer^ait^ounty, Minnesota, do hereby proclaim October through October 7** 2016 as l^ntaP^es^^^^reness Week in Otter Tail County to increase public awareness of mental illness and to pror^^ i^atm^ and recovery. VOTTER TAIL COUNTY BOARD OF COMMISSIONERS ed; By:. Att^'Leland R. Rogness, Chair Larry Krohn, Clerk Long Ten Human Services Supervisor Jody Uem September 2016”. The document idwtti regarding the assessment proofs aw homes whenever appropriate^jj^ rOli|a Choices Update emitted a'^ocument titled “Long Term Care Service Overview, ^LTC^aff, programs and goals of the unit. Discussion followed hw^r^wchnology may play a role in keeping the elderly in their Recess and Reconvenelired the meeting of the Otter Tail County Board of Commissioners ird meeting was reconvened at 11:05 a.m. At 11:00 a.m., Chair^pgne^. recessed for a shoit br^^ The ^ Planning Commission Recommendations Conditiorfal Use Psmiit - Central Minnsxnta L anH Co /1 CAA/Nts Barth Nation Land & Rl^ource^Directi^r Bill Kalar reported that the Planning Commission met September 21, 2016, to di^ss .a C^B^itiifrial Use Permit application from the Central Minnesota Land Company and the White Eanh Natign for property in Section 15 of Star Lake Township. The application is spectfic to a proposed parking lot and driveway accessing from County Highway 41. The Planning Commission recommended that the CUP application decision be tabled until completion of the Environmental Review process citing four main reasons to table the application. Motion by Johnson, second by Huebsch and unanimously carried to concur with the Planning Commission recommendation and table the Conditional Use Permit request regarding the parking lot and driveway for the reasons stated in the September 21,2016, Planning Commission minutes. The proposal is located in That Part of Government Lots 10 and 11 and That Part of Section 15 of Star Lake Township: Star Lake (56-385), GD. Bill Kalar Lindgren, Tim G. <Timothy.Lindgren@gd-ms.com> Monday, October 10, 2016 4:36 PM Bill Kalar Kyle Westergard RE: 9/21 Planning Commission Meeting - Impervious Service & Wetland Follow-up From: Sent: To: Cc: Subject: Hi Bill, Thanks for the timely and thorough responses to my questions. If you don't mind I would like to explore a couple of the responses in more detail. It's a little difficult for me to call during work hours, so I thought I would capture some of my questions in an email and will try to follow up sometime mid-week with a phone call. Your answers to questions 2) & 3) provided the clarification I was looking for - thanks! In my reading of the SMO I got a different interpretation than you provided on how wetlands should be considered with regard to the impervious surface calculation - so hopefully you can clarify that for me. Section IV. General Requirements 11. Planned Unit Development (PUD) E. Commercial PUD.... 2. Design Criteria c. Erosion Control and stormwater management for Commercial PUDs must: 2. Impervious Surface cover must not exceed 25% of the first tier and 25% or the overall development. A PUD must also conform with the stormwater management provisions in Section IV.8. IV.8. Stormwater Management B.l. Total impervious surface coverage of lots must not exceed 25% of the lot area, of which buildings must not exceed 20% of the lot area. Impervious surface coverage within the SIZ must not exceed 260 square ft. According the Section III.3 for Riparian Lots - Lot Area (ft^)* *Excluding all public road right-of-ways, wetlands, bluffs, or land below the OHWL of public waters. So am I interpreting this incorrectly or why would wetland area be considered pervious surface in the calculation of lot area? If the wetland area should be excluded then I have a follow up question. There was a new Wetland Delineation completed October of last year. Based upon the drawings from that report, it appears that there is more wetland than was identified in the NWI wetland Inventory. If the wetland area needs to be excluded, I would like to know that someone has verified the wetland area calculation based upon the new wetland delineation. I believe the figure in the EAW was 34.9 acres after the wetland mitigation, but don't know how much of that is in the shoreland area. 1 Looking for your comments on the two questions below. On question 11) I understand that the MPCA will be reviewing the sewer treatment plan for compliance, but the location was provided in the CUP application and from the EAW there will be 17.4 acres of wastewater treatment. Per MPCA guidelines these would be either clay or synthetic lined ponds that would hold the effluent until it was discharged into the RIBs on the East side of Co Hwy 41. Even though the proposer did not include the 17.4 acres I would argue that they should be part of the impervious surface calculation? Last question, which I brought up at the 9/21 Planning Commission Meeting, but forgot to include in my list of questions. The SMO does not seem to address how to do the impervious surface calculation if there are impacts to more than one lake. In my opinion there should be a separate impervious surface calculation done for each shoreland area. Would you agree? Regards, Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 218-758-2528 From: Bill Kalar [mailto:bkalar@co.ottertail.mn.us] Sent: Thursday, October 06, 2016 2:04 PM To: Lindgren, Tim G. Cc: Kyle Westergard Subject: RE: 9/21 Planning Commission Meeting - Impervious Service & Wetland Follow-up Hi Tim - in response to your questions ( same order as asked including both E-Mails): 2 1) You are correct that an Impervious Surface calculation should be submitted. In the informational packet provided, page ZP-103 provides this information (Impervious area is listed as being 20% east of Co. Highway # 41 and 2.4% west of Co. Highway #41). 2) Impervious surface should be calculated on each side of Co. Highway #41 ( see #1 above). 3) Typically Impervious Surface would be calculated based upon that portion of the property within our jurisdiction (i.e. a Shoreland Area). Therefore, the calculation for this proposal (parking lot/driveways) should be based upon the "fee land" area easterly of Co. Highway #41 and within 1,000 ft. of Star Lake since that is the limit of our Jurisdiction. I have not seen a calculation that includes all the "fee land" so I don't have a number for you. 4) Since what may happen in a Phase II or III has not been shown, it would not be evaluated at this time. If, however a Phase II or III proposal were to be made, a revised Impervious Surface calculation would be part of that discussion. 5) If your question is how does a wetland affect the Impervious Surface calculation, the answer is the wetland area is considered pervidus surface and would be part of the property area. 6) ' The area included as Public Road Right of Way (i.e. Co. Highway #41)should be excluded from the Impervious Surface calculation. Wetlands and Land Below the OHWL should not be. From the map on ZP-103, it appears the Public Road Right of Way was excluded from the calculation. 7) OHWLs are established by the MN Department of Natural Resources (DNR). 8) From a strictly legal perspective, it is my understanding that what happens on the "trust land" is separate from what happens on the "fee land" since the "trust land" is outside of the County's jurisdiction (i.e. the provisions of our Shoreland Management Ordinance). From a logical perspective, in this situation what happens on the "trust land" may affect the lake and as such should be included in the EAW discussion. 9) For purposes of Impervious Surface calculation, land above the OHWL is included regardless of its elevation. The key words being the land above the OHWL. 10) I'm not sure of the question. 11) The Sewer Treatment System will be reviewed and/or permitted by the MN Pollution Control Agency (MPCA). Since this is the case, I have not reviewed the proposed sewer treatment plan(s) other than a general concept plan which indicates most of the proposed sewer treatment system will be located westerly of Co. Highway # 41. If you have any additional questions regarding this matter, please contact me (218-998-8105). Bill Kalar Land & Resource Mgt. 218-998-8105 (^/OTTCII Tim SiJf'J OOfiOTT • ■ISftltOTI From: Lindgren, Tim G. rmailto:Tinriothv.Lindaren(5)ad-ms.com1 Sent: Thursday, September 29, 2016 9:18 AM To: Bill Kalar; Kyle Westergard Subject: RE: 9/21 Planning Commission Meeting - Impervious Service 8i Wetland Follow-up One other item for the list below. I believe the sewer treatment and infiltration ponds will be lined andjShould also be considered, impervious surfaces for impervious surface calculation? Also below where I said less than 3' above OHWL, I meant less than 3' above the water table. Regards, Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 218-758-2528 home 612-999-5059 cell 3 V. From: Lindgren, Tim G. Sent: Tuesday, September 27, 2016 8:56 AM To: Bill Kalar; 'kwesterg@ottertail.mn.us' Subject: 9/21 Planning Commission Meeting - Impervious Service & Wetland Follow-up Hi Bill and Kyle, I understand that the WEN Shooting Star Casino Project may be technically in compliance \with the impervious surface requirements - but have some questions I would like clarification on. 1) I believe the application requires that an impervious surface calculation be submitted. Was this included in this CUP application? 2) It's my understanding that parcels separated by:a.road can't be combined - so is it accurate that the property East of Co Hwy 41 heeds to be calculated separately from the property West of Co.Hwy 41? 3) It looked like the irnperyiolis surface total provided in the CUP application was ONLY for the impervious surface within the 1000' Shoreland Management Zbne - is this correct? What is the total impervious surface area for the entire project? 4) It is my understanding that will be additional development in Phase II and Phase III of the project-does the impervious surface introduced in these phases somehow get evaluated as part of this application? 5) It looked like the wetland on the drawings came from the new wetland delineation report. How is this information put into the calculation sirice there is no readily available NWI GIS data? Has this been verified in their submission? 6) It is my understanding that road right of way, wetlands, arid area below the OHWL need to be subtracted from the denominator in the calculatiOti -is this correct? Was this.done? ' 7) I looked at the GIS data on the OTC website and did not see the OHWL data - where does this data come from? 8) I did not see any guidance in the SMO on projects that span both Fee Land and Trust Land - how is the impervious surface on the Trust land used in the evaluation of this project as a whole? I arri asking because EAW arid the Wetland Replacement Plan application considered the Fee and Trust iand together? 9) It wasn't clear to me ,|n the SMO Whether area less than 3' above 0+4Wt the water table should be included in the calculation - can you clarify? ' 10) What steps heed to be taken to for areas less than 3' above OHWT the water table? Was this included in the CUP application? "1 :■ . Regards, Tim Lindgren 32122 N Rosewood Dr Dent, ,MN 56528 218-758-2528 ;; i' 4 Bill Kalar Bill Kalar Thursday, October 06, 2016 2:04 PM 'Lindgren, Tim G.' Kyle Westergard RE: 9/21 Planning Commission Meeting - Impervious Service & Wetland Follow-up From: Sent: To: Cc: Subject: Hi Tim - in response to your questions ( same order as asked including both E-Mails): 1) You are correct that an Impervious Surface calculation should be submitted. In the informational packet provided, page ZP-103 provides this information (Impervious area is listed as being 20% east of Co. Highway # 41 and 2.4% west of Co. Highway #41). 2) Impervious surface should be calculated on each side of Co. Highway #41 ( see #1 above). 3) Typically Impervious Surface would be calculated based upon that portion of the property within our jurisdiction (i.e. a Shoreland Area). Therefore, the calculation for this proposal (parking lot/driveways) should be based upon the "fee land" area easterly of Co. Highway #41 and within 1,000 ft. of Star Lake since that is the limit of our jurisdiction. I have not seen a calculation that includes all the "fee land" so I don't have a number for you. 4) Since what may happen in a Phase II or III has not been shown, it would not be evaluated at this time. If, however a Phase II or III proposal were to be made, a revised Impervious Surface calculation would be part of that discussion. 5) If your question is how does a wetland affect the Impervious Surface calculation, the answer is the wetland area is considered pervious surface and would be part of the property area. 6) The area included as Public Road Right of Way (i.e. Co. Highway #41)should be excluded from the Impervious Surface calculation. Wetlands and Land Below the OHWL should not be. From the map on ZP-103, it appears the Public Road Right of Way was excluded from the calculation. 7) OHWLs are established by the MN Department of Natural Resources (DNR). 8) From a strictly legal perspective, it is my understanding that what happens on the "trust land" is separate from what happens on the "fee land" since the "trust land" is outside of the County's jurisdiction (i.e. the provisions of our Shoreland Management Ordinance). From a logical perspective, in this situation what happens on the "trust land" may affect the lake and as such should be included in the EAW discussion. 9) For purposes of Impervious Surface calculation, land above the OHWL is included regardless of its elevation. The key words being the land above the OHWL. 10) I'm not sure of the question. 11) The Sewer Treatment System will be reviewed and/or permitted by the MN Pollution Control Agency (MPCA). Since this is the case, I have not reviewed the proposed sewer treatment plan(s) other than a general concept plan which indicates most of the proposed sewer treatment system will be located westerly of Co. Highway # 41. If you have any additional questions regarding this matter, please contact me (218-998-8105). Bill Kalar Land & Resource Mgt. 218-998-8105 fi.'OTTCR TRIl »«t*n • aMMioit From: Lindgren, Tim G. [mailto:Timothy.Lindgren@gd-ms.com] Sent: Thursday, September 29, 2016 9:18 AM To: Bill Kalar; Kyle Westergard Subject: RE: 9/21 Planning Commission Meeting - Impervious Service 8i Wetland Follow-up 1 i‘ One other item for the list below. I believe the sewer treatment and infiltration ponds will be lined and should also be considered impervious surfaces for impervious surface calculation? Also below where I said less than 3' above OHWL, I meant less than 3' above the water table. Regards, Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 218-758-2528 home 612-999-5059 cell From; Lindgren, Tim G. Sent: Tuesday, September 27, 2016 8:56 AM To: Bill Kalar; 'kwesterg@ottertail.mn.us' Subject: 9/21 Planning Commission Meeting - Impervious Service 8i Wetland Follow-up Hi Bill and Kyle, I understand that the WEN Shooting Star Casino Project may be technically in compliance with the impervious surface requirements - but have some questions I would like clarification on. 1) I believe the application requires that an impervious surface calculation be submitted. Was this included in this CUP application? 2) It's my understanding that parcels separated by a road can't be combined - so is it accurate that the property East of Co Hwy 41 needs to be calculated separately from the property West of Co Hwy 41? 3) It looked like the impervious surface total provided in the CUP application was ONLY for the impervious surface within the 1000' Shoreland Management Zone - is this correct? What is the total impervious surface area for the entire project? 4) It is my understanding that will be additional development in Phase II and Phase III of the project - does the impervious surface introduced in these phases somehow get evaluated as part of this application? 5) It looked like the wetland on the drawings came from the new wetland delineation report. How is this information put into the calculation since there is no readily available NWI GIS data? Has this been verified in their submission? 