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HomeMy WebLinkAbout38000080054001_Conditional Use Permits_08-28-2020Marsha Bowman Tracer Bowar <tbowar@rjzavoral.com> Wednesday, January 27, 2021 10:07 AM Marsha Bowman Kyle Westergard RE: Otter Tail County Conditional Use Permit Question Responses; Conditional Use Permit #6949 From: Sent: To: Cc: Subject: Marsha, Thank you for the response, this information is greatly appreciated! Take care. Tracor Bowar | RJ Zavoral & Sons, Inc. 1 Project Manager 1706 Bygland Rd SE | PO Box 435 | East Grand Forks, MN 56721-0435 Mobile (701) 640-9654 | Office (218) 773-0586 | Email tbowar@rlzavoral.com Mkedin ES ZAVORAL& SONS. INC. "Moving the Earth Since 1951" From: Marsha Bowman <MBowman(5)co.ottertail.mn.us> Sent: Wednesday, January 27, 2021 9:58 AM To: Tracer Bowar <tbowar@rjzavoral.com> Cc: Kyle Westergard <KWesterg@co.ottertail.mn.us> Subject: RE: Otter Tail County Conditional Use Permit Question Responses; Conditional Use Permit #6949 Hi Tracy, I would like to respond to your question regarding Conditional Use Permit #6949, issued on parcel number 38- 000-08-0054-001. In your email you indicate that the scope of the work will not differ from what was outlined in your application/hearing last year. This being the case, as long as you are following the Permit as issued. Otter Tail County will not require any additional permits. If you have any questions, please contact me. Thanks, and have a nice day! Marsha Marsha Bowman Office Administrator Land & Resource Management CSC, 540 W Fir Fergus Falls, MN 56537 1 218-998-8099 OTTER TAILCOtJHTr From: Tracer Bowar <tbowar(5)rizavoral.com> Sent: Thursday, January 21, 2021 3:08 PM To: Marsha Bowman <MBowman(5)co.ottertail.mn.us> Subject: RE: Otter Tail County Conditional Use Permit Question Responses Hi Marsha, I am writing in regards to the Otter Tail County Conditional Use Permit #6949 held by RJ Zavoral & Sons, Inc. for work in the Ervin & C Rocholl Family Trust Property, parcel number 38-000-08-0054-001. This permit extends through August 3T', 2025, but I am checking to ensure that no further permits will be necessary for work that may occur on the property in the 2021 calendar year? Please note that the scope of said work will not differ from that outlined in our application/hearing process last year. I look forward to your response. Thank you! Tracer Bowar | RJ Zavoral & Sons, Inc. I Project Manager 1706 Bygland Rd SE | PO Box 435 | East Grand Forks, MN 56721-0435 Mobile (701) 640-9654 | Office (218) 773-0586 | Email tbowar@rlzavoral.com liistaaiam □D ZAVORAL "Moving the Earth Since 1951" From: Marsha Bowman <MBowman(5)co.ottertail.mn.us> Sent: Tuesday, July 28, 2020 9:20 AM To: Tracer Bowar <tbowar(Srizavoral.com>; Kyle Westergard <KWesterg@co.ottertail.mn.us> Cc: Dave Zavoral <dave(5)rizavoral.com>: Zach Bopp <zbopp(5)rizavoral.com>; Amy Busko <ABusko(5)co.ottertail.mn.us> Subject: RE: Otter Tail County Conditional Use Permit Question Responses Thank you for the information. I will place this in our file and forward it to the Planning Commission for their consideration. Have a nice day, Marsha Marsha Bowman Office Administrator Land & Resource Management CSC, 540 W Fir Fergus Falls, MN 56537 218-998-8099 OTTER TAIL OCUNTT M»M|»0*A 2 From: Tracer Bowar <tbowar^rizavoral.com> Sent: Monday, July 27, 2020 5:53 PM To: Marsha Bowman <MBowman@co.ottertail.mn.us>: Kyle Westergard <KWesterg^co.ottertail.mn.us> Cc: Dave Zavoral <dave(Srizavoral.com>: Zach Bopp <zbopp(S)rizavoral.com> Subject: Otter Tail County Conditional Use Permit Question Responses To whom it may concern: Attached please find discussion on the items prompted by the OTC Planning Commission, regarding the Conditional Use Permit for the Rocholl Family Trust Pit, provided to Dave Zavoral last week. Please feel free to contact me with any questions. Thank you. Trac©r Bowar | RJ Zavoral & Sons, Inc. I Project Manager 1706 Bygland Rd SE | PO Box 435 | East Grand Forks, MN 56721-0435 Mobile (701) 640-9654 | Office (218) 773-0586 | Email tbowar@rizavoral.com I witter I Facet.u;?,1 , iKedin m ZAVORALH. SONS. INC, "Moving the Earth Since 1951" 3 SCANNED 1243700 CAROL SCHMALTZ OTTER TAIL COUHTY RECORDER/REGISTRAR OF TITLES FERGUS FALLS, MH RECORDED ON 09/02/2020 12:05 PM FEE: 46.00 CC« Tf \-o «• PAGES 8■7~J WELL CERTIFICATE REC'D; Ho:» Cover Page Carol Schmaltz Otter Tail County Recorder Government Services Center 565 WFirAve Fergus Falls, MN 56537 218-998-8140 gZAVORAL & SONS, INC.Date Stamp earth moving. received JUL 2 3 202D . t\ii & RESOURCE DAVE ZAVORAL Vice President 1706 Bygland Rd SE PO Box 435 East Grand Forks, MN 56721-0435 L&R Initial Office: (218) 773-0586 Fax:(218)773-6423 Mobile: (701)739-6737 Email: dave@rjzavoral.comTHE ABOVE SPACE IS RESERVED FOR THE COUNTT RECORDER. APPLICATION FOR CONDITIONAL USE PERMIT/INTERIM USE PERMIT rjzavoral.comCOUNTY OF OTTER TAIL Government Services Center, 540 W Fir Ave, Fergus Falls IVIN 56537 218-998-8095 WWW CO otter-tail.mn us pmRTiiii ODOApplication Fee ReceiptAccepted by [ CL- j--*-*7" 2-0Date Property Owner Name Ervin & C Rocholl Family Trust Address 32234 County Highway 35 City Underwood State MN Zip 56589-9227 Daytime Phone (218) 495-3225 Email Parcel Information Lake Class re56047400 (66-474) Lake NameLake No UNNAMED LAKE Parcel Number(s)38000080054001 Parcel Number(s) SectionTownship Name fTV/ <4 108Mairte Legal Description 42.97 AC PTGL1 & PT SW1/4 SE1/4 BG S 1/4 COR SEC 8, E 975.18’, N 561.23’, N 88 DEG E 229.78', N 69 DEG E 287.12’, N 28 DEG E 130.27’, N 55 DEG E 129.33’, N 50 DEG E 220.93’, N 66 DEG E 233.07’, N 29 DEG E 250.46’, 7 f</UlV?Dz/ ^ MaJPhysical Address CONDITIONAL USE PROJECT (Please Check) Topographical |^|0 □Commercial PUD □Commercial □Industrial UseExtractive UseAlterationUse □ □ Commercial WECS Residential PUD□Forest Land Conversion □Miscellaneous INTERIM USE PROJEa (Please Check) □□Existing Dwelling RepurposingExisting Dwelling Removal Version Dale: 04/07/2020 1 SPECIFY YOUR REQUEST. PLEASE BE BRIEF AS THIS WILL BE USED FOR PUBLIC NOTIFICATION. Mining of aggregate for use in local roadway construction projects including aggregate base and asphalt paving materials. I UNDERSTAND THAT APPROVAL OF THIS REQUEST APPLIES ONLY TO THE USE OF THE UNO. I UNDERSTAND THAT OTHER PERMITS MAY BE REQUIRED. IT IS MY RESPONSIBILITY TO CONTACT UND & RESOURCE MANAGEMENT REGARDING THIS MATTER. I UNDERSTAND THAT IN ACCORDANCE WITH MINNESOTA STATUTE 15.99, SUBDIVISION 2, OTTER TAIL COUNTY HAS UP TO SIXTY (60) DAYS TO REVIEW AND APPROVE OR DENY THE PERMIT APPLICATION. DURING THE COVID-19 PUBLIC HEALTH EMERGENCY DECURATION, OR UNTIL DECEMBER 31, 2020, WHICHEVER COMES FIRST, IN ACCORDANCE WITH MINNESOTA STATUTE 15.99, SUBDIVISION 3 (F), OTTER TAIL COUNTY HAS EXTENDED THE REVIEW TIME BY AN ADDITIONAL SIXTY (60) DAYS, AND HAS UP TO ONE- HUNDRED AND TWENTY (120) DAYS TO REVIEW AND APPROVE OR DENY THE PERMIT APPLICATION. XI.. _ ^______SICNATuVe of Oy/NER/AGENT FOR OWNER o'7/SA/^^n DATE APPLICANT MUST BE PRESENT AT THE HEARING (Applicant will Receive Notification of the Date/Time of Hearingl Date of Planning Commission Hearing /KufUS^ It, 'UZO Time Pianning Commission Recommendation; Motion: A motion by Boyer, second by Fischer to approve provided: 1. All MPCA (^rmits and requirements are met. 2. The traffic from this project uses County Highway 22. 3.^ The project is closed, and area restored by August 2025. ic( Chairnfan/Otter Tail County Planrfmg Commission County Board Action Approved as Recommended Denied as Recommended Other____ .XX____ >> ^____ Chairman/otter Tail County Board oX°rnmissioners 'iof Pinal Action CONDITIONAL USE PERMIT « L&R Officialyoate INTERIM USE PERMIT# L&R Official/Date iZPermlt(s) required from Land & Resource Management Yes No Note; If Yes, contact Land & Resource Management 7^Copy of Application mailed to Applicant, County Assessor and MN DNR L&R Official/Date 2 10388S1 PFFfCE OF COUNTY RECORDER OTTER TAIL MINNESOTA I hereby certify that this instrument# 1Q.18S81 was fiied/recbrded Injhis office for record on the /o day of2Q0B at/^oQany^ jy{L B^caif, County ReCordar^ No delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed ( /) not required. Certificate of Real Estate Value No-------------------------- /(Year) Wayne Stein, County Auditor Wend ^S3>dy ^cordrn^fe^' .well certifU^V Deputy WARRANTY DEED Individual to Trustee STATE DEED TAX DUE HEREON: $1.65 COUNTY OF OTTER TAU STATE OF MINNESOTA date,^..^T5^^ ] Dated: December 13, 2007 FOR VALUABLE CONSIDERATION, ERVIN l-L ROCHOLL and CAMILLA M. ROCHOLL, husband and wife. Grantors, hereby convey and warrant to ERVIN H. ROCHOLL AND CAMILLA M. ROCHOLL, TRUSTEES OR THEIR SUCCESSORS IN TRUST, UNDER THE ROCHOLL FAMILY REVOCABLE LIVING TRUST DATED THE I3TH DAY OF DECEMBER, 2007, AND ANY AMENDMENTS THERETO, Grantee, real property in Otter 'fail County, Minnesota, described as Idllows: SEE EXHIBIT A. Together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Easements, restrictions, reservations and covenants of record. Ervin H. Rocholl 7T), Camilla M. Rocholl C STATE OF MINNESOTA ) ) ss. COUNTY OF OTTER TAIL ) The foregoing instrument was acknowledged before me this 13th day of December, 2007, by ERVIN H. ROCHOLL and CAMILLA M. ROCHOLL, husband and wife, Grantors.; SUSAN M. BRIESE notary PUBUC-MINNESOTA My Commission Expires Jan. 31,2010 Nowry Public THE TOTAL CONSIDERATION FOR THIS TRANSFER IS $500.00 OR LESS. Tax statements for the real property described in this instrument should be sent to; Ervin H. & Camilla M. Rocholl, TR Underwood, MN 56537 This instrument was drafted by: PEMBERTON, SORLIE, RUFER & KERSHNER, P.L.L.P. 110 North Mill Street, P. O. Box 866 Fergus Falls, MN 56538-0866 Telephone: 218-736-5493 PSR&K Substitute Form 1099-S Not Needed NJH;cf 2007-2803 Deed 6A -2- EXHIBIT A The South Half of the Northeast Quarter (S'/2NE'/4) in Section Seven (7), Township One Hundred Thirty-four (134), Range Forty-one (41); EXCEPTING THEREFROM the South 554.00 feet of the West 400.00 feet of the said South Half of the Northeast Quarter (S'/zNEl^); AND The North Half of the Southwest Quarter (N'/zSW'A) and the Southeast Quarter of the Southwest Quarter (SEViSW'A) and the North Half of the Southeast Quarter (N'/zSE'A) in Section Eight (8), Township One Hundred Thirty-four (134), Range Forty-one (41); AND That part of Government Lot One (1) and that part of the Southwest Quarter of the Southeast Quarter (SW'/4SE'/4) in Section Eight (8), Township One Hundred Thirty-four (134) North, Range Forty-one (41) West of the Fifth Principal Meridian in Otter Tail County, Minnesota, described as follows: Beginning at a found iron monument which designates the South quarter comer of said Section Eight (8); thence South 89°30'02" East 975.18 feet on an assumed bearing along the South line of said Section Eight; thence North 0022'25" West 50.16 feet to an iron monument; thence North 88°22'24" East 229.78 feet to an iron monument; thence North 28°40'45" East 130.27 feet to an iron monument ; thence North 55°22'51" East 129.33 feet to an iron monument; thence North 50°2r31" East 220.93 feet to an iron monument; thence North 66°5ri8" East 233.07 feet to an iron monument; thence North 29°23'06" East 250.46 feet to an iron monument on the North line of said Government Lot One (1); thence North 89°28'30" West 2151.99 feet along the North line of said Government Lot One (1) and along the North line of said Southwest Quarter of the Southeast Quarter (SW14SE%) to an iron monument at the Northwest comer of said Southwest Quarter of the Southeast Quarter (SW1/4SE1/4); thence South 00°15'50" East 1319.56 feet along the West line of said Southwest Quarter of the Southeast Quarter (SW'ASE’A) to the point of beginning. The above described tract contains 42.97 acres. Subject to an easement for public road purposes (Berkcy Road) over, under and across that part of the above described as follows: Commencing at a found iron monument which designates said South quarter comer; thence North 00°15'50" West 50.00 feet along the West line of said Southwest Quarter of the Southeast Quarter (SW'ASE'A) to the northerly right of way line of County State Aid Highway No. 22, said point is the point of beginning of the easements to be described; thence South 89°30'02" East 32.66 feet along the northerly right of way line of said County State Aid Highway No. 22; thence North 00°06'18" East 1,269.45 feet to the North line of said Southwest ;■ -3- Quarter of the Southeast Quarter (SWl^SEVi); thence North 89 °28'30" West 40.83 feet along the North line of said Southwest Quarter of the Southeast Quarter to an iron monument at the Northwest corner of said Southwest Quarter of the Southeast Quarter (SW'/iSElA);; thence South 00°15'50" East 1,269.56 feet along the West line of said Southwest Quarter of the Southeast Quarter (SW‘/^SE%) to the point