6) It is my understanding that road right of way, wetlands, and area below the OHWL need to be subtracted from the denominator in the calculation - is this correct? Was this done? 7) I looked at the GIS data on the OTC website and did not see the OHWL data - where does this data come from? 8) I did not see any guidance in the SMO on projects that span both Fee Land and Trust Land - how is the impervious surface on the Trust land used in the evaluation of this project as a whole? I am asking because EAW and the Wetland Replacement Plan application considered the Fee and Trust land together? 9) It wasn't clear to me in the SMO whether area less than 3' above OHWL the water table should be included in the calculation - can you clarify? 10) What steps need to be taken to for areas less than 3' above OHWL the water table? Was this included in the CUP application? ?• Regards, Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 218-758-2528 2 V Bill kalar Lindgren, Tim G. <Timothy.Lindgren@gd-ms.com> Thursday, September 29, 2016 9:18 AM Bill Kalar; Kyle Westergard RE; 9/21 Planning Commission Meeting - Impervious Service 8t Wetland Follow-up From: Sent: To: Subject: A'One other item for the list below. I believe the sewer treatment and infiltration ponds will be lined and should also be considered impervious surfaces for impervious surface calculation? Also below where I said less than 3' above OHWL, I meant less than 3' above the water table. LRegards, Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 218-758-2528 home 612-999-5059 cell From: Lindgren, Tim G. Sent: Tuesday, September 27, 2016 8:56 AM To: Bill Kalar; 'kwesterg@ottertail.mn.us' Subject: 9/21 Planning Commission Meeting - Impervious Service 8i Wetland Follow-up Hi Bill and Kyle, I understand that the WEN Shooting Star Casino Project may be technically in compliance with the impervious surface requirements - but have some questions I would like clarification on. ^ I believe the application requires that an impervious surface calculation be submitted. Was this included in this >(fUP application? It's my understanding that parcels separated by a road can't be combined - so is it accurate that the property East of Co Hwy 41 needs to be calculated separately from the property West of Co Hwy 41? ^3f It looked like the impervious surface total provided in the CUP application was ONLY for the impervious surface within the 1000' Shoreland Management Zone - is this correct? What is the total impervious surface area for the entire project? ' It is my understanding that will be additional development in Phase II and Phase III of the project - does the y.impervious surface introduced in these phases somehow get evaluated as part of this application? ^ It looked like the wetland on the drawings came from the new wetland delineation report. How is this information put into the calculation since there is no feadily available NWI GIS data? Has this been verified in their submission? It is my understanding that road right of way, wetlands, and area below the OHWL need to be subtracted from ^the denominator in the calculation - is this correct? Was this done? looked at the GIS data on the OtC website arid did not see the OHWL data - where does this data come from? II did not see any guidance in the SMO on projects that span both Fee Land and Trust Land - how is the impervious surface on the Trust land used in the evaluation of this project as a whole? I am asking because EAW and the Wetland Replacement Plan application considered the Fee and Trust land together? It wasn't clear to me in the SMO whether area less than 3' above OHWL the water table should be included in the calculation - can you clarify? 1 ^pKlfwhat steps need to be taken to for areas less than 3' above ©HWtthe water table?Was this included in the CUP application? Regards, Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 218-758-2528 2 f ■ Bill Kalar Bill Kalar Friday, September 30, 2016 10:54 AM 'JANET moore' RE; Star Lake Casino Environmental Review Process From: Sent: To: Subject: Ms. Moore - this will confirm receipt of your comments which will be become part of the written record. Bill Kalar Land & Resource Mgt. 218-998-8105 From: JANET moore rmailto:ONTWINLAKES@msn.coml Sent: Wednesday, September 28, 2016 8:49 PM To: Bill Kalar Subject: Star Lake Casino Environmental Review Process Dear Mr. Kalar, I am deeply concerned with this casino development progression, without a comprehensive environmental review process. The environment of the lake and the land around it, along with the fish and wild life, is a fragile balance that should be respected by all people. Run off from the impervious surfaces to the lake, will destroy the clean water that is there today. I live in the twin cities and have seen what years of impervious surface runoff does to the quality of the lake water. I feel the sanitary sewer design, needs to studied because a mishap of the volume of this sewage, if it did come in contact with the lake, would be catastrophic. When this wetland is destroyed by this development, it will never be able to be returned to its natural state. The ecosystem that was promised to the Indian Tribe, to practice their traditional wild ricing each year, will forever be destroyed. This will be another cultural tradition that the Indians will loose. Thank you for allowing me to express my feelings about this important issue. Respectfully, Janet Moore 4700 Orchard Ave. No. Crystal, Mn 55429 612-718-1946 1 Bill Kalar Subject: Location: Star Lake CUP Star Lake - Call https://cuningham.zoom.us/j/106730169 Thu 9/29/2016 11:00 AM Thu 9/29/2016 12:00 PM Tentative Start: End: Show Time As: u^iT}l Recurrence:(none) Eric LagerquistOrganizer: 4-Meeting ID: 106 730 169, You are irivited to a scheduled Zoom meeting hosted by Cuningham Group. Join from PC, Mac, Linux, iOS or Android; https://cuningham.zoom.us/i/1067301^ ^ Or iPhone one-tap: 16465588656,106730169# or 14086380968,106730169# j ■: Or Telephone: Dial: |+1 646 558 8656 (US Toll) or +t408 638 0968 (US Toll) +1 855 880 1246 (US Toll Free) +1877 369 0926 (US Toll Free) Meeting ID: 106 730 169 International numbers available: https://cuningham.zoom.us/zoomconference?m=sZaf3s0iie4U7M2fDLA934oUkPWICLwa Or a H.323/SIP room system: H.323:162.255.37.11 (US West) of 162.255.36.11 (US East) Meeting ID: 106 730 169 SIP: 106730169(5)zoomcrc.com 1 RECEIVED OCT 0 3 2016 LAND & RESOURCE Sunday, September 25, 2016 Re: Shooting Star Casino - Star Lake County Commissioners and Planning Commissioners, Our home was in Apple Valley MN but we moved to the Fergus Falls area for a one year construction project. Over the years, we have travelled to many areas of the country either for work or for enjoyment. It didn't take long before we realized Star Lake to be a "little piece of heaven". It has so many wonderful attributes, especially the serenity of the lake and surrounding areas. Needless to say, we love the natural aspects of the lake. It has a "speciar feel that we have known only here and in some other protected areas of our country. We have visited many private, county, state and national parks. We feel Star Lake should be protected like the nation has protected its state and national parks. Think of what could become of this area if we don't protect it. Yes, progress moves on but isn't it wonderful to know the beauty of those "speciar areas man and the country have protected. If we really think about it, it wouldn't be such a hard thing to do. If we follow our conscience, it would feel good. But to watch/allow something as beautiful and “speciar as Star become a casino is a tough pill to swallow. Even and especially for the Indians, who had protected their own “special" wild rice area on this Star Lake. There very likely are artifacts from their forefathers who riced and fished the beds of Star where the casino would be built. Those forefathers certainly would never have wished this sacred area become such a casino. As time marches on our natural resources are challenged. Let's join together to find/resolve a better place for this project. Re^ectfuliy, Barbara Greenlar^jf^- Concerned Citizen 39623 Galaxy Road Dent MN 56528 barbaragreenland72@gmail.com Cc: Concerned Citizens - Brenda & Aubrey Ebanks Sunday, September 25, 2016 Re: Shooting Star Casino - Star Lake County Commissioners and Planning Commissioners, Our home was in Apple Valley MN but we moved to the Fergus Falls area for a one year construction project. Over the years, we have travelled to many areas of the country either for work or for enjoyment. It didn't take long before we realized Star Lake to be a "little piece of heaven". It has so many wonderful attributes, especially the serenity of the lake and surrounding areas. Needless to say, we love the natural aspects of the lake. It has a “speciar feel that we have known only here and in some other protected areas of our country. We have visited many private, county, state and national parks. We feel Star Lake should be protected like the nation has protected its state and national parks. Think of what could become of this area if we don't protect it. Yes, progress moves on but isn't it wonderful to know the beauty of those “special” areas man and the country have protected. If we really think about it, it wouldn't be such a hard thing to do. if we follow our conscience, it would feel good. But to watch/allow something as beautiful and “special” as Star become a casino is a tough pill to swallow. Even and especially for the Indians, who had protected their own “special” wild rice area on this Star Lake. There very likely are artifacts from their forefathers who riced and fished the beds of Star where the casino would be built. Those forefathers certainly would never have wished this sacred area become such a casino. As time marches on our natural resources are challenged. Let’s join together to find/resolve a better place for this project. R^pectfully, Barbara Greenj^d • Concerned Citizen 39623 Galaxy Road Dent MN 56528 barbaragreenlahd72@gmail.com Cc: Concerned Citizens - Brenda & Aubrey Ebanks RECEIVED UC f U 3 2Uib LAND & RESOURCE RECEIVED OCT (J 3 2016 LAND&RESOUflCC 9/23/16 County Commissioners The commission meeting of 9/21/16 Re: "Proposed "Star Lake Casino was very eye opening for myself and many others. It is apparent that this project located will impact a very ecological sensitive area of Star Lake and Ottertail County. It does not belong in this community. It is like putting a Wal-Mart in Yellowstone Park next to Old Faithful. How ridiculous does this sound. We were shown the site plan and phase "1 "which is major development in its self to the area. What we have not seen is future phases, 2,3,4, and so forth. I have been to other Casino and the following are some of their amenities. Are these future phases ? Outdoor Water Park Timer Share Units Outdoor Amphitheater Gas Station Gulf CourseMarina Convenience Store Condo Units Lake shore Resort The Commissioners must have the full magnitude including all plans for future phases of this project to make a decision on phase "1". Attached is a link to Big Sandy Lake Resort. This resort is under the ownership Of the Mille Lacs Band of Ojibwe. I have super imposed the big Sandy Resort foot print on the proposed Fee land to show a possible phase "2". This changes the lake usage immensely and the impact of sanitary and storm management See how obscene this can become for our little Star Lake and Ottertail County. Do We Want to be Gull Lake or the White Fish Chain where most of the present local residents couldn't afford to live? Please look at the big picture and think of future generations too. If our forefathers would not have had the vision and the courage to fight the establishment we would not have gems like, "Itasca State Park, Gooseberry Falls, Tamarack Refuge, Maple Wood State Park and the list goes on. Some time you have to do the right thing and just say NO II! This is the Wrong Location for this project. Rich & Barb Greenland 39623 Galaxy Rd Dent MN 56528 RECEIVED OCT U 3 201 tAND&RESOUBef9/23/16 County Commissioners The commission meeting of 9/21/16 Re: "Proposed "Star Lake Casino was very eye opening for myself and many others. It is apparent that this project located will impact a very ecological sensitive area of Star Lake and Ottertail County. It does not belong in this community. It is like putting a Wal-Mart in Yellowstone Park next to Old Faithful. How ridiculous does this sound. We were shown the site plan and phase "1 "which is major development in its self to the area. What we have not seen is future phases, 2, 3,4, and so forth. I have been to other Casino and the following are some of their amenities. Are these future phases ? Outdoor Water Park Timer Share Units Outdoor Amphitheater Gas Station Gulf CourseMarina Convenience Store Condo Units Lake shore Resort The Commissioners must have the full magnitude including all plans for future phases of this project to make a decision on phase "1". Attached is a link to Big Sandy Lake Resort. This resort is under the ownership Of the Mille Lacs Band of Ojibwe. I have super imposed the big Sandy Resort foot print on the proposed Fee land to show a possible phase "2". This changes the lake usage immensely and the impact of sanitary and storm management See how obscene this can become for our little Star Lake and Ottertail County. Do We Want to be Gull Lake or the White Fish Chain where most of the present local residents couldn't afford to live? Please look at the big picture and think of future generations too. If our forefathers would not have had the vision and the courage to fight the establishment we would not have gems like, "Itasca State Park, Gooseberry Falls, Tamarack Refuge, Maple Wood State Park and the list goes on. Some time you have to do the right thing and just say NO !! I This is the Wrong Location for this project. Rich & Barb Greenland \ 39623 Galaxy Rd Dent MN 56528 OTTER TAIL COUNTY HIGHWAY DEPARTMENT PUBLIC WORKS DIVISION WWW.CO.OTTER-TAIL.MN.USOTTER Tflil•oaaTT-aiatiioTi SOUTH COURT BUILDING 505 SOUTH COURT STREET, SUITE 1 FERGUS FALLS, MN 56537 218-998-8470 FAX: 218-998-8488 September 20, 2016 RECEIVED ScP 20 20R LAND & RESOURCE Marsha Bowman, Recording Secretary Otter Tail County Planning Commission 540 Fir Avenue West Fergus Falls, MN 56537 RE: Conditional Use Permit Application Request for: Parking Lot and Storm Water System, located in Section 15 of star Lake Township, Star Lake (56-385), GD; Applicants being Central Minnesota Land Co. LLCAVhite Earth Nation Dear Marsha: We have reviewed the referenced application and have the following comments: 1. We have been coordinating with the owner on improvements to the site access. Improvements will include the addition of right turn and left tum/bypass lanes at the facility entrances as well as intersection lighting at each entrance. The cost of these improvements is the responsibility of the owner. The Otter Tail County Highway Department concurs with the proposed improvements. 2. The owner will need to submit an Application for Approach to our Department for approval prior to construction. If you have any questions or require more information, please feel Ifee to contact me at any time. Sincerely, Otter Tail County Highway Department Charles H. Grotte, P.E. Assistant County Engineer K CHG:mk ec: Richard West, County Engineer Rick Hoium, Highway Maintenance Supervisor File OTTER TAIL COUNTY IS AN EQUAL OPPORTUNITY EMPLOYER OTTER TAIL COUNTY LAND & RESOURCE MANAGEMENT PUBLIC WORKS DIVISION WWW.CO.OTTER-TAIL.MN.USOTTER Tflll OOatTT •tiIttOT* GOVERNMENT SERVICES CENTER 540 WEST FIR AVENUE FERGUS FALLS. MN 56537 218-998-8095 FAX: 218-998-8112 Wetland Replacement Plan Application Comment Summary In response to the Wetland Replacement Plan Application I received approximately 126 Public Comments. There were 23 comments that were specific to the wetland application. Of these 23 comments the majority were concerned about the replacement of wetlands in other counties (12), the amount of fill required (5), the replacement ratio (4) and minimization/avoidance (2). Practically aU of the 126 comments addressed wildlife, fish, and environmental concerns in relation to the project as a whole. All of the comments are available for viewing on the Otter Tail County website (www.co.otter'tail.mn.us). receded SEP 1 Sincerely, Kyl^Westergarj^ Wetland Speoi^st KW/ajb fc H-M OTTER TAIL COUNTY IS AN EQUAL OPPORTUNITY EMPLOYER Andrea Skogen Olson, Theresa (DNR) <Theresa.Olson@state.mn.us> Wednesday, September 21, 2016 9:12 AM Andrea Skogen Kestner, Nathan (DNR) Ottertail County Planning Commission Meeting regarding Star Lake Casino 20170001-la NHIS.pdf; WCA application Response letter draft 072816.pdf From: Sent: To: Cc: Subject: Attachments: Dear Planning Commission: The Minnesota Department of Natural Resources (DNR) is interested in coordination on the Proposed Star Lake Casino by White Earth Nation. We understand a Conditional Use Permit application has been submitted. It is also our understanding that a discretionary Environmental Assessment Worksheet (EAW) is being prepared for this project and we would like to draw your attention to the prohibitions for issuance of any governmental actions as part of Minnesota Statute 4410.3100 which states: Subpart 1. Prohibitions. If an EAW or EIS is required for a governmental action under parts 4410.0200 to 4410.6500, or if a petition for an EAW is filed under part 4410.1100 that complies with the requirements of subparts 1 and 2 of that part, a project may not be started and a final governmental decision may not be made to grant a permit, approve a project, or begin a project, until: A. a petition for an EAW is dismissed; B. a negative declaration on the need for an EIS is issued; C. an EIS is determined adequate; or D. a variance is granted under subparts 3 to 7 or the action is an emergency under subpart 8. DNR has an interest as this project is adjacent to public waters under the jurisdiction of DNR, along with water appropriations that will be needed by the proposed casino. We have been reviewed the application for the Wetlands Conservation Act and will be a part of the Technical Evaluation Panel. The WCA application was also put on hold pending the outcome of the EAW. For your information I have attached DNR's National Heritage Information letter and DNR's response letter to the WCA application for this project. We look forward to continuing to work with the planning commission and Ottertail County on this potential project. If you have any questions please contact me at Theresa.olson(S)state.mn.us or at 218-308-2672. Sincerely, Theresa Olson Theresa Olson NW Regional Environmental Assessment Ecologist Division of Ecological and Water Resources 2115 Birchmont Beach Road NE Bemidji,MN 56601-8669 218-308-2672 received SEP 2 1 2016 LANDS resource 1 Minnesota Department of Natural Resources Br Division of Ecological and Water Resources, Box 25 500 Lafayette Road St. Paul, Minnesota 55155-4025 Phone: (651) 259-5091 E-mail: samantha.bump@state.mn.usMNDNR July 19, 2016 Correspondence U ERDB 20170001 Ms. Jennifer Wolff Braun Intertec Corportation 11001 Hampshire Avenue South Minneapolis, MN 55438 RE: Natural Heritage Review of the proposed Shooting Star Casino & Hotel, T135N R41W Section 15; Otter Tail County Dear Ms. Wolff, As requested, the Minnesota Natural Heritage Information System has been queried to determine if any rare species or other significant natural features are known to occur within an approximate one-mile radius of the proposed project. Based on this query, rare features have been documented within the search area (for details, please visit the Rare Species Guide at http://www.dnr.state.mn.us/rsg/index.html for more information on the biology, habitat use, and conservation measures of these rare species). Please note that the following rare features may be adversely affected by the proposed project: Ecologically Significant Areas • There is a known colonial waterbird nesting area for red-necked grebes on Star Lake reported in 2003. Disturbance during the breeding season can cause the birds to abandon the nesting site. State and federal laws protect these birds, their nests, and their eggs by prohibitions against disturbance. Please contact the DNR Regional Nongame Specialist, Christine Herwig at 218-308-2641 or Christine.herwig(5)state.mn.us. to see if she has any additional information on the current status of this colony or any recommendations to minimize disturbance. State-listed Species • Long-stalked chickweed (Stellaria longipes ssp. Longipes) and creeping Juniper (Juiperus horizontalis), both plant species of special concern, were documented on the shore of Star Lake in 1949. These species are found in sandy areas such as sand dunes and sandy shores. Given the date of the record, their population in the area is unknown at this time. Federally Protected Species • Bald eagles (Haliaeetus leucocephalus) may nest in the area. Bald eagles are federally protected under the Migratory Bird Treaty Act and under the Bald and Golden Eagle Protection Act. Both acts prohibit killing, selling, or otherwise harming eagles, their nests, or eggs. If there will be any tree removal associated with the proposed project, the trees www.mndnr.gov AN EQUAL OPPORTUNITY EMPLOYER Shooting Star Casino & Hotel Natural Heritage Review 19 July 2016 should be inspected for nests prior to being cut down. The USFWS does issue permits for unintentional disturbance and for the taking of a tree. Please visit the USFWS website at http://www.fws.gov/midwest/eagle/ for more information regarding conservation measures, management guidelines, and permitting. • The northern long-eared bat (Myotis septentrionalis), federally listed as threatened and state-listed as special concern, can be found throughout Minnesota. During the winter this species hibernates in caves and mines, and during the active season (approximately April- October) it roosts underneath bark, in cavities, or in crevices of both live and dead trees. Pup rearing is during June and July. Activities that may impact this species include, but are not limited to, wind farm operation, any disturbance to hibernacula, and destruction/degradation of habitat (including tree removal). The U.S. Fish and Wildlife Service (USFWS) has published a final 4(d) rule that identifies prohibited take. To determine whether you need to contact the USFWS, please refer to the USFWS Key to the Northern Long-Eared Bat 4(d) Rule (see links below). Please note that the NHIS does not contain any known occurrences of northern long-eared bat roosts or hibernacula within an approximate one-mile radius of the proposed project. Lakeshore Developments • The project boundary appears to include a natural shoreline on Star Lake. Lakeshore developments have the potential to negatively affect water quality and fish and wildlife habitat by increasing nutrients, pollutants, erosion, and sedimentation. Maintaining native vegetation along lakeshores is one way to reduce these negative impacts. The combination of upland, lakeshore, and aquatic plants creates a buffer zone that provides numerous ecological benefits. Lakeshore and upland plants help stabilize banks and protect the shoreline from erosion by absorbing the forces of wind, waves, and boat traffic. They also filter pollutants that would otherwise drain from the watershed into the lake, thereby protecting water quality. Most noticeably, lakeshore and upland plants provide a variety of vital habitat components for fish and wildlife including food, protection from weather and predators, denning sites and nursery areas for young, perching and sunning sites for birds and turtles, and flyways and travel corridors. Aquatic plants produce oxygen, purify lake water by stabilizing bottom sediments and reducing nutrient cycling, and provide underwater cover for fish. For additional information on aquatic plants and lakeshore management, please refer to the links at the end of this letter. The DNR book Lakescaping for Wildlife and Water Quality also covers a wide array of topics associated with managing lakeshore property and includes techniques to prevent shoreline erosion and to restore wildlife habitat, wildflowers, and water quality. Another reference is Restore Your Shore, an online interactive multimedia program that guides users through the process of protecting a natural shoreline or restoring a degraded shore with a natural buffer zone. Environmental Review and Permitting • The Environmental Assessment Worksheet should address whether the proposed project has the potential to adversely affect the above rare features and, if so, it should identify specific measures that will be taken to avoid or minimize disturbance. Page 2 of 4 Shooting Star Casino & Hotel Natural Heritage Review 19 July 2016 • Please include a copy of this letter in any state or local license or permit application. Please note that measures to avoid or minimize disturbance to the above rare features may be included as restrictions or conditions in any required permits or licenses. The Natural Heritage Information System (NHIS), a collection of databases that contains information about Minnesota's rare natural features, is maintained by the Division of Ecological and Water Resources, Department of Natural Resources. The NHIS is continually updated as new information becomes available, and is the most complete source of data on Minnesota's rare or otherwise significant species, native plant communities, and other natural features. However, the NHIS is not an exhaustive inventory and thus does not represent all of the occurrences of rare features within the state. Therefore, ecologically significant features for which we have no records may exist within the project area. If additional information becomes available regarding rare features in the vicinity of the project, further review may be necessary. The enclosed results include an Index Report of records in the Rare Features Database, the main database of the NHIS. To control the release of specific location data, the report is copyrighted and only provides rare features locations to the nearest section. The Index Report may be reprinted, unaltered, in any environmental review document (e.g., EAW or EIS), municipal natural resource plan, or report compiled by your company for the project listed above. If you wish to reproduce the Index Report for any other purpose, please contact me to request written permission. For environmental review purposes, the results of this Natural Heritage Review are valid for one year; the results are only valid for the project location (noted above) and the project description provided on the NHIS Data Request Form. Please contact me if project details change or for an updated review if construction has not occurred within one year. The Natural Heritage Review does not constitute review or approval by the Department of Natural Resources as a whole. Instead, it identifies issues regarding known occurrences of rare features and potential effects to these rare features. To determine whether there are other natural resource concerns associated with the proposed project, please contact your DNR Regional Environmental (contact http://www.dnr.state.mn.us/eco/ereview/erp regioncontacts.html). Please be aware that additional site assessments or review may be required. Thank you for consulting us on this matter, and for your interest in preserving Minnesota's rare natural resources. An invoice will be mailed to you under separate cover. Ecologist information availableAssessment at Sincerely, //O\(Un/Ui/n^iA5^ Samantha Bump Natural Heritage Review Specialist Rare Features Database: Index Reportenc. USFWS Key to the Northern Long-Eared Bat 4(d) Rule for Non-Federal Activities http://www.fws.gov/midwest/endangered/mammals/nleb/KevFinal4dNLEB.html Links: USFWS Key to the Northern Long-Eared Bat 4(d) Rule for Federal Actions http://www.fws.gov/midwest/endangered/mammals/nleb/KevFinal4dNLEBFedProiects.html USFWS Northern Long-eared Bat Website http://www.fws.gov/midwest/endangered/mammals/nleb/index.html Page 3 of 4 Shooting Star Casino & Hotel Natural Heritage Review 19 July 2016 USFWS Northern Long-eared Bat Fact Sheet http://www.fws.gov/midwest/endangered/mammals/nleb/nlebFactSheet.html Lakescaping http://www.dnr.state.mn.us/lakescaping/index.html Natural Buffers and Lakescaping http://files.dnr.state.mn.us/publications/waters/shoreline alterations lakescaping.pdf Restore Your Shore http://www.dnr.state.mn.us/restorevourshore/index.html Theresa Olson Christine Herwig cc: Page 4 of 4 ' s MINNESOTA DEPARTMENT OF NATURAL RESOURCES NORTHWEST REGION ECOLOGICAL & WATER RESOURCES 2115 BIRCHMONT BEACH RD NE BEMIDJI, MN 56601MNDNR July 29, 2016 Kyle Westergard Wetlands Inspector 540 West Fir Fergus Falls, MN 56537 Dear Mr. Westergard: The Minnesota Department of Natural Resources (DNR) believes that this application and the dissemination of this application are premature. The Wetland Conservation Act (WCA) procedures under Chapter 8420.0255 state that the "...local government unit's decision must be made in compliance with the time period prescribed by Minnesota Statutes, Section 15.99, which, on the effective date of this part, generally requires a decision in 60 days." However, this project is undergoing environmental review through a discretionary EAW, and according to Chapter 4410.3100 "If an EAW or EIS is required for a governmental action under parts 4410.0200 to 4410.6500,... a project may not be started and a final governmental decision may not be made to grant a permit, approve a project, or begin a project, until B: a negative declaration on the need for an EIS is issued..." DNR recommends the initiation of the WCA review should be delayed until the Environmental Assessment Worksheet (EAW) is near completion. The WCA Local Government Unit (LGU) (and Technical Evaluation Team) will be better informed, and government decisions to be made are required to use environmental documents as guides (Chapter 4410.0300). For additional environmental review questions, the Environmental Quality Board provides coordination for environmental issues (https://www.eqb.state.mn.us/). DNR requests participation in the Technical Evaluation Panel (TEP) as per Chapter 8420.0240 stating that "For projects affecting public waters, public waters wetlands, or wetlands within the shoreland protection zone, the panel also includes a technical professional employee of the Department of Natural Resources." This project borders and in some areas slightly overlaps with public waters, and the wetlands associated with this project are within the shoreland protection zone (1000' from the ordinary high water mark). DNR's TEP representative would be Julie Aadland at iulie.aadland(5)state.mn.us or (218) 739-7576 ext. 243. The DNR has sent a letter in response to a request for information from the Natural Heritage Information Database (NHI5) (see attached). According to the NHIS, there is a colonial water bird nesting colony just outside of the planned project area. According to Chapter 8420.0515 Subp 4., Special Fish and wildlife resources, "A replacement plan for activities that would have a significant adverse effect on a special or locally significant fish and wildlife resource that cannot be functionally replaced must be denied. These resources include, but are not limited to: B. colonial water bird nesting colonies..." The LGU and TEP must consider this resource in the review of the WCA application. The NHIS database also indicates there was documentation of two state listed plant species along the shoreline of Star Lake, long-stalked chickweed (Stellaria longipes ssp. Longipes) and creeping juniper {Juiperus horizontalis), both plant are species of special concern. Surveys should be conducted for these species in the area of impact. Star Lake is a designated wild rice lake and the area next to the proposed project location contains wild rice. Destruction of wild rice plants by cutting, pulling, or removing is unlawful except when cut above the waterline and used for shooting or observation blinds (MN Statute 84.091), thus DNR recommends the area be surveyed for wild rice and impacts considered during the TEP process. The cultural and ecological value of wild rice has been extensively documented. Both migrating and resident wildlife depend on wild rice for nutrients during breeding and fall migration (Natural Wild Rice in Minnesota Study, DNR, 2008). Also, all native wild rice within the existing boundaries of the White Earth, Leech Lake, Bois Forte, Grand Portage, Fond du Lac, and Mille Lacs Indian Reservations is managed by the respective reservation wild rice committees. The permit application states that the revenue generated by this casino will help in preserving their culture and past heritage, and yet this area is