of beginning of said public road easement (Berkey Road); and Further subject to an easement for County State Aid Highway No. 22, right-of-way purposes over, under and across that part of the above-tract, described as follows: Beginning at a found iron monument which designates said South quarter corner; thence South 89°30'02" East 975.18 feet along the South line of said Section Eight (8); thence North 00°22'25" West 50.01 feet; thence North 89°30'02" West 975.08 feet to the West line of said Southwest Quarter of the Southeast Quarter (SW'/iSEl^); thence South 00°15'50" East 50.00 feet along the West line of said Southwest Quarter of the Southeast Quarter (SW/^SE'/i); to the point of beginning of said County State Aid Highway No. 22 right-of-way easement. AND The South Half of the Northwest Quarter (S'ANW'A); the Southwest Quarter (SW'A); and the Southwest Quarter of the Southeast Quarter (SW'ASE'/i) in Section Nine (9), Township One Hundred Thirty-four (134), Range Forty-one (41); AND The Southeast Quarter of the Northeast Quarter (SE'ANE'A) and the Northeast Quarter of the Southeast Quarter (NE'/^SE'A) of Section Ten (10), Township One Hundred Thirty-four (134), Range Forty-one (41); AND The Northwest Quarter of the Southwest Quarter (NW‘/4SW14) and Lot Five (5), EXCEPT PLAT, in Section Eleven (11), Township One Hundred Thirty-four (134), Range Forty-one (41); AND The Northwest Quarter of the Northeast Quarter (NW14NE14) of Section Sixteen (16), Township One Hundred Thirty-four (134), Range Forty-one (41); AND All interest in and to the following-described tract, to-wit: The West Half of the Northeast Quarter (W'/zNE'^) of Section Eight (8), Township One Hundred Thirty-four (134), Range Forty-two (42); and -4- 1. , The East Half of the Northeast Quarter (E'/2NE%) of Section Eight (8), Township One Hundred Thirty-four (134), Range Forty-two (42); EXCEPT THE FOLLOWING-DESCRIBED TRACT TO-WIT: Beginning at the Southeast comer of the Northeast Quarter (NE'/i) of Section Eight (8), Township One Hundred Thirty-four (134), Range Forty-two (42); thence due West along the southerly line of the Northeast Quarter (NEVi) a distance of 495.00 feet; thence at right angles due North a distance of 1,815.00 feet; thence at right angles due East a distance of 495.00 feet; more or less to the easterly section line of Section Eight (8); thence due South along the easterly section line of Section Eight (8), a distance of 1,815.00 feet, more or less to the point of beginning, including easement for ingress and egress. 5 -5- '^r OTTER TAIL COUNTY Conditional Use Permit # _____ Owner’s Name Property Address t^fA Cf4<?f €0 2»2> ) Location: Lakel^^ti Sec. ^ Two. |Vf RanaeW*! Twp. Name Ji^<x»-oy-otf5^-ooi Work Authorized: Mimrv4 o( us<. laoU iiy ^iT J^CJi ■* rttmrtM«w<$ ftiijsl- U k<.t- g Til*, T****- ^ Tte 'S YtmtQ b>f a?0ZS.zz.- °l/' / Land and Resourte ManagememiPfficial / Date 8-1ZO?-fc> Valid:Expires: 1. Entire area shall be stabilized within 10 days of the completion of any earthmoving unless othenvise stated. 2. Owner Is legally responsible for all surface water drainage that may occur. 3. If the terms of this permit are violated the entire permit may be revoked and the owner may be subject to legal prosecution. 4. This card shall be placed in a conspicuous place not more than 4 feet above grade on the premises on which work is to be done, Marsha Bowman Marsha Bowman Tuesday, September 1, 2020 10:59 AM Dave Zavoral Chris LeClair; Kyle Westergard Conditional Use Permit / Ervin & C Rocholl Family Trust Property; 38-000-08-0054-001, Unnamed Lake (56-474) SPRTLR0220090110380.pdf; SPRTLR0220090110381 .pdf <Lvy-p CcKrJ From: Sent: To: Cc: Subject: Attachments: Good Morning, Conditional Use Permit #6949 has been processed and I have attached a copy for your files. If you have any questions, please contact our Office. Marsha Marsha Bowman Office Administrator Land & Resource Management CSC, 540 W Fir Fergus Falls, MN 56537 218-998-8099 } OTTER TAIL OOUMTY WWUOU 1 Board of Commissioners' Meeting Minutes August 18, 2020 Planning Commission Recommendation Tom's Lake Farm LLC /Douglas Nvstrom, Manager: Motion by Johnson, second by Lindquist and unanimously carried to approve an interim use permit application requesting two dwellings on one parcel until new dwelling is complete, at which time the old dwelling will be removed. The old dwelling is to be removed no later than one year from issuance of the interim use permit. The proposal is located at 14281 County Hwy 57, Section 11 of Leaf Mountain Township; Toms Lake (56-151), NE. "Madson" / Larrv Madson: Motion by Johnson, second by Lindquist and unanimously carried to table the approval of a Preliminary Plat titled "Madson", until the survey has been updated. The Plat was approved by Planning Commission and Mr. Madson requested to modify the plat to eliminate the concerns regarding an easement. Ervin & C Rocholl Family Trust: Motion by Murphy, second by Lindquist and unanimously carried to approve a conditional use permit application for the mining of aggregate for use in local roadway construction projects including aggregate base and asphalt paving materials. This is an After-The-Fact Request. The proposal is located north of 29608 County Hwy 22, Section 8 of Maine Township; Unnamed Lake (56-474), NE. ,/£^Approval of Final Plat Motion by Johnson, second by Huebsch and unanimously carried to approve the final Plat known as "Silent Ridge Estates" consisting of 8 single family residential riparian lots, located in Section 33 of Dora Township on East Silent Lake (56-517), RD. %. '*y': , Public Hearings County Attorney Michelle Eldien informed the Board that several other counties have been conducting public hearings virtually and has been going well. It is a consensus of the Board that public hearings are needed to conduct county business and agreed to begin scheduling public hearings. Commissioners expressed the importance of informing the public on how to participate and provide instruction on how to comment to ensure everyone is heard. > RESOLUTION SUPPORTING BORDER-TO-BORDER BROADBAND DEVELOPMENT GRANT PROGRAM APPLICATIONS Otter Tail County Resolution No. 2020 - 57 WHEREAS, the Otter Tail County Board of Commissioners is aware of the Minnesota Department of Employment and Economic Development Border-to-Border Broadband Development Grant Program for the expansion of broadband service to areas of Minnesota that are unserved or underserved; and WHEREAS, the Otter Tail County Board of Commissioners agrees that broadband is an essential part of community infrastructure; and WHEREAS, the Otter Tail County Board of Commissioners believes broadband is an expectation of residents and business and is directly connected to opportunities for enhancing the economic prosperity in the County; and WHEREAS, Otter Tail County has many seasonal and part-time residents who would permanently reside in Otter Tail County if they had access to high speed internet capable of facilitating telework; and Page 2 of 6 y-l^z.c?zo c<L. All correspondence has been forwarded to the Planning Commission for their review. Motion: A motion by Wass, second by Frazier to Approve as presented. Voting By Roll Call: All Members in favor. Jack Rosenthal recused himself from the Meeting. “Madson” / Larry Madson - Approved As Presented: A Preliminary Plat of “Madson”, consisting of 2 Single Family Residential Non Shoreland Lots, 1 Block. The proposal is located at 36207 County Hwy 60, Section 21 of Hobart Township: Non-Shoreland Area. Larry Madson represented the Application. All correspondence has been forwarded to the Planning Commission for their review. Anita Schultz had questions on proposed structures and the proposed / existing lots. Motion: A motion by Stone, second by Gabe to approve as presented, allowing a shared approach and the having the driveways split as they leave the right-of-way. Voting By Roll Call: All Members in favor except Fischer and Boyer (too many unanswered questions regarding the easement shown across Lot 1 & Parcel A having access to a public road). Jack Rosenthal returned to the Meeting. Ervin & C Rocholl Family Trust-Approved With Conditions: A Conditional Use Permit Application (as stated by the Applicant on the Application): Mining of aggregate for use in local roadway construction projects including aggregate base and asphalt paving materials. This is an After-The-Fact Request. The proposal is located north of 29608 County Hwy 22, Section 8 of Maine Township: Unnamed Lake (56-474), NE. Joe Zavoral represented the Application. All correspondence has been forwarded to the Planning Commission for their review. Gabe Baez had questions on the road that will be used for this project. Motion: A motion by Boyer, second by Fischer to approve provided: 1. All MPCA permits and requirements are met. 2. The traffic from this project uses County Highway 22. 3. The project is closed, and area restored by August 2025. Voting By Roll Call: All Members in favor. Adjourn: At 7:43 P.M., Chairman Wilson set the Meeting. The next Meeting is scheduled for 6:30 P.M. on September 9, 2020. Respectfully submitted Marsha Bowman Recording Secretary Rapidly-changing content, accuracy is NOT guaranteed8/13/2020 OTTER TAILCOUNTY - MINNESOTA Thursday August 13th, 2020 PLEASE NOTE: When land is valued by frontage, the amount of feet shown is based on the widest dimension on the front or the back of the lot. Any questions regarding the information on the Appraisal Information section should be directed to the County Assessor. Parcel Map Gl Parcel Summary BParcel Detailed Results ^Sales Data Parcel Summary Parcel Number: 38000080054001 Town / City:OTTER TAIL COUNTY HRAHRA District: Lake Improvement District: MAiNE TOWNSHIP UNDERWOOD ISD 550School District: Tax Increment District:Watershed District: Site Address / SiteHospital District:Zip: Piat / Legal Description: Section-08 Township-134 Range-041 42.97 AC PT GL 1 & PT SW1/4 SE1/4 BG S 1/4 COR SEC 8, E 975.18', N 561.23', N 88 DEG E 229.78', N 69 DEG E 287.12', N 28 DEG E 130.27', N 55 DEG E 129.33', N 50 DEG E 220.93', N 66 DEG E 233.07', N 29 DEG E 250.46', Primary Taxpayer: ERVIN & C ROCHOLL FAMILY TST Alternate Taxpayer: N/A 32234 COUNTY HIGHWAY 35 UNDERWOOD, MN 56586-9227 Summary Data Parcel Number; Summary of Land Value Land Program Acre ValueHmstd Status Land ValueDescriptionRecord 0129155AGRICULTURALFull Homestead1 129155 0Total Land Value: Summary of Building Value 1/2www.ottertailcounty.us/ez/publicparcel_summary.php?PIN=38000080054001 Building Value Rapidly-changing content, accuracy is NOT guaranteed8/13/2020 Description AGRICULTURAL Hmstd StatusRecord 0Full Homestead1 0Total Building Value: Total of Land Value & Building Value 129155 0Total Parcel Value: Back to Home Paqe^-'Q\New simple search ©Copyright 2001-2020 County of Otter Tail, Minnesota. U.S.A. All Rights Reserved. This web site is maintained by Otter Tail County OTTER TAIL - 2/2www.ottertailcounty.us/ez/publicparcel_summary.php?PIN=38000080054001 OTTER TAIL COUNTY PLANNING COMMISSION NOTICE OF PUBLIC HEARING Ervin & C Rocholl Family Trust 32234 County Hwy 35 Underwood MN 56586 APPLICANT: HEARING DATE/LOCATION: August 12, 2020, at 6:30 P.M. Via Go-To-Meeting - See Below CONDITIONAL USE PERMIT APPLICATION REQUEST (as stated by the Applicant on the Application): Mining of aggregate for use in local roadway construction projects including aggregate base and asphalt paving materials. LAKE NAME/NUMBER/CLASS: Unnamed Lake (56-474), Natural Environment (NE) E-911 ADDRESS: None - Loc. N. of 29608 County Hwy 22, Underwood MN 56586 LEGAL DESCRIPTION: Pt of GL 1 & Pt SW1/4 SE1/4 Bg SI/4 Cor, Section 8 of Maine Township ** 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 Preliminary Plat as per the requirements of the Subdivision Controls Ordinance and the Shoreland Management Ordinance of Otter Tail County. In response to the COVID-19 public health emergency declared by Governor Walz, the public hearing will be held remotely via Go-To- Meeting. Public testimony regarding this application will only be received by email, in writing, or by participating in the remote public hearing. Information regarding access to the Go-To-Meeting public hearing will be provided on the Land & Resource website. Written correspondence or emails regarding this application will be received up until 12:00 p.m./noon the day prior to the public hearing date. Rick Wilson July 29. 2020 Chairman Planning Commission Mailing Date ZAVORALRJ a SONS, INC. Monday, July 27, 2020 Otter Tail County Planning Commission 540 West Fir Ave Fergus Falls, MN 56537 Re; Conditional Use Permit: Rocholl Family Trust Pit Dear Otter Tail County Planning Commission, Below please find summarized the RJ Zavoral & Sons, Incorporated, hereafter the Contractor, proposed action on the Rocholl Family Trust land parcel as described on the submitted Conditional Use Permit, and how it corresponds to Section 1 outlined in the Otter Tail County Shoreland Management Ordinance. 