utilized for wild rice ceremonies. Because portions of this area are on White Earth tribal trust property, DNR recommends ensuring that the White Earth's Wild Rice Committee be consulted. DNR also has several questions such as will there be any indirect, connected, or phased actions such as an RV park or a marina, and if so where would they be going? As part of Chapter 4410.1000 Subp 4, connected actions or phased actions must be considered in total when determining the need for an EAW, preparing the EAW, and determining the need for an EIS. DNR recommends these also be considered when determining the impacts under WCA as stated in the definition of "project" under 8420.0111 which states: ""Project" means a specific plan, contiguous activity, proposal, or design necessary to accomplish a goal as defined by a local government unit. As used in this chapter, a project may not be split into components or phases for the purpose of gaining additional exemptions." Wetlands when near lakes act as buffers around the lake and also act as a water recharge for the lake along with water temperature control. This area of Star Lake is a very sensitive shallow area which may be used as recharge. This area of the lake could be very easily impact by any significant change of the landscape. The southern arm of the lake serves as a spawning and rearing area for many of the lakes fish species. DNR recommends additional study or data to determine the consequences of disturbance to these spawning areas. Star Lake is on the upper end of the Dead River watershed, which in turn is one of the primary watersheds in the Otter Tail River Watershed. A Star Late Water Quality Assessment Program study was completed in 2000 and DNR recommends reviewing that plan in association with this application to ensure compatibility (see http://www.starlakeassociation.com/imaees/docs/2Qll 2012 lake memt plan.pdf). We appreciate the chance to comment on this application and look forward to working with you on these issues through the TEP. If you have any questions, please contact me at either Theresa.olson@state.mn.us or (218) 308-2672. Sincerely, Theresa Olson Regional Environmental Assessment Ecologist Page 2 of 2 OTC Public Hearing Condition Use Permit: September 2016 I will start by reciting an old poem from my childhood: K Humpty Dumpty sat upon a wall Humpty Dumpty had a great fall All the king's horses and all the king's men Could not put Humpty together again This poem has some very important parallels with my message to the Otter Tail County Planning Commission and the County Commissioners, since I know they are present at this meeting. If this project is allowed to start and the wetland disruptions start. All the king's horses and all the king's men will not be able to restore the wetlands to its natural state. I suggest to Otter Tail County that the only way they can ensure that all the possible environmental concerns are addressed is to deny this (CUP) Conditional Use Permit and do a full EIS, then depending on the outcome of the EIS, have the developer apply for the necessary permits. It seems to me as if the developer should know that there cannot be a decision made on this application until the outcome of the EAW/EIS is decided. I urge the Commissioners of Otter Tail County, that even though they have no Jurisdiction over the Trust Land, to consider all aspects of this development when making their decision about this CUP. You cannot separate the two, fee and trust land, they must be considered as one project. If you look at the possible ill effects of the parking lot and storm water catch basins as a separate project, the possible harm might not seem that drastic, but when considered with the entire project, RV park, buildings outside the 1000' Shoreland Management zone, buildings on the Trust Land, parking lot and possible future phases mentioned, we see a totally different picture. Has the fee land been rezoned as commercial instead of agricultural? If not when will that happen and what is the process? Is there a public hearing or comment period on the rezoning from agricultural land to commercial land? According to the OTC website Parcel Number: 56000150106000 and 56000150109003 current descriptions are RESIDENTIAL Non-Homestead. Parcel Number; 56000150109000 current description is AGRICULTURAL Non-Homestead, RURAL VACANT LAND Non- Homestead and RESIDENTIAL Non-Homestead. Parcel Number: 56000150108001 current description is AGRICULTURAL Non-Homestead. How can this application even be considered if the land is not appropriately zoned? The SWPPP Storm Water Pollution Prevention Plan This SWPPP includes the entire project thus some of the facts stated are correct for the trust land but not necessarily correct for the fee land. I think that the trust land is in Indian Country but the fee land is not and neither are part of a reservation. The following shall be used to amend the SWPPP: There will be regular meetings held between the Contractor/Owner/Sub-Contractors/Engineer/Local Permitting Authorities and others. At any point during these discussions if a BMP change is necessary, it will be noted and an explanation with drawings (if necessary) will be attached to the original SWPPP. Not reassuring for those of us trying to make sure that Star Lake is protected. At any time during this destruction of the wetlands this plan could change. Let's make sure that there is a foolproof plan before any wetlands are destroyed. I would like my grandkids and future generations to be able to enjoy this wonderful lake that I have enjoyed for many years now, and this seems to put that dream in serious jeopardy. Slopes (describe current slopes and note any changes due to grading or fill activities): All impervious areas from the site will have drainage provided to direct stormwater runoff through stormwater ponds designed to treat the 1" rain event over all impervious surfaces created. What happens when we have a rainfall greater than 1" as this happens frequently or when we have a large sno\wfall and an early spring. Does this plan protect Star Lake from massive parking lot runoff? Historic Preservation "Due to the high probability for archaeological remains within the area, Blondo Consulting recommends a monitor be present when ground-disturbing activities take place. Blondo Consulting recommends no additional cultural resource work for the proposed Star Lake Casino site." This makes no sense, Due to the high probability for archaeological remains within the area, we recommend no further research. Should this not be the opposite: Due to the high probability for archaeological remains within the area, we recommend additional detailed research? Is there a documented process for a project of this magnitude with the necessary steps clearly stated, with what should happen in what order? At the present it seems very disjointed and disorganized. It is very confusing and no one from the government seems to be in charge or know the process for the entire project. It seems as if this CUP to construct a parking lot and storm water catch basin is out of order and should be denied, why would anyone start a parking lot before you know for sure that all of your building permits have been approved? Or does the developer know that all their permits have been approved without the public having this information? Shoreland Management Ordinance - Purpose (Section 1.2) The purpose of this Ordinance is to regulate the use and orderly development of shorelands In Otter Tail County, to prevent and eliminate pollution of public waters and to maintain historic values of significant historic sites in the unincorporated areas of Otter Tail County, and to preserve and enhance our natural resources as provided in the Environmental Rights Act In closing I would respectfully ask the Otter Tail County Planning Commission to recommend to our County Commissioners that this CUP to build a parking lot and storm water catch basins be denied and this important decision, that cannot be undone once it is allowed to start, not be rushed and that an EIS be done, then we can feel more assured that everything is being done to live up to the "Purpose" of the Shoreland Management Ordinance of Otter Tail County and thus protect this wonderful resource in the heart of Otter Tail County. RespejtfaHy Aubrey Ebanks 39605 Galaxy Rd Dent, MN Shooting Star Casino & Resort Conditional Use Permit Application The Otter Tail County (OTC) Shoreland Management Ordinance (SMO) does not provide specific guidance with regards for an impervious surface calculation for proposals that include impacts to more than one Lake, or that include components that are to be built on both Fee Land and Federal Trust Land. Common sense would say that each Lake should be considered independently, and that all impervious surfaces for both Fee and Trust land should be included in the calculation regardless of which RGU is responsible for issuing permits. This is also consistent with the approach used by the proposers when they submitted the Joint Star Lake Wetland Replacement Plan Application, which includes Fee and Trust land in the same application. It should be noted that the Wetland Replacement Plan, which "Mitigates" over 7 acres of Wetlands on the site has not been approved at this time. The SMO sections pertinent to the impervious surface calculation are as follows: Section IV.7 Standards For Commercial, Industrial, Public And Semipublic Uses: Surface water-oriented commercial uses and industrial, public or semipublic uses with similar needs to have access to and use of public waters may be located on parcels or lots with frontage on public waters. Uses without water-oriented needs must be located on lots or parcels without public waters frontage, or, if located on lots or parcels with public waters frontage, must either be set back double the normal OFIWL setback or be substantially screened from view from the water by vegetation or topography, assuming summer leaf-on conditions. Section IV.ll Planned Unit Development Shoreland Tier Dimensions Unsewered 200 Ft. 267 Ft. 267 Ft. 400 Ft. 300 Ft. 2. The area within each tier is next calculated, excluding all public road right-of-ways, wetlands, bluffs or land below the OHWL of public waters. For Residential PUDs, land dedicated to, and required for, commercial, industrial, or other non-residential uses, shall also be excluded from the area calculations for residential density. This area is then subjected to either the residential (D) or commercial (E) PUD density evaluation steps to arrive at an allowable number of dwelling units or sites. Generai Development Lakes - First Tier Generai Development Lakes - Second & Additional Tiers Recreational Development Lakes Natural Environment Lakes All River Classes The submitted "Shoreland Management and Project Information" document includes information pertaining to the impervious surface calculations. The referenced document does not include information on the Trust Land. Although the Shoreland area calculation is included for both the Unnamed lake and Star Lake, the impervious surface area is combined and includes ONLY Fee land. The calculated Shoreland areas do NOT include "mitigated" wetland, even though the Wetland Replacement Plan application has not been approved (see figure below.) The Plan does not appear to address the areas where the surface is less than 3' above OHWL. It does not appear that the setback is DOUBLE the normal OHWL setback for CPUD developments in accordance with section IV.7. Shoreland area and Buildable area definitions do not seem to be consistent. I was not sure if the Shoreland Tier Area should also exclude land less than 3' about the OHWL and the OHWL setback area? # Buildable Area: The minimum continuous area remaining on a lot or parcel of land after all setback requirements, bluffe, areas with slopes greater than 25 percent, all easements and right-of-ways, significant historic sites, wetlands, and land less ^an 3' above the OHWL of public waters are subtracted. 12. 0 1,000'SHOREUND DISTRICT WETLAND PROPERTY LINEQq Q,o m IMPACTED AND MITIGATED WETLANDS TRUST LAND LAKE : STAR LAKE The Calculations (Fee Land ONLY): Star Lake Shoreland 2,056,562 sf Unnamed Shoreland 646,930 sf Total Impervious 547,132 sf Estimated impervious area in Unnamed Shoreland Area 32,766 sf Since this area was not provided I estimated the area using the sum of the rectangles shown in the diagram below. Total Impervious Star Lake 547,132 - 32,766 = 514,366 sf Impervious Ratio 514,366/2,056,562 = 25% Since this number is right at the SMO limit -1 would recommend all of the figures be validated - (drawing of the OHWL line, drawing of the Wetland edges from the submitted report, road setbacks, etc.) to make sure the proposer is in compliance. This 25% figure DOES NOT INCLUDE the impervious area on the TRUST LAND To be consistent with the Wetland Replacement Plan application the TRUST LAND should be included in the impervious surface calculation. The combined impervious surface ratio would be significantly above the SMO limit. I did not try to calculate the impervious surface ratio for the Unnamed Lake Shoreland Area, because too much information was missing to make a reasonable estimate. The plan does not appear to provide evidence that the ground water level is at least 3' below the finished grade of the parking areas and roadways (also not sure if this means OHWL or highest known water level -1329.5 and 1331.2 ft above sea level respestively) * For lakes, by placing the lowest floor, at a level at least 3’ above the highest known water levei, or 3' above the OHWL, whichever is higher. For rivers, by placing the lowest floor, at least 3 ft. above the Regional Flood Level, the OHWL or by conducting a technical evaluation to determine effects of pro(X)sed construction upon flood stages and flood flows and to establish the flood protection elevation. WOAS may have the lowest floor placed lower than the elevation determined in this subpart if the structure is constructed of flood-resistant materials to the elevation, electrical and mechanical equipment is placed above the elevation and, if long duration flooding is anticipated, the structure is built to withstand ice action and wind-driven waves and debris. Areas where the water level is less than 3' below the surface according to the OTC GIS maps are shown below. These areas cover a significant portion of the parking area near the Casino Entrance turnaround and part of the RV Park area. It should be addressed in the Plan how groundwater issues are going to be resolved. Tim Lindgren 32122 N Rosewood Dr Dent, MN 56528 (218)758-2528 “Don't it always seem to go That you don't know what you've got til it's gone They paved paradise And put up a parking lot" - Joni Mitchell September 21, 2016 - Conditional Use Permit Comment - Star Lake Casino Project Dear Ottertail County Planning Commission, My family's [3 generations) concern and affection for Star Lake and the Star Lake area stems from the fact we have a small lot and cabin on the South Arm. I want to be clear though, that 1 personally don’t think that ownership on a lakeshore gives us anymore right to the waters and surrounding wetlands, as 1 am glad we live in a system where they are public. In that sense though, neither the County nor any developer should not have right to drastically alter, abuse, or eliminate this sensitive and increasingly rare resource either. Our concerns stem from our firsthand experience with this Ottertail County Gem of a resource on Star's South-Arm bay. I’m sure by now, even if you’ve never bothered to look at it firsthand, you hopefully are aware of the longstanding existence and traditions of renowned fish, wildlife, and wild rice resources found in the immediate proximity to the Proposed Development Site. These natural public resources have for centuries attracted modern, and even likely ancestral humans as this concentration of life has always been attractive and appreciated. Could someone explain what has changed that we no longer value such a creation and it’s splendor to allow this discussion to go this far? To allow a Conditional Use Permit for soil removal/alteration/replacement, parking lot development, berm construction, and Storm Water Rapid Infiltration System (treatment) and access road in such close proximity and uphill of sensitive