1. Compatibility with the surrounding area; both on land and water. The immediate use of the Rocholl Family Trust property is material production for the Otter Tail County CSAH 35, between CSAH 1 and CSAH 41, construction project (S.P. 056-635-035). Within 1000 feet of this property is the Unnamed Lake (56047400) of Maine Township. The underlying earth contains aggregates favorable for local construction projects. 2. Environmental impact, including soils, topography, vegetation (land and water), fish, and wildlife. The Contractor anticipates minimal environmental impact to the existing land and inhabitants. Topsoil will be preserved from areas where initially stripped, topography only modified as necessary, and returned to fannland upon reaching the termination of the lease agreement with the landowner. Given the proximity to Unnamed Lake (56047400), soil berms and other erosion control best management practices (BMP’s) will be constructed around the perimeter of the mining operation to prohibit sediment from leaving the property; hence, the meandered water body will not be affected by the proposed land use. 3. Any hazards that may be created; both on land and water. Foreseen hazards on the property include equipment and trucks moving regularly on site. As mentioned, there are no foreseen hazards to the Unnamed Lake (56047400). 4. Density and location of development. The property in consideration, with parcel number 38000080054001, is located at the northeast comer of the intersection of Otter Tail CSAH 22 and Berkey Road. This location offers convenience and safety to the Contractor and the general public. The entrance to the pit is on the 1706 Bygland Rd SE, PO Box 435, East Grand Forks MN 56721 Office (218) 773-0586 | Fax (218) 773-6423 | www rizavoral.com EQUAL opportunity EMPLOYER »v east side of Berkey Road, which is gravel-surfaced and will be controlled for dust throughout the project duration. 5. Suitability of the area, in its existing state, for the proposed use. This parcel of land, in the current state, is very suitable for the proposed use. The relatively consistent grade and minimal surrounding or overhead obstructions provides for little site preparation. As previously mentioned, the existing farmland topsoil must be stripped prior to the commencement of aggregate mining operations. 6. \ear shore water depth. The near shore water depth has not been explored due to the fact that no development activity will occur near the Unnamed Lake (56047400). The Ervin & C Rocholl Family Trust parcel in consideration does not lie directly adjacent to the beforementioned body of water. 7. Sensitive Areas may he protected through the use of Natural Environment Standards. The Contractor will comply with National Pollution Discharge Elimination System (NPDES). 8. Adequate parking and traffic control. The parcel of land in consideration will be prepared with ample space for the safe parking of vehicles. In addition, the Contractor proposes to install appropriate signage on CSAH 22 to alert motorists of material-hauling trucks entering the highway. 9. Amount of noise generated. Noise will be generated within the property by equipment and trucks relative to the production and placement of aggregate and hot-mix asphalt. 10. Hours of proposed use. The operational hours of the proposed use are, at most, sunrise to sundown. The days of use per week will not exceed six (6), Monday through Saturday. 11. Lighting When operation is occurring in the early morning or late evening hours, and adequate sunlight is not available, the Contractor will provide mobile light towers to ensure the safety of all individuals. 12. Signage (number, size, lighting, and location). In addition to the trucking warning signage, please see the enclosed typical RJ Zavoral & Sons Pit Signage photo. 13. Time frame and/or phasing. The Contractor proposes to commence mining activity immediately for the production of aggregates. The lease agreement between the Contractor and landowner has a duration of five (5) years, and could experience intennittent use over that time frame. 14. Adequate lot area and water frontage for the proposed use. An appropriate area will be stripped to allow for safe and efficient aggregate mining activity. As previously noted, this property is not adjacent to any water frontage. Q] ZAVORAL 1706 Bygland Rd SE, PO Box 435, East Grand Forks MN 56721 Office (218) 773-0586 | Fax (218) 773-6423 I www.rjzavoral.com H Sun 5, (rv 1. 15, Minimal change in the existing topography necessary to allow for the proposed use. Inherent to aggregate mining is topographic change. However, the Contractor proposes to limit the impact, and disturb only the amount of land necessary. 16. Any other possible adverse effects of the proposed Conditional Use Application and what additional requirements may be necessary to prevent such adverse effects. The Contractor does not anticipate encountering any circumstances not discussed above with the potential to create adverse effects. Please do not hesitate to reach out to me with any questions via the contact information below. Sincerely, TraCGr Bowar | RJ Zavoral & sons, Inc. I Project Manager 1706 Bygland Rd SE | PO Box 435 | East Grand Forks, MN 56721-0435 Mobile (701) 640-9654 | Office (218) 773-0586 | Email tbowarfarizavoral com ESZAVORAL 8. SONS INC "Moving the Earth Since 1951" Enclosure(s); RJ Zavoral & Sons Pit Signage photo ZAVORAL 1706 Bygland Rd SE, PO Box 435, East Grand Forks MN 56721M' s RJ Zavoral & Sons Pit Signage •; i"• ■» '€r"-'. lt0: -rv.V»-«V-.^«9* ■*g«awfA»fafci ' Mm '•:u ■m-a W'l Ajk. CB ZAVORAL ■J« U j£:Si aSrteJI2Jii2 : ;-M MANDATORYrc ■Sl'itcPPE CAUTION REQUIRED BEYOND THIS POINT.,> ...openpit ' ' *"^iV;'.' ^ ■i.EQUIPMENT WORKING BE PREPARED TO STOP. ;•! m SIGN IN 1 feSs-e^: 8tffi5/ivW': i BEFORE ENTERING AREA CALL: (218) 773-0586 or 1 | (218) 230-4934 I 1 OPEQATIONS Re^t to PlanlVperator Hard Hat & Hi-Vi2 Vest Required m m f %«! Marsha Bowman Marsha Bowman Tuesday, July 28, 2020 9:20 AM Tracer Bowar; Kyle Westergard Dave Zavoral; Zach Bopp; Amy Busko RE: Otter Tail County Conditional Use Permit Question Responses OTC Planning Commission - Conditional Use Permit.pdf From: Sent: To: Cc: Subject: Attachments: Thank you for the information. I will place this in our file and forward it to the Planning Commission for their consideration. Have a nice day, Marsha Marsha Bowman Office Administrator Land & Resource Management CSC, 540 W Fir Fergus Falls, MN 56537 218-998-8099 OTTER TAILOOtMTv From: Tracer Bowar <tbowar@rjzavoral.com> Sent: Monday, July 27, 2020 5:53 PM To: Marsha Bowman <MBowman@co.ottertail.mn.us>; Kyle Westergard <KWesterg@co.ottertail.mn.us> Cc: Dave Zavoral <dave@rjzavoral.com>; Zach Bopp <zbopp@rjzavoral.com> Subject: Otter Tail County Conditional Use Permit Question Responses To whom it may concern: Attached please find discussion on the items prompted by the OTC Planning Commission, regarding the Conditional Use Permit for the Rocholl Family Trust Pit, provided to Dave Zavoral last week. Please feel free to contact me with any questions. Thank you. TraCGr Bowar | RJ Zavoral & Sons, Inc. I Project Manager 1706 Bygland Rd SE | PO Box 435 | East Grand Forks, MN 56721-0435 Mobile (701) 640-9654 | Office (218) 773-0586 | Email tbowar@rizavoral.com Ivyitlei , I r:! ! l-inkedin mZAVORALI ■ s. INC. "Moving the Earth Since 1951" 1 MINN PROJ NO STPF S620 (2IS)MINNESOTA DEPARTMENT OF TRANSPORTATION OTTER TAIL COUNTY coyiRNiNC„^PWiri£AriONS >»f Of IHC MMMCSeU OC'ARTuC>n or t«AMSRORf*t>ON *suHo«to s*tcsic*riOfii ro<t co*'Sti»ucr>OM'sM«U ROVtItN INDEXCONSTRUCTION PLAN FOR depth reclaim* wear courses, topsoil OESCRIPTIOHSHCEJ TITLE SHEET ESTIMATED OUANTlIiES A DETAILS TYPICAL SECTIOMS TRAEEIC CONTROL CSAH 1 & CSAH41C S.AH 35 BETWEENLOCATED ON ^GEOGRAPHIC DESCTTIPTlON)2 PLAN SYMBOLS 5-4 SlAfl lINCCOUMTT l*<ron«SM*P M SCCT4M L«C TO 58IS.39' W A 234S57' S. of NC COR. SEC 34 T.ISSN. R4IW ((EGAi. DESCRIPTION)SFROMS.E. COR. SEC. 32 T.134N. R41W. iAbct i,m THIS PUN CONTAINS S SHEETSTW •GMt or «4T i«cMCSfW *o«t or imc coMtapL or acass lmiMOPCttT IMC (CVCCPt UMO l«Cf)vaeanB ^nti Nopurr coaPMun OB an iMn TtUM WCMWAV CTNtCB LM ■CrBHMMC W*U OUAl IMC 39.3S0.00 FEETCROSS LENGTH MILES BRIOGCS-LENGTH MILES DESIGN DESIGNATIONEXCEPTIONS-LENGTH MILES NET LENGTH MILES PRESENT AOT ?p20 « H. 900 S lOSO PROJ. AOT ZfiiiL IPSQ PROJ. hCAOT SOIL FACTOR to*e H«NT or wav UNC B OB CBCCK 0PV BUN B4B.BlVt : : YT: OBaiNACt O^ICH OBAIH me ctAvur OBOP <NUI CU4B0 BAB.BAB9C9 WWt rtNCf •ovtN witr rcfct CHAM iMK rCNCt BA4BOAO SNOW rCHCC sroHC wAu OB rvKC HCOOC CBOSSMO SIOM CB09Sa«e KU wabnmo MCn CBOSSMO OAff yCANOCB COBNCB SMIfMCS sxssxszsoessasss 10QX _______________ TON OESICN total C.C. 20 t3*10 N. 297.000, S. 3SL00QSIGMA N-16 3 R-YALUe •N. 20 S. 25AR 42 WBA4BOAOCUCfB<X N. 2' S 8’SHOULOCR WIDTH rUMCnONAL CLASStfTCATlON MAJOR COLLECTOR MO or TRAFFIC LANES .JL NO. OF PARKING LANCS _Q DESIGN speed S. M UPH DESIGN SPEED H. 40 MPM Z A END S.P. 056-635-035 •vf'STAtlON 393+50/‘TVr>HABBH nwiCB OBCMABO •PVSN HtfiSCBY CAfCN SASM rmt ktobamt uhdcbbass (mchwav unocs) OVCBBAtS (MCKWAY OVtB) ZZZpT^ZZ rr • BASED ON STOPPmC S'GHT OtSTANCE 3 5* HtWHT or EYE. DESIGN SPEED MOT ACNiCVEO AT; NA abO0 2.0' HEIGHT or OBJECT. EXCEPTION £N0 STATION 73+28 STOP CONDITION AT CSAH 1r:SBiOOt tBOM PWe ■ZONVMCHT OB UCiMj WOOOCN NUt 6BavCl m SAW p>r oOB BOO (StONC.SOUTH a STA. OaOO TO 344^00 NORTH a STA. 344400 TO 3934-00 cowcBcre 01 01 - OTTER TAIL ASST. COUNTY ENGINEER0 BOCK OUABBf EXCEPTION BEGIN UATTHCW YAYARpW, P.C. OESICN CMCfMECR: UC OR UNDER MT DIRCCT SUPERVISION AND THAT I AM A DULY UCEHSED PROFESSIOMM CNptNCER OATEj SiOPt EASEWCltr STATION 66+80 HCRUY CCRTirr IMAT THIS PUN WAS PREPARED 9T UTBJrY SYMBOLS under the uws or the state or MinnesotaCOMNPr TILCPMONC CASa M CIMOUir luenw CASU M coMomt TClCPHONC MANNOiC UCCNSE NUMBER: 57950i»T CO APPRQVCP CDCUCTIK MAMMOU sufte tficPNONC CABie euMCo oxcrBic casee ACBtAC ICLfPHONC CASLC SCBCR (SAMIAtr OB S10BM) — r-4* •- enCR lAIL COUNTY ENCmECR CHARLES CRonc, p7e.2./i.y/to UCCHSC NUMBER: 2£LULDATE:, srwes MANNou POWER POU UNL rCUPHOBC OB mtCBAPH POU IMC XNNI TOCPHONE AM) POWCB awes retCPNONC M)iES BEG. S.P. 056-635-035 STATION 0 + 00.00POWCB ■ .'i , date DISTRICT STATE AiO ENCiNtCR: REVIEWED FOR C0M%*MCE wm staff r\n^6la Angela Murphy ONON AHCmOB STEEt TOWER SYBtE* USNt B Tht fubsurfocB uliiiiy inlermuilAn m ihit pien Is wiiltly qufliHy <•«•< D. IM» qiiottly l«vti wot B*l*rmln«d according iht quIdBiiott wl Ci/AS€E 38-02. 'S^3-*dn'4 C..;id*li'*«B ‘o’ ^ha C<»»*sr’Yn end r)«pis<>An of Ci Subaw'foce Uii«i-v Ds«s"o Odte: 2Q2Q0121_____________DATE_________ Pate aid and rCDCRAl AiQ fUNOiHC.B STAlCPHONE CAMEOES FAi (Ttl rCfllAMAL}Pf CAS MAM water mam Sheet No. 1 of 5 SheetsS.P. 056-635-035 WEAWWC COORSe (SWWEA340C>ESTIMATED QUANTITIES MIXTURE POft ftTUMINOUS SURFACE • 230 (2 CT)TOTAL eSTiMATCO OUANTITICS L«ng«iFINAL OUANTITICS Undura Lo^ttyToftSPCCiriCATlONITCUUNIT SWion to Siaiiow NO.Pal ParSla Tan &»00 00-2*20 00 2.200 37 45.222 M2.211 2*20.00-S7*80.00CD 55 600 40 46669 2045 27162104.S03 BENQVt CURB k SUTTER LIN rr 57*60 00-65*60 00 9J0Q 364 47.056 2125 424 MAIL eox SuftpofiftCMQVC ACCOCCATC 21Q4.S07 CU YD ~9rn 73*26 0042*0000 6.720 365 47 056 2.129 410 SUBCR4DC EXCAVATION 62*00 00-126*55 00 46450 CU YD T^ggr 40 46.669 2 045 22762105.507 Addrass 12a*59QO-129*44 00 0690 364 47 0S6 2.125 42 28S09 RT02116.509 ACCAECATE SUBfACIWC CLASS 1 iQ?r 950 129*44 00 343*25.00 213.610 46.66940 2.045 10453 28512 RT343*25-00-344*00.000 0.750 221 1.509 ACCRECATC BASE CLASS 5 TON 34 28584 RT1400414562.406 31 344*00.00.393*50-00 49500 26732 RT2634.222 2 92202215.504 FULL OEPTH RECUMATN3N 5Q YD 168566^ TURN LANE 0*00.00.3*00 QQ 30X 29271 LT1012.222 6.162 37 20024~APPROACHES0TYPE SP 9.5 WEARING COURSE MIX (3.0 1640 M533 LT2360.509 Tg?r 29447 LT200240TYPE SP 12 5 WEARING COURSE MIX f3.C) 2360.509 TOiT Z457(f 29451 LT WgARINO COURSE |9P1NgB340C)29365 LT2531.503 CONCRETE CURB A CUTTER DESIGN 9616 'nnrLIN FT MIXTURE FOR BITUMINOOS SURFACE • 27S IVSq YO (2.5T 30000 LTMiNL BOX SUPPOftt02540.602 TT LangU)30015 RTWkBhMudwraLinFaayTon 30327 UStation loSwicn2563 601 TRAFFIC CONTROL Slationasoc1 fael Par Sw olMaianM Ton M415 LT0*00 00-2*20.00 2,200 37 56.526 1.769 1240COMMON TOPSOIL BORROW TON TTTT 2574 609 30654 LT2*20 00-67 *60-00 55.600 40 61.111 1.636 3396 0 31769 LTRAPID 5TABIU2ATION METHOQ 3 14Sal 57*60.0046*60.002575,523 IT 9.C00 364 56.619 529 1 7X 32629 LT73*26-00-62*X-X 6 720 364 56-619 1 7X $13 LIN FT2560.503 INTERIM PAVEMENT MARKING 9268 33369 RTB2*X00-126*55.X 46.550 40 61-111 1.636 2645 33371 RT04" SOUQ UNC MULTI COmF LIN FT 126*5$.X-129*44X2562.503 15178 04X X.5 56 819 1.7X 52 33577 RT129*44 X-343»2S.X 213.610 40 61.111 1 636 13066fd6" SOUQ LINE MULTI COMP 77404"2582.503 UN FT 33619 RT343*25.0O-344«XX 0.7X 34 51.944 391.925 33784 RT0 4" BROKEN UWE MULTI COMP 7741 344*X.0O-393«5OX2582.503 49.5X 26 LIN FT 42.776 2,336 2116 34363 RTTURN LANE O*X.0O-3*X.X 3.X0 461015.276 6S45o24* SOLID UWE PREF TAPE CR IN fWRT TT2582.503 UN FT APPROACHES 1640 O 2592.516 PAVT MSSC PREF TAPE CR IN fW«T SO FT 49.86 24570 NOTES PERTAINING TO ESTIMATED QUANTITIES REMOVAL or CURB k CUTTER AS INSTRUCTED BY INSPECTOR. REMOVAL OF 2’ OR 4" OF AGCRCCATC MATERIAL AFTER FULL DEPTH RCCUlU HAS TAKEN PUCE. TO BE USED AT THE DISCRETION OF THE ENGINEER FOR AREAS OF DELETERIOUS SUBGRAOE. MAX. DEPTH 2‘. INCLUDES OUAHTiriES FOR ROAD ENTRANCES AND APPROACHES. 