wetlands is irresponsible and inconsistent with existing rules, regulations, and science recommendations. (For instance, OTC Shoreland Management Ordinance Sections iIi.4.A (Setback table) Vertical Separation, iV.S.B. 1, & V.3.i all detail reasons why this type of Permit request MUST BE DENIED according to your own county regulations) Whether it be due to setback (horizontal & vertical), excessive disturbance, proximity to wetlands, human presence / disturbance, wetland disturbance by humans, introduction of sediment & foreign contaminants and lack of protection against significant Stormwater Events, structural density, impervious surface ratio (>25% when considered as an entire project with Trust Parcel), as well as a myriad of other concerns and issues, it should be very clear and apparent that this permit should never be allowed. To allow activities such as: * Soil surface disturbance (where the risk exists for erosion to enter wetlands) * High water tables to be altered * Wetland/lake natural filtration, buffer, & recharge areas to be eliminated or degraded * Introducing disturbance, light, noise, water contamination to this area Is not a logical, or in any way a righteous choice by any group tasked with deciding on SOUND DEVELOPMENTAL PRACTICES. To allow a Conditional Use Permit for any of the proposed action prior to any Environmental Process is merely an obvious effort to circumvent the designated process as specified by the Environmental Quality Board. From my understanding, the ENTIRE PROJECT is to be considered under Environmental Assessment Worksheet (Fee land) amd hopefully an Environmental Impact Statement. These have not even been opened for public comment to date. Details such as project footprint keep changing right along with each application, as 1 don’t believe this request even matches up with the previously submitted Wetland Application (which you likely know, was not posted, submitted, nor opened up for comment properly and therefore suspended pending revision and EAW completion). What exactly is the project in its entirety? We have yet to see a consistent plan as it has morphed numerous times. To intelligently comment and detail concerns on likely full impacts, one must see the entire project, including all future proposed phases. Until that has been done, and trained agency specialists such as various DNR sections, BWSR, MPCA, MDH, SHPO, EPA, ACE, etc. have all had a chance to assess the ENTIRE PROJECT & PHASES (in an EIS) this cannot be allowed to happen. This is again in my opinion, a very transparent effort to get a ‘foot in the door’ and begin work prior to the necessary discussion which 1 hope will clearly reveal this proposed project is unfit for this location, unprecedented in all of Ottertail County, and unwanted by the vast majority of Ottertail County Residents, Taxpayers and Sportsmen & Recreational Enthusiasts. The loss of natural resources, safety, traditions/history, rural atmosphere, and reasons for existing attraction to the area is not worth the shortsighted profit for so very few. Plus, nobody has yet to offer adequate detail on a financial strategy that benefits OTC taxpayers. Between the lack of tax base, monumental infrastructural costs (even if shared), and local competition for jobs/housing/tourism dollars, 1 don’t even see the financial gain if 1 was oblivious to the environmental loss. Please consider all the facts, sentiments, and risks and do the right thing by not allowing this permit and action proposed. Sincerely, Jason Gorr Starland Shore Drive (Family Land) Dent, MN (218)562-4322 office Although these are my and my family's personal views alone, I am also: Director on the Star Lake Property Owner’s Association Vice President of Star Lake Concerned Citizen Group MDH Certified Drinking Water Treatment Operator MPCA Certified Wastewater Treatment Facility Operator Experienced Trainer & TA provider to small rural (& tribal) Water Treatment Utilities ^ Former DNR Employee, educated in Fish/Wildlife Management Habitat Coordinator with Pheasants Forever @ OTC 9/21/16 Public Hearing RE: SSC Application for Conditional Use Permit Members of OTC Planning Commission - Dear Sirs: We're writing to respectfully ask that you deny/or recommend that it be denied, this current request of the Shooting Star Casino developer for a conditional use permit. It is our understanding that NO CONTSTRUCTION ACTIVITY should begin until such time as the Environmental Worksheet/Environmental Impact Statement has been received, reviewed for completeness, evaluated for accuracy, and made available for public comment; a regulatory process under the purview of MN Environmental Quality Board, that should take approximately 65 days. As of this date, our understanding is that this has not yet occurred. We're perplexed that Otter Tail County appears to be 'jumping the gun" on this process, just as it did in August with the Wetland Conservation Act application for this same project. The MN DNR advised OTC then, that they were premature in that action. The rational then is the same now, no permits should be issued and no construction may begin until the environmental review process has run its course. In addition to the above "due process" concern, we also have the following concerns: 1- Impervious Surface. Based on the information available it appears the developer will be very close to the 25% limitation on impervious surface calculation for the fee land. This of course, is a subject that ail lake shore owners are very familiar with, and one we're sure the planning commission deals with regularly. It's interesting that the developer has not included the % of Impervious Surface from the Trust Land (likely 75-80%) which would certainly drive the total project percentage significantly higher than the allowed 25%. While the developer may be "able" to do this, it certainly is not the "right" thing to do for Star Lake water quality/wetland protection. Let us all remember the intent of the Impervious Surface limitation - to reduce storm water runoff and the resultant pollution of our waters. Likewise, the OTC Shoreline Management Ordinance is there to protect and enhance our prized water resources - let's be sure to apply that to every aspect of the fee land development, with same fervor and attention to detail that has been given to individual shoreline projects in the past. 2- Storm Water Pollution Prevention Plan. The information available indicates the developer has designed a plan to properly accommodate storm water runoff of 1" of rainfall. As year-round residents, we can attest that many times during a season we have had well in excess of 1" of rainfall in a single event, an event that has happened at least three times this season. This plan is woefully inadequate. 3- Sewage Lagoons. The developers plan to place three sewage lagoons to the west of Hwy 41 immediately uphill from a designated environmental sensitive lake (unnamed lake west of Hwy 41) is puzzling at best. All three lagoons are well within Shoreline Management Ordinance setback, and in addition to the obvious water quality threat - would not appear to provide a very atheistically pleasing view right at the entrance to the casino. At this point, we are confident that the members of the planning commission are keenly aware of the size, scope, complexity, and myriad of environmental concerns associated with this project - we respectfully submit there should be no need to rush this thing along. We are of the opinion that all due concern and care needs to be taken regarding the decisions to be made regarding this project. Once the dredge & fill and the movement of nearly a half million cubic yards of dirt/gravel is done, there will be no going back. You have a difficult task; this is likely the biggest single economic development in a very long time in Otter Tail County, if not ever. It will forever change the landscape of one of the county's most pristine lakes. You are the "buffer initiative" of lake shore development - the citizens of Otter Tail County are counting on you do the right thing. Please deny this application for a Conditional Use Permit. Cc: Otter Tail County Commissioners Respectfully, Lee & Becky Mindemann, 32739 380*^ St., Dent, MN 56528 OTC Public Hearing - Sept 21,2016 Application for Conditional Use Permit / Interim Use Permit by Central Minnesota Land Co LLC and White Earth Nation for Shooting Star - Star Lake Resort & Casino My comments have to do with Notification and Scope of this particular Conditional Use Permit (CUP) NOTIFICATION: According to Section V.8.A. "Notification Procedures" in OTC's Shoreland Management Ordinance "written notice shall be sent to the property owners of record within % mile of the affected property or to the 10 properties nearest the affected property, whichever will provide the greater number of owners". Just curious, how many property owners were mailed a copy of this notice? Regardless, either way does not seem sufficient for a development of this magnitude. SCOPE: I want to make sure I understand the scope of this Conditional Use Permit. Handwritten on the Conditional Use Permit application it says: "Specify your request: Construction of a Parking Lot and Storm Water Catch Basins for a new resort hotel and casino on adjacent property. Earth work to include 422,690 cubic yards of earth work... " The Storm Water Pollution Prevention Plan document has a section that says: "Fee Land: The areas where parking lots, storm water treatment ponding, sanitary sewer treatment, water treatment facility are to be constructed will be stripped of top soil and brought to the grades shown in the plans. This will require borrow material to be either hauled in from offsite or on site if suitable material can be found within the Fee Land. Earth moving activities will commence following the wetland mitigation and conditional use permitting process... " My question is: Is this particular CUP about building the parking lots and storm water catch basins or is it for approval of earth moving activities on ALL of the fee land (within the Shoreland Management District 1000-foot mark)? If only for parking lot and storm water catch basins, has the design been finalized? Although most recent drawings seem to be consistent in showing the parking lot and storm water catch basins entirely on fee land, there is at least one drawing in the documents submitted for recent applications that shows a portion of the hotel-casino building on the fee land as well. If the design of the buildings (hotel, casino, convention center, etc.) are not finalized, how can the parking lot plan be finalized such that a CUP can even be submitted? Furthermore, if plans change regarding what is being proposed as development on the fee land (due to other Federal-State-County applications/reviews) must a new CUP be submitted before earth moving activities can begin for the parking lots and storm water catch basins? With respect to some of the drawings included in recent applications... 1. From the Civil Engineering Drawings for Site Improvements on OTC website CUP page (pages 2-3): The drawing on the left shows the majority of the parking lot on fee land, however half of the drop­ off circle by the entrance is on fee land and half on trust land. How does approval for that work? The drawing on the right shows what is underneath the parking lot & storm water basins with respect to wetlands but what you can't see are the trees that must also come down. It seems to me that is important to understand what is being taken away when making decisions about the future. •TRliST-UI#® 2. From the Joint Application Form for Activities Affecting Water Resources in Minnesota (submitted with the WCA wetland app). The drawing on the left is somewhat similar to the one above (i.e. parking lot entirely outside of trust land and casino-hotel within trust land) but yet a little different (maybe just an older version?) The drawing on the right shows an entirely different plan with some portions of the buildings outside of the trust land. How are we to know which drawings are correct and/or the most current? 3. This picture is from the Landscaping Plan that was included with the CUP application. The landscaping plan appears to address ALL landscaping plans on the fee land (within the 1000 ft. mark) as well as the trust land. Another example that it only makes sense to consider this as "one project". But back to my scoping question, will there be a separate CUP for earth moving for areas of the fee land that are not parking lots or storm water catch basins ... such as the waste water treatment (west side of 41) etc. !^i \m\i?aio®o o •O o • ■ other comments pertaining to earth moving activities on the fee land: • As part of this Conditional Use Permit, are you considering whether the surrounding roads are equipped to handle the weight of construction vehicles that will be hauling earth in and out... especially across the little bridge on 41 between the West Arm and the Main Lake? I am concerned about traffic and pedestrian safety along 41 and other roadways when these earth moving vehicles are operational. I see there is a bypass lane to be constructed during 2017, but what about before that and what about the portions of 41,108,24 etc. beyond the bypass lane? It's going to be a bit difficult and treacherous for rural mail carriers to do mail delivery for the many mailboxes that are on these main roadways and for residents to get their mail and papers. • The Shoreland Mgmt Ordinance has sections that refer to tree removal. Has the developer disclosed their plans for tree removal for the areas subject to this CUP and how will this be enforced? Trees play a very important part in our environment and ecosystems. Removing mature, full grown trees will have an impact on the birds and other animals that have come to depend on them. Trees also impact the plant life and natural water drainage. I see "existing trees" identified in the landscaping plan, but it appears many existing trees will need to be taken down to accommodate the parking lot and structures on the adjacent trust property. Hopefully, for any trees that must be taken down, tree removal is done in a respectful, economical and practical manner. Once these mature trees are taken down it will take years, generations, for them to be replaced. • SMO Sections V.3.1.11 and 12 refer to lighting and signage; the supporting documentation for this CUP included the lighting plan and the two signs at the entrance points (an 11 ft shipping/receiving/employee entrance monument sign and a 41 ft pylon sign with electronic message center etc.) Are these included because they are part of the "Parking Lot" or are they relevant for their "earth moving" implications? Are factors associated with lighting and signage being considered as part of this CUP or does that come up in yet another application process; it is so confusing. I'm not an engineer, but I have done project planning and know that dependencies must be identified. It seems to me that the parking lot and other plans for the fee land are hugely dependent on the outcomes of decisions and approvals yet to be made on the trust land, and thus, a CUP for the parking lot etc. should not be submitted until other decisions are made pertaining to the Federal permitting process, WCA, EAW review and, EIS if warranted. Only then can we make sure that this development is in synch with economical, growth, development and environmental objectives. This project has been described as the biggest development to hit Otter Tail County ... possibly EVER. Yes, development is inevitable. Everyone wants a piece of lake county. No one can really own Mother Earth. However, I firmly believe we need to thoughtfully and thoroughly consider this project and its potential implications (both short- and long-term) before even a shovelful of dirt is moved. I heard at the Sept 8 open house that ground breaking is tentatively planned for mid-November. In my opinion, NO ground-breaking (actual or symbolic for PR purposes) should occur until the appropriate CUP or other reviews and applications are approved. Lastly, because someone has to do it, I leave you with the following song lyrics: They paved paradise And put up a parking lot... Don't it always seem to go That you don't know what you've got 'Til it's gone They paved paradise And put