12* FULL OEPTH RECLAMATION IHCLUDINC TOWNSHIP AND COUNTY ROAD CONNECTIONS. INCLUDES BITUMINOUS MATERIAL FOR TACK COAT. APPROXIMATELY 22 NEW SUPPORTS TO BE INSTaUED PLACE ON SHCHILDCR. DRIVEWAYS AND BEHIND C8G AS NEEDED. 0 0 <S> 0 0 0 YELLOW Al 10:50 CYCLE WHITE LOCATED AT CSAH 1, 22. 74. 115. STOP AHEAD LOCATED AT CSAH I. O o o CONSTRUCTION NOTES Inspaelor will mork oul IKa povamani morkln9. Inlarim pavamant morkingt will ba plocad ol o 8:100 cyela. Approximotaly 94 sida cannacliont ond antrancas will bt construclad (3 County Roods. II Township Roods. 42 Rasidantiol Drivawoys. 3B os diraclad by lha Cnginaar. Including smoti mill on bock sida of Ihed 3 to ba Saa Fiaid Enfroncas) vtd enlroncat. ond 25-151 in po Ropid Slobilitolion Ua Ropid Slobillzolion Ualhod 3 io ba oppliad ol 8 MGAL/ACRE Tha Parfermonca Crodad Aspholl shall ba S8H-34 (MSCR SPECS) BASIS FOR PLANNED QUANTITIES dad with Saad Mixiura 25-1 Raaidantiof thivawoys. AGGREGATE BASE STANDARD PLATES Tha following stondord datoll plolas opprovad by lha Fadtrol Highway Admfnistrolion, sholl oppty to ibis projacl. pMcrIptlon Concreta Curb k Guitar Oaaign B Chonnalizer Supporl(Swing-awoy Typa) 140 Ibs/Cu FI 2800 Ibs/Cu Yd Ca*np«cl4d Ovnaltji; Craval uaiaritf otsumcd by ««laM BITUMINOUS SURFACE Ptet« Nc- 7100H 60XJ 935040.06 - 0.09 Cel/Sy Yd 110 Ibs/inch/Sy Yd BUuminout MeUrlal f«r Toch Cool Btlurninow* Ukalwr*Moilbea r ac* 1 luo «4ka NCK e • Sheet NO. 2 of 5 SheetsS.P. 056-635-035CERTIFIED a Lie NO. 57950 82+00 0 129+24 0 57-'80.0 128-55.0 344 -00 0 34 4+00.0 - 393 ^50 0 EXISTiNfi 60 0' R/W60 0' R/WEXISTING 14' 60 0' R/W600'R/W ao.o'12' 12' Slope 002 ft/etSLOPE 002 n/FT SLOPE 002 FT/FT / V V L V V V V X' W W V V V V V V V V V -. V V V V V V '.■* V V V V V V V V V V V ■/~7‘ EXISTING 60- WEAR COURSE 8. 60' AGGREGATE BASE CLASS 5EXISTING 6.0* WEAR COURSE I 6’ AGGREGATE BASE CLASS 5 2 + 20.0 82 + 00.0 129 + 24.0 57 + 80.0 128 + 55.0 344--00.0 344 + 000 - 393 + 50.0 PROPOSEDPROPOSED§/w0.060.0'60.0'R/W60.0'R/WR/W 20.0'14.0'APPROX. 220 Ibs/sq yd C2') TYPE SP 9.5 WEAR CSPWEAB40C) APPROX 275 lb5/sq yd C2.5’) TYPE SP 12 5 WEAR (SPWEB340C) APPROX 220 Ibs/sq yd (2’) TYPE SP 9 5 WEAR (SPWEA340C) APPROX 275 Ibs/sq yd C2.5') TYPE SP 12.5 WEAR CSPWEB340D 12' 12' rOPSOlL CDVCRlMG AS DIRCCUO BY CNG!NCE<«ropsaii covEf?iNG AS DIRECTED BY EnGInGESSLOPE OOa FT/FTSLOPE OQg FT/rr SLOPE 0.02 FT/FTSlope 0.02 ft/ftVV‘‘/Vvvvwvvvvvv v"?* LfuLL DEPTH RECLAMATION 120' FULL WIDTH REMOVE 2-OF RECLAIMED AGGREGATE MATERIAL '-FULL DEPTH RECLAMATION 12.0' EULL WIDTH REMOVE 2' OF RECLAIMED AGGREGATE MATERIAL MWISSTOMA/lNCiaEtt Sheet No. 3 of 5 SheetsS.P. 056-635-035CERTiriEO 8T;Lie. NO. 57950 0 + 000 - 57 + 80.0 73 + 28.0 128 + 55.0 2 + 20.0 C8.G RT. LT. - 68 + 80.0 C8.G RT. - 82 + 00.0 CS.G LT. - 129 + 24.0 C8.G LT. SUPER ELEVATIONS EXISTINGEXISTING 20’ ao-18.5' la'12' SLOPE 0.04 TT/FT X slope: o.oa FJ/n -0.01 TT/nSUPER ELEVATION SLOPE VARIES} B618 CONCRETE CURB & GUTTER existing 6.0- WEAR COURSE I 6.0- AGGREGATE BASE CLASS 5EXISTING 6.0' WEAR COURSE & 8' AGGREGATE BASE CLASS 5 0 + 00.0 - 57 + 80.0 73 + 28.0 128 + 55.0 2 + 20.0 Ca.G RT. LT.- 66 + 80.0 C&G RT. - 82 + 00.0 C&G LT. - 129 + 24.0 C8,G LT.SUPER elevations PROPOSEDPROPOSED APPROX. 220 Ibs/sq yd C2') TYPE SP 9.5 WEAR (SPWEA340C) APPROX. 275 Ibs/sq yd (2.5') TYPE SP 12.5 WEAR (SPWEB340C) 20' APPROX, aao Ibs/sq yd (B') TYPE SP 9.5 WEAR <SPVEA3A0C> APPROX. B75 Ibs/sq yd <a.5-> TYPE SP 1E5 WEAR CSPWEB3<00 ao'18.5-la- 12' imoii cD»»iw «s OKCCTCI lY CKUtfCATOPSOIL COVERING AS DIRCCTCD BY CNGINCER -0.01 ET/ET0.02 FT/FTSLOPE SUPER ELEVATION SLOPE VARIES ‘ LruLL DEPTH RECLAMATION 13.0' EaL WIDTH REMOVE a- or reclaimed aggregate materialLFULL DEPTH RECLAMATION MO' FULL WIDTH REMOVE 4' OF RECLAIMED AGGREGATE MATERIAL Sheet No. 4 of 5 SheetsS.P. 056-635-035CERIiriEO BY:-1C. BO. S7JSO SC: ' i;i.s c:\NC. 1 NO. 2 CSAH 35ri.*SH£B/JTPr*'fL^tKES/TTPE'A- »?Sr> ___iB"X4B" X 1a i - i ■■! 6--i2’r ROAC \wow )AH£/»0 V -QUANTITYSIGN numberCSAH <11 END ‘1ROAD WORK 48 X24 r»LpjO:^!, 60 "X36"rROAD WORK 2!NEXT OC MILES :f 22 l 3 2 i.21 s‘-9' WIN. UNcm 9.fIS.LT:?rI :5 sat . 2__ 5'-9' uw. lCmcth JT A \6 .m >r ^ ;m -J ------------------,j.-------- <?Stor LokR:i -- •—------- NOTES ALL CONSTAlKTiOK SJCWNG aS SHOWM eCLOW 6UT NOT UUlTCO TO SHALL K THC RCSPONSiBILtTr OF THE CONTRACTOR. ANY RCOUIREO TUCCCRS ANO/OR WOT CAR OPtRATrONS SHALL BE FURNISHED BY THE CONTRACTOR AND WiU BE PAID FOR AS Pari or iRArric control. i;;171-T“" i \ BRIGHT WOOD SHORE OR. 3CC AVE. ■CSAH 115fLASHER/TYP£"A" _ ^ W20-1........ As^X'^a” AU TRArnc CCmrROL devices shall conform to the most recent EOlllON or IHE HMUrCO and all revisions, and the mosi recent edition or IHE TEMPORARY TRAmc CONTROL ZONE LAYOUTS (FIELD MANUAL).NO. 4 W2Q-1QQPiA^xia"I ALL SIGN post's 'shall BE POUNOED A = 750’ 0 55 MPH 525TH ST § Ii aOAD WORK i (M0D)^[^NEXT 00 MILES ^ |s£XSC20-S2-72 at.■320TH STCSAH 2272"X24"Iz ■■ J--*1-------<!f —^s z i ^ I <1 : O' / SUMP \ AHEADWB-11 48"XAB" W2I-5 4B-X48" Iin.o IX48''2 4 wa-io30"X30"—r 1 d h;LWCVCN/SHOULDER \ WORK y JI! <z CSAH 74313TH ST /\ / fAvoexi \i z' !;i J ! 