up a parking lot Respectfully submitted. Brenda Ebanks 39605 Galaxy Road Dent, MN 56528 rr\i^ErrnJ<^ Hello, My name is Michael Donoho, I come before the planning commission as a 3^'^ generation property owner on Star Lake and as a Director of the Star Lake Property Owners Association. Although today I am speaking as an individual and not on behalf of the SLPOA. Before you is a Conditional Use Application for the parking lots and storm water catch basins for the proposed Shooting Star Casino project to be built on adjacent land. I would like to express my viewpoint on this application and the development as a whole. Like 1 have stated many times since the development was announced, if 1 had my wishes, 1 would have the only cabin on Star Lake. Being a realist, I know that is not possible and development of Star Lake is inevitable. My focus has to be the protection of Star Lake so it remains the gem it is for many generations to come. If you look at the SLPOA vision, "Star Lake is a remarkable gift of created beauty and natural resource. The Star Lake Property Owners' Association and its Board of Directors are dedicated to its protection and enhancement for all citizens who wish to enjoy its benefits in this generation and for generations to come.” This sums up nicely my goal for Star Lake and my activism in protecting it. But like I stated earlier, development is inevitable and the SLPOA mission includes that when it says "Its’ orderly and proper development”. I am not a planning specialist, a wildlife specialist, a hydrologist, nor a trained environmentalist, I defer those issues to trained professionals. I believe the County, State and Federal governments have rules, laws and regulations in place to protect our resources in these areas. Those laws, regulations have been researched and adopted based on professional opinions of experts in the particular fields of study. My role as a resident and concerned citizen is to insure that all these rules, laws and regulations are enforced for any and all developments on Star Lake. Whether it is a family of 4 building a summer cabin or the White Earth Nation building a resort and casino. Everyone should be allowed to use our resources wisely and enjoy the beauty that is Star Lake. I believe your decision must be based on the application, and how it relates to existing county ordinances in regards to what is on the application. This should mean that all the I's are dotted and t's are crossed in regards to the county's enforcement of their rules, laws and regulations. We as citizens can not expect any more than that Thank you for your time. Sincerely, Michael B. Donoho U.S. Fish and Wildlife Service National Wetlands Inventoi rust Lan \ PEM1/SS1C F'EMIF |r- m mwettcifuls‘EM IF EsllSouth Bay m-:-iS h 'i>'v L'lUfeH T/|; PEM1F pf: P msmmT-r./ m\'T^^-nr?--it' Ih VI PEM1F >'3#SS1C It PEM1/SS1Cd 09-21-2016 Re: Conditional Use Permit Dear Otter Tail County Planning Commission, My wife and I own lake front property on Star Lake's West Arm about one mile from the proposed Star Lake Casino development. We believe the CUP application for this development must be denied. The environmental impact of commercially developing this site goes against all we know about responsible and sustainable, lake front development. As you know. Otter Tail County Officials recently received public recognition from MN Governor Mark Dayton for their extraordinary efforts to preserve our lakes and wetlands with the buffer initiative. The details of the Star Lake Casino project revealed in the CUP application clearly goes against this "protect our lakes" directive and many items appear to violate the Shoreline Management Ordinances. My wife and I spent time reviewing recent meeting minutes from the OTC Planning Commission and the past rulings clearly show a concern for the environment and preservation of our lakes. These documents reveal many CUP permit applications are denied, very often citing an impact risk to nearby lakes and wetlands. In addition, the notion that the Star Lake Casino development is two projects, one on the trust land and yet another on the fee land, is both morally and ethically wrong. We must remember the goal should be to properly evaluate the environmental impact of the project in its entirety. The Star Lake Casino is a single, large commercial development and should be treated as such. This project should require that a complete Environmental Impact Statement (EIS) be performed to insure no impact is underestimated nor overlooked. Anything less would be simply irresponsible and the potential environmental damage, irreversible! The impervious surface percentage related to this project as a whole greatly exceeds the 25% maximum acceptable level. The typical storm water run-off from a heavy rainfall will easily overwhelm their proposed treatment system. Rain events that exceed the system's one-inch capability occurs several times a year, in fact, three times in the recent weeks!! The EA/EAW review is not fully complete at this time and, as a result, the CUP application is pre-mature and thereby must be denied. This project must be environmentally reviewed and evaluated as a whole. Upon completion of the EA/EAW review, the need for an EIS will likely become crystal clear and any future permit applications for this project shall also be denied, solely based on the "unbuildable" nature of this site and the unavoidable impacts to the entire Star Lake watershed. Since developer has alternate sites available, why allow the potential destruction of two of Otter Tail County's Premier Lakes in the process!!?? Please continue a legacy of sustainable and responsible development of our lakes! We plead with you to do the right thing and flat out deny this CUP application. Thank You and Best Regards, Jeffrey R. & Cheryl A. Bursey 30501 Bambi Trial Dent, MN 56528 (218) 758-2004 Marsha Bowman Marsha Bowman Thursday, September 22, 2016 12:33 PM Kathy Domholt; Bill Kalar 'debmn@mac.com' RE: Planning Commission meeting 9/22/2016 From: Sent: To: Cc: Subject: Kathy, I will include this letter with the other pieces of correspondence that were received at last night's meeting. Marsha Marsha Bowman Office Administrator Land & Resource Management GSC, 540 W Fir Fergus Falls, MN 56537 218-998-8099 —Original Message— From: Kathy Domholt Sent: Thursday, September 22, 2016 12:24 PM To: Marsha Bowman; Bill Kalar Cc: 'debmn@mac.com' Subject: FW: Planning Commission meeting 9/22/2016 Deb would like this letter included with the Planning Commission minutes (public comments). Kathy Domholt Benefits Administrator/County Board Secretary 520 W Fir Avenue Fergus Falls, MN 56537 218-998-8065 phone kdomholt@co.ottertail.mn.us Confidentiality Notice: The unauthorized disclosure or interception of e-mail is a Federal Crime. See 18 U.S.C Sec. 2517(4). This e-mail message, including any attachments, is for the sole use of the attended recipient(s) and may contain confidential and privileged information. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. —Original Message— From: debmn@mac.com fmailto:debmn@mac.com1 Sent: Thursday, September 22, 2016 12:25 PM To: Kathy Domholt Subject: Planning Commission meeting 9/22/2016 HI Kathy, Here is the full text of my letter that I read to the Planning Commission last night. I would like it included in the public comments. Thanks!! -Deb Wallwork 1 First of all, I want to thank the Planning Commission and County Board for allowing this public hearing. The South Bay of Star Lake is renowned for it’s sensitive wetlands, which are valuable wildlife habitat. I am not an expert, I have a cabin on the West Arm and I have spent many hours reading documents hoping to find a way to protect it’s unique character. Star Lake is unusual in that it has both very developed areas, where the lake is deep, and extensive shallow sloughs in the South and West Arms that are sensitive habitat as defined by the DNR. That character, where both recreational uses and extensive wildlife habitat coexist, has attracted people who greatly value the natural environment of our lake. The OTC Shoreland Management Ordinance says that “Alterations of topography must only be allowed if they do not adversely affect adjacent or nearby properties.” The location of this proposed parking lot is adjacent to and nearby extensive areas of emergent vegetation in the South Bay, and it would involve the removal of shore land trees that are increasingly the focus of studies that show their value as clean water filters that are vital to the health of our lake. The presentation of this development project is impressive, and clearly efforts have been made to minimize the impact. The question is, when you consider this conditional use permit— which is the acreage the County does have control over— the Shoreland Management Ordinance asks us to consider—Is this development suitable for this area, is it compatible with existing uses? The South Bay is in use by hunters and fisherman, kayakers, wild rice harvesters, spawning fish, nesting birds and migrating wildlife. Twenty one wetland basins were found in the “parcel” under consideration alone. Increased human activity, noise and light from the parking lots will drive wildlife away from these areas, and also impact adjacent wetlands along the lakeshore. Human activity is, of itself, disturbing to wildlife, and I quote from studies “Those activities that are likely to have adverse affects... are “large scale activities that directly alter the structure and composition of the landscape.” Hopefully that sets the stage as we address the details of this permit. Most of my comments refer to info in the Storm Water Pollution Prevention Plan document. All impervious areas from the site will have drainage provided to direct storm water runoff through storm water ponds designed to treat a 1” rain event over alf impervious surfaces. Just this year at Star Lake we had three rainfall events that dropped over 2 inches of water in just a few hours.; According to the National Wildlife Federation:'“Global warming is making rainfall and flooding heavier, and catastrophic weather events more common:” The combined impervious surfaces of the trust and fee land, for example, are over the 25% maximum the SMO requires. That these projects are adjacent and connected within a contiguous shore land area makes that total- value important. "Due to the high probability for archaeological remains within the area....” I am'curious why this site is not considered to be a “historical” site. I believe it does fit the definition under Minnesota State Statutes. This particular area of the South Bay of Star Lake has been the location for rice harvesting and ceremonial practices for hundreds if not thousands of years. For Otter Tail County, the discovery of cultural artifacts on the fee land ought to be a wake up call. The SMO says “No structure may be place on a historic site in a manner that affects the value of that site unless adequate information about the site has been removed and documented in a public repository... “ New technology of ground penetrating radar has been used in similar cases where burials are a possibility. In any case, I believe the archeological study on this site is inadequate. The intent.. .is to install lagoons., to treat the sanitary sewer flows from the site.The lagoons will be installed north of the unnamed lake... To put sewer lagoons on the north side of County Highway 41, highly visible from a scenic road, fight next to a wetland area where trumpeter swans are nesting- that seems highly inappropriate. The report indicates that no endangered species are found in the project site. What about threatened species and species of concern. Star Lake is a designated wild rice lake, and at least three species of birds of special concern utilize wild rice habitat on the South Bay; red necked grebes, trumpeter swans and common loons. We need a full EIS to determine the environmental impact. I understand that development may inevitable, but it’s important to consider what kind of development is best for the County. This is a controversial development. 79% of Star Lake property owners surveyed did not feel it should be allowed, although 26% of that group had been led to believe there was nothing we could do. Gradual development allows wildlife to adapt. This would be rapid development, with all this construction and earth moving intended to happen within the next year. The SMO advises minimal change in the existing topography. This is development on a massive, unprecedented scale. This permit alone involves 300,000 yards of earth moving, extensive pile driving, excavation of existing wetlands, with the addition of impervious surfaces, sewage lagoons, injection wells that pump wastewater into our aquifer, the destruction of a considerable acreage of woodlands, an acre of lights filling the sky, continuous traffic and human activity, and then there is the projected golf course, a water park and RV housing— all this human activity in a quiet ecologically valuable area the DNR has long recommended, most recently in the Star Lake LID application, for protection and preservation. I believe that the Planning Commission should deny this permit, based on SMO Section III sixteen point measures. I believe the majority of new Otter Tail County residents are attracted here, and our grown children are now coming back here, not because of our economy, but because of our abundance of clean water and natural beauty. That natural wealth is why our Shore land Management Ordinance asks us specifically to protect our wildlife and sensitive wetlands. That natural wealth is how Otter Tail County residents were able to attract funds to build the multi-million dollar USFW facility known the Prairie Wetlands Learning Center. It’s why we want every school child in Fergus Falls to learn about pin feathers and protozoa and gets to experience firsthand the awesome natural world that surrounds us. That natural wealth is why so many of our ; ; young people I know who are coming back here to raise their children would want to see the word sustainable put in front of the word development. Please leave our beautiful Star Lake for the future they ' envision. • - iI I; : ■ r, ■i i ; i •; ; i:1, ; Foil ic Star Casino CUP Hearing Remarks ^ /. aO-fAj. Stu Peterson p,Uo\\^(i to • mIaI S-2MB f<^ M+5 Good evening. My name is Stu Peterson. My wife and I are full time residents of Star Lake*^ /?^o^ Township and live and work on our Stat Lake farm. First of all, I want to make it clear that I am not anti-gaming nor am I anti-development. I have always supported thoughtful, balanced development of Star Lake and the greater Star Township neighborhood. For example, I spent nearly two years (03-04?) on a volunteer committee that represented a wide range of "stakeholders" appointed by the OTC Board to review the OTC Shoreland Management Ordinances and make recommendations. This was during the development moratorium that related to Dead Lake's Blue Heron Bay controversy. We worked closely with Bill Kalar and other county officials in that endeavor. The group did some very good work and made specific recommendations, including revisions that would have provided new flexibility to the rules for commercial planned unit developments. In the case of the currently proposed Star Casino, my neighbors and other average citizens are up against well-funded professionals who have obviously been working on Star Casino for years. We all know how they very quietly negotiated and ultimately purchased the Kubitz farm and other near-by properties under a carefully chosen name that made it difficult to determine their identity and motives. This is the property now referred to as the fee land. The developer has had the time and the money to develop their proposal, acquire land, hire consultants, attorneys, and professional PR advocates. Before the project became public, the development and planning was well underway. Why do I go into this history? Because the OT County Planning Commission is the common citizens primary line of defense. You have the difficult job of interpreting and fully understanding proposed development implications, whether it is the remodeling of a grand-fathered non-compliant boat house on a small lot on Pelican, or a 300 room, 24-7, resort and casino covering 250 acres of Star Lake property. You are the gate-keepers who help even the odds between the well-funded professionals and the rest of us. We all rely on you to assure thoughtful balanced development that adequately considers and protects the lakes and natural environment resources. This proposed development on Star's south arm represents massive potential negative impacts to some of the most important and environmentally sensitive land in the county. What happens on Star, doesn't stay on Star. If flows directly downstream to Dead Lake, eventually to Otter Tail and then the Otter Tail River. The Star Lake Concerned Citizens Group has gathered over 700 signatures of common folks who have serious environmental, infrastructure, public safety and social concerns regarding OTC's largest proposed commercial development of its kind ever. Those 700 do not have the big - money, the time, nor the benefit of hired professionals. In the end the common citizen will be , ^ worn down by requirements to actively attend and participate in every approval hearing. They are depending on you, the OTC Planning Commission and the County Board to do the right thing. In this case the right thing is to deny the CUP for the parking lot and storm water catch basins. It is a small piece of a much larger (massive) proposal. I submit that the CUP is incomplete and inadequate for both the Planning Commission citizen evaluation purposes. It should be denied and resubmitted when the entire project is fully defined and all ramifications are identified and addressed. I do not believe the developers should be allowed to split the baby into pieces from a permitting and environmental review standpoint. That is, the gaming and hotel on the trust land is fully dependent on all the infrastructure proposed for the fee land. Correspondingly, the parking lot and all other related infrastructure are meaningless without the hotel and casino. The entire project needs to be considered as a whole baby, not as individual and independent parts. The OTC SM Ordinance provides guidance in the consideration of a conditional use permit. The proposed Star Casino project, including the parking lot and storm run-off pieces, rings nearly every bell—if not sirens- on the list! Examples: SMO V.3.1 I. The Planning Commission shall consider a Conditional Use Permit if the proposed change is found to be consistent with the general purposes of this Ordinance and the intent of this and all other applicable state and local regulations and laws. The Planning Commission may consider the following: 1. Compatibility with the surrounding area; both on land and water. The proposed construction is incompatible with the wetlands and littoral waters on, and adjacent to, the project area. 2. Environmental impact, including soils, topography, vegetation (land and water), fish, and wildlife. The proposed construction would be detrimental to the lake's wetlands, fish and wildlife. This needs to be fully identified and evaluated in the ongoing environmental review. 3. Any hazards that may be created; both on land and water. The total project presents numerous public safety hazards that are not adequately addressed. ff 5 4. Density and location of development. The proposed construction is built to the lot line and abuts a proposed project (on adjacent trust land) that would be a "commercial planned unit development" if it were subject to the SMO. The project on adjacent trust land occupies covers a substantial majority (60-80%?) of the buildable area of that parcel with impervious surface. The resulting dense development is inconsistent with the SMO. Approval of the CUP would make that adverse use on the adjacent parcel possible. Though the OTC Board has no jurisdiction over the trust parcel, it should still take into account the resulting density of the project as a whole. 5. Suitability of the area, in its existing state, for the proposed use. The magnitude of the earth work and the proposed removal of the existing wood lots clearly demonstrate the unsuitability of the proposed parking lot and storm run-off collection areas. 6. Near shore water depth. The most recent Star Lake Assessment (attached here, available at EOTCSWCD website, http://eotswcd.fatcow.com/EOT/Documents/Lake%20Assessments/Star.pdf) indicates that 60% of Star Lake is a littoral area (2,659 of the lake's 4,454 acres)(p 1). In the South arm, however, the littoral zone approaches 100% (map at p. 2). Littoral resources are essential to fish reproduction. 7. Sensitive Areas may be protected through the use of Natural Environment Standards. At an absolute minimum, the DNR lake classification restrictions for Natural Environment lakes must be applied to this development proposal. The South Arm of Star Lake is the poster child for Natural Environment classification. These same standards are applicable to the "un-named" lake in the developer's proposal. 8. Adequate parking and traffic control. The draft Limited Area Plan calculates "average" anticipated traffic flows. The developer has not addressed the anticipated traffic and parking requirements for "special events" so common to all other casino/hotel enterprises, is Otter Tail County and the Star Lake and Dead Lake Townships ready for multiple Wee-Fest type extravaganzas? 9. Amount of noise generated. Limitations must be placed on promotional and entertainment "bells and whistles" including concerts, fire-works, truck and tractor pulls, and all other entertainment options being considered for the proposed facility. 10. Hours of proposed use. Pf The 24-7 nature of most casinos presents special challenges to all public safety concerns. 11. Lighting. This issue has only been addressed in a cursory way. A specific lighting plan for the entire facility, including the parking lot and ingress /egress access should be provided for public review. 12. Signage (number, size, lighting, and location). See above comments with respect to Lighting. 13. Time frame and/or phasing. Are there Phase II or III projects proposed in the shoreland area? These need to be identified and provided for in any approved land use. Early developer announcements suggested future camp grounds, marina, convenience stores and the like. If such developments are considered, the project may exceed the 25% impervious surface limit. 14. Adequate lot area and water frontage for the proposed use. Is it possible that no part of the entire project requires or makes use of any water frontage? See comments on application of Natural Environment lake classification standards. 15. Minimal change in the existing topography necessary to allow for the proposed use. The proposed development would require substantial change to the existing topography. The proposed development can only be “substantially screened” (as required by storm water standards) by massive topographic alteration - construction of berms (3 V2 feet high) on the edge between the proposed parking lots and the wetlands. Building berms does not “preserve shoreland aesthetics ” (SMOIV. 3) 16. Any other possible adverse effects of the proposed Conditional Use Application and what additional requirements may be necessary to prevent such adverse effects. SMO IV.3.B. 1. Before authorizing any grading or filling activity in any type 2, 3, 4, 5, 6, 7 or 8 wetland, the effect of the proposed activity on the following functional qualities of the wetland must be considered: a. Sediment and pollutant trapping and retention. b. Storage of surface runoff to prevent or reduce flood damage. c. Fish and wildlife habitat. Lfj d. Recreational use. e. Shoreline or bank stabilization. f. Noteworthiness, including special qualities such as historic significance, critical habitat for endangered plants and animals or others. This evaluation must also include a determination of whether the wetland alteration being proposed requires permits, reviews, or approvals by other local, state or federal agencies such as a watershed district, the Minnesota Department of Natural Resources or the United States Army Corps of Engineers. The required permits have not been issued. Until the environmental review proeess is eompleted, the required consideration of the proposal's effect on the functional qualities of the wetlands cannot be determined. The project footprint in the CUP application is significantly different than the footprint in the wetland replacement permit application. What is the proposal? The Planning Commission could, and should, recommend that the CUP application not be approved. DENIED! Applicant may resubmit for consideration after obtaining necessary permits. SMO III.4.A (Setback table) Vertical Separation. Three feet * For lakes, by placing the lowest floor, at a level at least 3' above the highest known water level, or 3' above the OHWL, whichever is higher. SMO IV.3.B.ll.a.: "Roads, driveways and parking areas must meet structure setbacks___" OHWL: 1329.5; Highest known water level: 1331.2 (see Lake water level report referred above.) In closing, the Conditional Use Permit application is deficient, incomplete and in some areas inconsistent. It should be denied. Marsha Bowman David Hauser Friday, September 23, 2016 9:50 AM Vam[->^|]HD(^anl rnm'- Rill KaUrj R-->vA.rnan RE^^Ianning C^mmissio^Mee^g Cements - Stu Peterson^ From: Sent: To: Subject: I got it, and assume the others did too. We agreed to make your writing a part of the record. David J Hauser OHER TAIL COUNTY ATTORNEY 121 West Junius Avenue Fergus Falls, MN 56537 218-998-8406 From: campaauilacaaol.com rmailto:campaauila(a)aol.com1 Sent: Friday, September 23, 2016 9:48 AM To: Bill Kalar; David Hauser; Marsha Bowman Subject: Fwd: Planning Commission Meeting Comments - Stu Peterson Re-sending... Think I used out-dated addresses. ?? Sorry and Thanks. Stu Peterson —Original Message— From: campaquila <campaauila@aol.com> To: bkalar <bkalar@co.otter tail.mn.us>: mbowman <mbowman@co.otter tail.mn.us>: dhauser <dhauser@co.otter tail.mn.us> Sent: Thu, Sep 22, 2016 11:19 am ,Subject: Planning Commission Meeting Comments - Stu Peterson K To: Bill Kalar, Marsha Bowman, and David Hauser Hopefully I have correct addresses for your emails.?? Please advise it this all arrives OK. Attached, per my conversation with Mr. Hauser following the meeting last evening, I am attaching the full text of my remarks that I intended to present to the Planning Commission. Unfortunately, the two-minute limitation did not allow the full text to be presented. I would like the full text to be included in the "official" records of the OTC PC meeting of 9/21/16 Thank you. Stu Peterson 31494 395th Street Dent, MN 56528 218-758-2796 Farm 651-707-4575 Cell 1 Marsha Bowman Stu Peterson <carnpaquila@aol.com> Friday, September 23, 2016 12:37 PM fyiarsha Bowman Re: Planning Commission 09-21-2016 Meeting - Additional Correspondence for the Record (Parking Lot / Star Lake Casino) From: ,, Sent: To: Subject: Thanks Marsha! Stu Sent from my iPhone On Sep 23. 2016. at 12:32 PM. Marsha Bowman <MBowman@co.ottertail.mn.us> wrote: Good Afternoon, Yesterday you received the correspondence received regarding the September 21, 2016 Planning Commission Meeting. " For your use, I have attached the written text from Stu Peterson, which has been placed in the file and is considered part of the record as he requested. If you have any questions, please contact me. Have a nice weekend! Marsha Mcwiha/BowmoA^/ Office'A dyynCnCitrdtm- Lccnd/€r esc, 540 W fir fer^faili-, MW 56537 218-998-8099 <image001.png> <SKM_454el 6092312250.pdf^ 1 JH4-T oF yH-CSF /^SV\Si4)t^S If^diCATts-S ^ /. ^ A'^W SdaJ^TFfiPuo^TlCfJ ujiuLd (^57' 3^- r/fj)(3 Amy Busko Bill Kalar Wednesday, May 31, 2017 8:17 AM Amy Busko FW: Star Lake Development - CUP - Changes StarLake-CUP-20170530.pdf From: Sent:received may 3) 201? lands RESOURCE To: Subject: Attachments: Hi Amy - here's the E-Mail I mentioned. Bill Kalar Land & Resource Mgt. 218-998-8105 CfOTTCR T«ll From: Eric Lagerquist fmailto:elaQerquist@cuninaham.com] Sent: Tuesday, May 30, 2017 4:23 PM To: Bill Kalar Cc: William Marsh - Shooting Star Casino fwmarsh@starcasino.com1: 'Joe Plummer'; WE BUILDERS - Roy Lavoy frovl@whiteearth.com1: Mike Strand Subject: Star Lake Development - CUP - Changes Bill; We are writing to inform the county of some changes that have occurred to the design of the Star Lake Development project since the initial application for a Conditional Use Permit in August of 2016. These changes are a result of the developments continued field investigation, design refinement and the EAW process. The changes are identified in the attached Memo date 5/30/2017. We would also like to confirm that these changes are not significant enough to require a new application for the Conditional Use Permit. We will be providing new copies of the revised design for the County and Planning Commission once the EAW process has been completed and the Conditional Use Permit process resumes. We look forward to a confirmation that the Conditional Use Permit process can proceed without a reapplication. Please let us know if you have any questions. Eric Lagerquist, aia, leed ap Senior Associate Cuningham Group Architecture, Inc. Direct: 612 617 2985 Fax: 612 379 4400 Cell: 651 324 8183 St. Anthony Main, 201 Main Street SE, Suite 325, Minneapolis, MN 55414 elagerquist@cuningham.com www.cuningham.com Please note our temporary office location between Hay 22 - December 2017: Midway Corporate Office Park, 2340 Energy Park Drive, Saint Paul, MN 55108 uplifting the human experience 1 \ i i CUNINGHAM GROUPMay 30,2017 Mr. Bill Kalar Land & Resource Management, Director 540 Fir Ave West Fergus Fall, MN 56537 Conditional Use Permit Star Lake Development 37526 Cty RD 41, Dent MN 56528 RE: Cuntngham Group Architecture, IncDear Mr. Kalar; We are writing to inform the county of some changes that have occurred to the design of the Star Lake Development project since the initial application for a Conditional Use Permit in August of 2016. These changes are a result of the developments continued field investigation, design refinement and the EAW process. The changes are identified in the attached Memo date 5/30/2017. Si. Anthony Main 201 Main Street SE Suite 325 Minneapolis, MN 5.5414 We would also like to confirm that these changes are not significant enough to require a new application for the Conditional Use Permit. We will be providing new copies of the revised design for the County and Planning Commission once the EAW process has been completed and the Conditional Use Permit process resumes. Tel; 612 379.3400 l-ax: 617 3794400 www.cuningham.com We look forward to a confirmation that the Conditional Use Permit process can proceed without a reapplication. Please let us know if you have any questions. Eric N. Lagerquist, AlA Senior Associate William Marsh, Shooting Star Casino Roy Lavoy, White Earth Builders Joe Plumer, White Earth Nation cc: File \\cga\Data\Project\15\0573\Admin\04-Agendes\Conditional Use Permit Application\CUP-Response\20170529-b-Ka(ar- Response.docx Page 1 of 1 Memorandum To:Bill Kalar, Otter Tail County Eric N. Lagerquist, AIA Shooting Star Casino, Star Lake From: Project: Project Number: 15-0573 Subject: CUNINGHAM GROUP Conditional Use Permit - Changes May 30, 2017Date: William Marsh, Shooting Star Casino Roy Lavoy, White Earth Builders Joe Plumer, White Earth Nation Copy To: File Following is a list with descriptions of changes that have occurred to the project since the project documents were submitted to Otter Tail County for the Condition Use Permit on August 24, 2016. These change where included in the EAW that was submitted to the County at the end of April, 2017.Cuningham Group Architecture, Inc. Project Information Property Owner: Mailing Address: Lake Number: Range: 135 Township: 135 Parcel Numbers: St. Anthony Main 201 Main Street SE Suite 325 Minneapolis, MN 55414 Central Minnesota Land Co LLC / White Earth Nation P.O. Box 4IB, White Earth, MN 56591 58-0385 Lake Name: Star Lake Township Name: Star LakeRange: 41 5600050109000, 5600150109000, 56000150106000, 56000150108004 37526 Cty RD 41, Dent MN 56528 Tei: 612 379 3400 Fax: 612 379 4400911 address: www.cuningham.comOHWL and Setbacks: Subsequent to the submittal of the Conditional Use Permit the development team has been able to complete a survey of the actual location of the OHWL of the Unnamed Lake #56-0487, received from the DNR. This survey has placed the OHWL further northeast, approximately 100 feet. As result all the site area calculations have been recalculated. As a whole this has a minor effect on the calculations, and the project is still under the allowed impervious area percentage, and exceeds the minimum open area requirements. {Item A on attached site plan) Earth work:The volume of soil to be moved on site has been reduced by 31%; From: 422,690 cy To: 288,880 cy Including the following; Top soil strip and replace From: 105,000 cy To: 39,270 cy From: 250,600 cy To: 171,309 cy From: 67,090 cy 51,900 cy From: undefined To: 26,400 cy From: undefined To: 38,460 cy Movement and Embankment Import new fill To: Import Class 5 Base Commonfill (onsite Borow) \\cga\Data\Projea\15\0573\Admin\04-Agencies\Conditional Use Permit Application\CUP-Response\Star Lake - CUP - Modifications.docx Page 1 of 3 CUNINGHAM GROUPTwo areas of the parking lot have been modified to reduce the total area of impervious surface. 1. The staff parking area north of the new resort building is being reduced: From: 240 parking stalls To: 160 parking stalls 2. Additionally, the Staff parking area is being combined from two parking areas into one. {Item B on attached site plan) 3. The customer parking area on the south side of the main parking has been pushed to the north and combined with adjacent lot. The green rain garden space between these parking areas has been move to the south. This change has reduced the impervious surface area and moved the parking an additional 30 to 60 feet from the OHWL for a total offset at the parking of 235 feet. {Item C on attached site plan) Parking: Building: The following information related to the project located on the Trust Land and outside of Otter Tail Counties jurisdiction. The resort building has had the following changes; 1. The buildings foot print has been reduced, with a result of a reduction in the impervious area for the site {Item D on attached site plan) 2. An increase to the building lower level square footage within the footprint has allowed for a substantial reduction to the cubic yards of soil to be imported to and move on the site. 3. A screening fence was removed from the east side of the building and will be replaced with landscaping 4. The exterior pool and patio have been removed from the project scope. This reduces the amount of impervious surface area. This also removed an area of high light level exterior night lighting required by the building code, {item E on attached site plan) 5. The construction type of the building has been changed from Type IB to a mixed construction of Type lA and Type IlIB RV Parking: The following information related to the project located on the Fee Land outside of Otter Tail Counties Shoreland Management District. The RV parking area has been push further north, this is a response to the OWHL on the unnamed lake and the movement of the Shoreland 1,000’ set back. This maintains the RV parking outside of the Shoreland Management District, {item F on attached site plan) The well for providing potable water for the project has been moved to the south to accommodate the relocation of the Waste Water Treatment Facility. Well: Waste Water Treatment Facility: The location and type of the waste water treatment has been changed. The type of waste water ponds has change to being aerated ponds for both the primary and secondary ponds. A small support building has been added to house the mechanical aeration equipment. This change has allowed the ponds to be located outside of the 200’ setback for the Unnamed Lake. The rapid infiltration basin has been replaced with a crop irrigation system and an increase in the acreage of agriculture site coverage. These are located on the west side of County road 41 {item G on attached site plan) \\cga\Data\Project\15\0573\Admin\04-Agencies\Conditional Use Permit Application\CUP-Response\Star Lake - CUP - Modifications.docx Page 2 of 3 CUNINGHAM GROUP Impervious Surface: A number of the above have items affected the Impervious Surface calculations as noted. Following is the revised calculation, for the Fee Land located within the Shoreland Management District and east of County Road 41. 2,707,263Lot Area SF Building Impervious Percentage Impervious Surface Ratio TotalProposed Lot AreaTotal Building Exist SFSF SF 0%0.002^70^^2630 0Old (Au^ 16) 0%0 2,823,404 0.000New (Apr 17) Building Impervious Percentage Impervious Surface Ratio Proposed Total Lot AreaExistTotal Building SFSFSF 20%547,132 2,707,263 0.20547,1320Old (Aug, 16) 17.7%498,918 2,823,404 0.177498,918New (Apr 17) END OF MEMO ENL/enl \\cga\Data\Project\15\0573\Admin\04-Agencies\Conditional Use Permit Application\CUP-Response\Star Lake - CUP - Modifications.docx Page 3 of 3 WOPf TMFOMIAnOH Pr«p«ft|r M*«t:PioeatiOmat ■Mngtwea WKtEwViNMr 3r]aCa««)R(M4 PO Bai 4II. VMi Eam Unauo SU91 I .Ocni W4MU15.STAR Uto LaelAmMr.KJJUMD LtkeNsiK &■ Lik< l«a CM Gtfwa DMontM L*e LAamnbtf S6-04AF-Q0 UAtNama Um^naQUlia L#aC3a4a NaixalDMreananL*« 41 laaranp Slat Lata (KmoMMaeDiMioffioi CUNINGHAM litlO 1(M«« IS p«d uantan MTOiuinoas. usmsasooo »»i»iii tSlMwaa 375AC«a«iR9«4i.CI« MtUja ThaiaantfStcMnli iMiir* l]Ji4cim. Rxpaai Wcaanapi OvicnnMLa't lOatM It. Saction 10 Tawittv IS Noth. Rcigaai Wad OI« riO Cof().i«4 C P0 Lapd DesaMti LAKEWFCRmTKW Lita Kama Sl» Ljte latalUnMr SUBMD lata CM CcmnI IMkarntn L»a OHWl' nS.SFT(Dai0 KCVD:9FT| la^KWL vuun LateNaaa UnmaaLMa Late MM iMt>7-ODLate CM NaMEmaaaerltAaOHwv i.uzrniiaucidmi PaRCFLBifoRmTiOM 1,000' --------SHORELAND DISTRICT (MMiten ec*ao) esm ORar 7aa Cwrr fnftfi Tu RacoDal P¥Ol KiaiM:too: IQ.M KODIUItmO lagdawi«(mStd-IJTac.lSI>aiga44ma l.;(}C0ti SECIS S OS DEC E tu.97. S iUt^T*. TMENCE ON OJME SLT 2391' 10 PT BC. CCMT SLY ON CURVE Mi4'. S S9 OEC E »tl5a. 14 974.17. N U DEC W 649.8T TO BC NWCOR WASTE WATER TREATMENT SCONDARY AERATED HOLDING POND PvcallllfiMr: M0001M10900D towlll.U lataPratlagt: i.XOFeaiSaLdiej la^OtaodBatt Sto-li Iw-IU fttt<t»04l NWV4NE NE1MMWIU SEI*MW1/4£J(TltSSLiUt]EXIRSPmcri Mr 19.12 W4 WICSW1MNE1M r 9(0001 WOEOee lafflDMniAai: Sen-U Ta»-1S R»>g*04t PT U 1111 C04 MW COR SEC 19 S U’E t9Lt7. S 2210 « TO PT BC S 947 E «1.B-,N 171 £, 270.91', N tnc j49iJ, S 77E I2L91'.S THE lOlW.N 117E INTO.S9S7E PTSEU4MWIM-—1,000' SHORELAND DISTRICT PwoMiiaiM: saDoisoiotgoi tovKJS Lagd Mnpowc Sea-I9T^1U tangpC4’ NWva NWIU Et IRS WASTE WATER SUPPORT BUILDING-------D WASTE WATER TREATMENT PRIMARY AERATED PONDS 1,000' SHORELAND DISTRICT DESIGNATED WETLAND EXISTING TREES TO REMAINHIGH WATERLINE (OHWL 1332.2) PROPERTY LINE HIGH WATER LINE (OHWL 1,329.5}EAW NOT FOR CONSTRUCTIONUNNAMED LAKES&0487-0Q staruke, -V-. ’ ApriU,20l7 380TH STREET SHOOTING STAR DEVELOPMENT -STAR LAKE’600015010900^- HIGH WATER UNE (OHWL) PROPERTY LINE Project Infromation Vic^ Plan Over ^ Site Plan 9fcWm-CM»MUtaPiieOM<.» i! IJ STAR LAKE •A 56-0385-00 ZP-100 • i RECEIVED MAY 31 2017 LAND & RESOURCE PROPERY INFORMATION White Earth Nation 37526 County Road 41, Dent, MN 56528 Property Owners: Property Address; Property Owners Mailing Address:STAR LAKE PO Box 418, White Earth Minnesota 56591 Lake Name; Star Lake Lake Name; Unnamed Lake Lake Number: 56-0385-00 Lake Number: 56-0487-00 Lake Class; General Development Lake Lake Class: Natural Enviroment Lake CUNINGHAM GROUP Section:15&10 Township: 135 Range: 41 Township: Star Lake Township PROPERTYo Parcel Numbers: 56000150109003, 560001509000, 56000150106000 and 56000150108001 E-911 Address:LINE 37526 County Road 41, Dent, MN 56528 Legal Desicription: That part of Section 15, Township 135 North, Range 41 West and that part of Government Lot's 10 and 11, Section 10 Township 135 North, Range 41 West Otter Tail County, MN Cuningham Group Architecture, Inc. St. Anthony Main 201 Main St. SE Suite 325 Minneapolis, MN 55414 UKE INFORMATION PARCEL INFORMATION Tel: 6123793400 Fax; 612 379 44001,000'(Information collected from Otter Tail County Property Tax Records) Lake Name; Star Lake Lake Number: 56-0385-00 Lake Class; General Development Lake OHWL: 1329.5 FT (Datum: NGVD 29 FT) Highest KWL: 1,331.2 FT SHORELAND DISTRICT www.cuningham.comParcel Number: 56000150109003 Acres; 10.06 Legal Discription: Sect-15 Twp-135 Range-041 PT GL1,2 & 3 COM NW COR SEC 15, S 89 DEG E 868.90', S 2381.57', THENCE ON CURVE SLY 229.91' TO PT BG, CONT SLY ON CURVE 646.24', S 89 DEG E 943.54', N 574.39', N 89 DEG W 649,85' TO BGLake Name; Unnamed Lake Lake Number: 56-0487-00 Lake Class: Natural Enviroment Lake 1,332,2 FT (1988 Datum)WASTE WATER TREATMENT SCONDARY AERATED HOLDING POND Parcel Number: 56000150109000 Acres; 131.33 Lake Frontage: 1,300 Feet (Star Lake) Legal Discription: Sect-15 Twp-135 Range-041 NW1/4 NE1/4, W1/2 SW1/4 NE1/4, NE1/4 NW1/4, SE1/4NW1/4 EX TRS GLS 1,2 & 3 EX TRS OHWL: Parcel Number; 56000150106000 Acres: 15.12 Legal Discription: Sect-15 Twp-135 Range-041 PT GL 1 & 3 & PT SE1/4 NW1/4 COM NW COR SEC 15 S 88? E 858.83', S 2210.48' TO PT BG, S 84? E 701.57', N 17? E, 276.91', N 87? E 345.58', S 2? E 125.51', S 77? E 101.80', N 13? E 136.70', S 85? E 1,000' SHORELAND DISTRICTWASTE WATER SUPPORT BUILDING----- Parcel Number: 56000150108001 Acres; 18.35 Legal Discription: Sect-15 Twp-135 Range-041 NW1/4 NW1/4 EX TRS •\SL' r J ' im .Jltr v.J--' WASTE WATER - TREATMENT PRIMARY AERATED PONDS F,-Consultant 1,000' SHORELAND DISTRICT ^ ■rrt % - •s ■» DESIGNATED WETLAND 1’ ' K«»Si’4 ''4t V • • ! ''' - V '* 'y . Vk*. ‘ X*'.EXISTING TREES TO REMAIN • fHIGH WATER Revisionsrit-’*. .R,'- • t:’*'**«. '-w- EXISTING “9 No# ' ■LINE Date DescriptionTREESitvif.T‘wiletWETLAND ,T 1*i(OHWL 1332.2)•#MeV ■■>•»•V 'PROPERTY LINE .J* .• • > • -y. 1 V •s '.r-sim HIGH WATER LINE (OHWL 1,329.5) EAW NOT FOR CONSTRUCTION UNNAMED LAKE 56-0487-00 STAR LAKE April 4,2017'WETLA o i:.- MN108 380TH STREET 5600010070000 Document Phase:EAW <1^Date;April 4,2017 r PIC/AIC;T Hoskens Drawn By:E Lagerquist Checked By; fTRUSTLAND Comm. No.:15-0573 NATIVE Project TitlePLANTING;-y» I SHOOTING STAR DEVELOPMENT - STAR LAKE fe in56000150108001 n' III III 11 -56000150109000t- • iSTAR LAKE J56-0385-00CATTAILS A'-'WJ•‘5''o PIwn onicra ;hurch in Eden VaUey. ol and graduated from :ert on July 10,1943, in rch in Litchfield. They Iter area for 35 years, d later to Fergus Falls une 22,2008, at Broen KnvironnriPntal Lindquist of Dalton ad- However, before they straining the water storage . _ dressed fmancial concerns, can begin construction this as the city will depend onreview on otnr other issues regarding fall, county board members direct pumping from wells Tjlkp PA^inn the environmental review, want all contingency plans and the city’s water treat-,Ljajvc vaoiiiu include safety, social issues in order and all right of ment plant. related to the proposed way permits and purchase casino location, roadway agreements finished, impacts, visual impact. The city council ap­ proved this decision and County Commissioner, the water restrictions on A recommendation from holding ponds and effects Wayne Johnson, of Pelican July 25. Restrictions for a consultant was accepted oii wild rice in that area of Rapids, explains that while homeowners include not by the county board of Star Lake. they want construction to watering lawns or gardens, commissioners on July 11 The hearing on Aug. begin as soon as possible, individuals not washing to continue its environmen- 22 will take place in the they also want to make sure their cars, or people filling tal review of the proposed County Board Room at ever3d:hing is done right, their liools or hot tubs be- Star Lake casino complex the County Government County board members tween midnight and 6 p.m. Hiesday, Aug. 22. Services Center in Fergus voted to approve two mo- Thesday through Sunday On July 11 the board Falls at 1 p.m.. tions related to the lake and will be completely re­ addressed issues involved The proposed casino outlet project. The first stricted on Mondays, with the recently complet- would be built on tribal motion was in regards to Property owners will ed Environmental Assess- a part of a sover- a Lake Improvement Dis- allowed to use outdoor ment Worksheet (EAW) as eign nation, near the in- trict agreement, while the water during these times: it relates to the proposed Highway 41 second motion included EVEN NUMBERED casino on Star Lake’s south- and 380th Street, on Star Qutlet decisions coordi- ADDRESSES throughout west side. southwest side, nated by the county public the city, outdoor water use The board is now con- The parking lot would be ^rorks department headed allowed Thesday, located on fee land which jjy wgst. Thursday and Saturday in is under the State of Minne- Outlet construction is evenings, from 6 p.m. sota and Otter Tail County predicted to be completed to midnight, jurisdiction. bv December 2017 if there Eor ODD NUMBEREDOtter Tail County Plan- Se no Stem7^^ ^ ^ ADDRESSES outdoor ning Commission members m na«t nnhiic water use will be allowedwill later address a condi- meetiS enSnee^ing Wednesday, Friday studieslndenvironment! and Sunday, from 6 p.m. narktep te? ^ reviews have taken place. ^ Midnight ^ F^r mnJe infnrmatinn As a part of the multi-mil- , Restrictions do not apply For more information, ,. . nrniert there businesses that growgo,oth.oner™corny £ e?c £ Oi"",'* ““ "T’ tioo aod saod ffltation Sfexemot 1 system completed. This isOutlet plans to ensure that no invasive emersLcv wlter shmt Houston Engineering, a mOVe fOrward 111 outdoor witer TwmCities-basedbusmess, ^ vi pipmg system. Rep. Bud „se will he banned An said that in order to fully Outlet plans for Little Nornes of Fergus Falls took nf thi<! <jitnaHnnaddress all questions relat- McDonald, Kerbs, Paul the lead in efforts to ensure hann^ina would he if ed to the EAW an extension and Devils Lakes west of the $10 million funding their was a power outage ■ will be needed. Perham moves forward from the Minnesota State pumpingLarry Krampa, Houston with support of the county Legislature. capacity f ^ b Engineering Representa- board of commissioners on Violations will result in tive, said the White Earth July 25. PcliCflll RUDldS ® written warning notice Nation, which proposed the County board members *''**''“ to suspend water use out-new casino, still has infor- approved advertising for WatCF tOW0F doors If there are further mation needed for the en- bids, with awarding of the rPTIftVPtinTI violations, the violators vironmental review. , bid likely in Sept. 2017. iciiuvaiiuii would be given a citation County Board Chairman The state funding for The Pelican Rapids city and penalties. Doug Huebsch of Perham the project comes to $10 water tower will be under This project could last ? addressed “general com- million. The plan is for renovation for clean- up to 10 weeks, however patibility” involved with excess water to be pumped ing and repainting soon, the water tower contrac- the proposed casino, eastward to the Otter Tail which will require prop- tor from Classic Protec-' while commissioner John River, north of Perham. By Daily Journal Lutheran Church and veCity. Stf was active d senitd#s secretary 3lla akgi^ght Sunday 1 aS a timekeeper at ifieldlSl^ing in 1978 mded i^e Lutheran (Marjorie) rbaraj’^Sekert of Li- t of SigwFalls, South rteeipmt-grandchil- ith, aEJj^e Quello of ;soq^\rMna; sisters- Id and Donna &^eck- aw, Gerald RujcHluft ■en. isban?^sidering the need for fur­ ther environmental review through an Environmental Impact Statement (EIS). The county board will make a decision by Aug. 22 wheth­ er or not they will proceed with an EIS. County Attor­ ney, Davie Hauser says that at this point, they need a little more time to make an informed decision and consider comments and questions from citizens and other parties. ary In. nda [ust r >■hlity Loffer 'io ice i. Tliesday, AufirafS, troMe City. Officiating it lalAe at Immanuel tome of Fergusn(ilson? ESTATE PLANNING PTCY I FAMILY LAW ESTATE 1 BUSINESS i I3ANI21 planing M ed issues erty owners to limit their tive Coatings, is confident^ outdoor water use. The that the water storage tower will be taken off of would be restored before the city water system for then, approximately 10 weeks. I Right Message s running in the MARY smum NOTICES Theodore Fjestad I •- :< Marketing Consultant 218-739-7021mary.sielingefergusfallsjournal.i Theodore “Ted” Fjestad, 70, of East Grand Forks, passed away on Ihesday, August 1,2017, at his home of natural causes. Arrangements are pending for a memorial service to be held at a later date.TheDa%Jmi55Kl VsEl3 mm