1--1 .NO. 6 \ t«s / x/\ /w8-3^/aS^XAB" W8-9 . .30”X30“ . '\.i5=-;r=.; I iI <I ROAD WORK j NEXT 00 MILES! li jlNEXT 00 MILES j LOW X SHOULDER yI '•■liIC»-iO-H III 4W AITl| 72"X36 ■■ (MOD)|j 2 TYPE FFTYPE CCTYPE 86 TYPE GG2 TO BE USED WHERE THE SICNCO CONDITIONS EXIST.TO BE USED IN A MAJOR WORK AREA. WHERE THE SIGNED CONDITIONS EXIST. ERE A OlFFERENCE CEN LANES EXIST.WATER STREET RD TO BE USED WHERE THE SIGNED TO BE USED CONDITIONS EXIST. WH rwi"iOCTH ST.'m or ELEV. BE *r- LAZY LOOP J 750’tn 55 MPHdz PHELPS MILL ROCSAH 1/ §NO. 4 W20-148"X4B"TWIN1/1 CSAH 1 NO. 3 :-..ANONiROLrRA^T’i n n NO scale NO. 2 CSAH 35CSAH 35 Sheet No. 5 of 5 SheetsS.P. 056-635-035CCRTiriED Bf:UC. NO. 57950womiMim cwfccct 3138.2 (1) Recycled aggregates contain only recycled asphalt pavement (RAP), recycled concrete materials, recycled aggregate materials, or certified recycled glass, and (2) Must meet the requirements of Table 3138-2. Table 3138-2 Quality Requirements for Recycled Materials Requirement Classes 1, 3, 4, 5, 5Q and 6 Maximum Bitumen Content of Composite 3.5% Maximum Masonry block %10% Maximum percentage of glass *10% Maximum size of glass *Vi in [19 mm1 Crushing (Class 5, 5Q and 6) ||10% for Class 5 t, 60% for Class 5Q t ______and 15% for Class 6 t Maximum amount of Brick 1.0% # Maximum amount of other objectionable materials including but not limited to: wood, plant matter, plastic, plaster and fabric_________0.3% # * Glass must meet certification requirements on the Grading and Base website. Combine glass with other aggregates during the crushing operation. t If material > 20% RAP and/or Concrete, Class 5 crushing requirement is met. t If material > 60% RAP and/or Concrete, Class 5Q crushing requirement is met. t If material > 30% RAP and/or Concrete, Class 6 crushing requirement is met. Material crushed from quarries is considered crushed material. # The Contractor/Supplier may not knowingly allow brick and other objectionable material and must employ a QC process to screen it out, before it becomes incorporated into the final product._______________________________________ Surfacing Aggregates Provide surfacing aggregates in accordance with 3138.2.A, "General," 3138.2.B, "Virgin Materials," and 3138.2.C, "Recycled Materials," and meeting the following requirements: D (1) 100% of the material passes the %" sieve, regardless of the class specified; this modifies the requirements of Tables 3138-3, 3138-4 and 3138-5 for surfacing aggregates. (2) Does not use glass, (3) Recycled concrete materials may only be used for the roadway shoulders and (4) There is no restriction on the bitumen content, if used for shouldering. Note: Class 2 must be composed of 100% crushed quarry rock per 3138.2.B.3. Gradation RequirementsE (1) For products containing less than 25 percent recycled materials, conform to Table 3138-3. (2) For products containing 25 percent or more recycled materials and less than 75% recycled concrete, conform to Table 3138^. (3) For products containing 75 percent or more recycled concrete, conform to Table 3138-5. (4) Perform gradation tests prior to bituminous extraction. Table 3138-3 Base and Surfacing Aggregate (containing less than 25 percent recycled aggregates) Total Percent Passing Sieve Size Class 1 (Surfacing) Class 2 (Surfacing) Class 3 (Subbase) Class 4 (Subbase) Class 5Q (Base) Class 6 (Base)i 100 1001002 in V/i in 65-95 1001 in 100 45-85Vi in 90 - 100 65-90 35-70 50-85% in 35-70 35 - 100 35 - 100 15 -45 35-70No. 4 25-45 20 - 100 20 - 100 10-30 20-55No. 10 12-30 5-50 5-35 5-25 10-30No. 40 SHtSlI 3.0-10.05.0-13.0 5.0-10.0 4.0-10.0 3.0-7.0No. 200 Minnesota 2016 Standard Specifications 537 3139.2 3139 GRADED AGGREGATE FOR enUMINOUS MIXTURES 3139.1 SCOPE Provide graded aggregate for use in bituminous mixtures.J 3139.2 PLANT MIXED ASPHALT REQUIREMENTS Composition Provide graded aggregate composed of any combination of the following sound durable particles as described in 3139.2B. Do not use graded aggregate containing objectionable materials including: (1) Metal, (2) Glass, (3) Wood, (4) Plastic, (5) Brick, or ' (6) Rubber. Provide coarse aggregate free of coatings of clay and silt. Do not,add soil materials such as clay, loam, or silt to compensate for a lack of fines in the aggregate. Do not blend overburden soil into the'aggregate. Feed each material or size of material from an individual storage unit at a uniform rate. Do not place blended materials from different sources, or for different classes, types, or sizes together in one stockpile unless approved by the Engineer as a Class E aggregate. A V ClassificationB IB.l ClassA Provide crushed igneous bedrock consisting of basalt, gabbro, granite, gneiss, rhyolite, diorite, and andesite. Rock from the Sioux Quartzite Formation may contain no greater than 4.0 percent non-Class A aggregate. Do, not blend or add hon-Class A aggregate to Class A aggregate. B.2 Class B Provide crushed rock from other bedrock sources such as carbonate and metamorphic rocks (Schist). B.3 Class C Provide natural or partly crushed natural gravel obtained from a natural.gravel deposit. • Class DB.4 Provide 100 percent crushed natural gravel produced from material retained on a square mesh sieve with an opening at least twice as large as Table 3139-2 allows for the maximum size of the aggregate in the composite asphalt mixture...Ensure the amount of carryover, material finer than the selected sieve, no greater than 10 percent of the Class D aggregate by weight. Class EB.S Provide a mixture consisting of at least two of the following classes of approved aggregate: Class A, Class B, and Class p. (1)(2) (3) Steel SlagB.6 Steel slag cannot.exceed 25% of the total mixture aggregate and be free from metallic and other mill waste. The Engineer will accept stockpiles if the total expansion is no greater than 0.5 percent as determined by ASTM D 4792 B.7 Tacpnite Tailings Obtain taconite tailings from ore mined westerly of a north-south line located east of Biwabik, Minnesota (R15W-R16W) or from ore mined in southwestern Wisconsin. B.8 Recycled Asphalt Shingles (RAS) Provide recycled asphalt shingles manufactured from waste scrap asphalt shingles (MWSS) or from tear-off, scrap asphalt shingles (TOSS). Consider the percentage of RAS used as part of the maximum allowable Recycled Asphalt Pavement (RAP) percentage. See Table 3139-3. Minnesota 2016 Standard Specifications '539 3139.2 B.8.A RAS Gradation MnDOT Laboratory Procedure 1801 Provide RAS in accordance w/ith the following gradation requirements: Table 3139-1 RAS Gradation Sieve size Percent passing 'h in [12.5 mm1 100 No. 4 f4.75 mm1 90 B.8.B Binder Content Determine the binder content using chemical extraction meeting the requirements of MnDOT Lab Procedure 1851 or 1852. B.8.C Bulk Specific Gravity The Contractor may use an aggregate bulk specific gravity (Gsb) of 2.650 in lieu of determining the shingle aggregate Gsb in accordance with MnDOT Lab Procedure 1205. B.8.D Waste Materials Do not allow extraneous materials including metals, glass, rubber, nails, soil, brick, tars, paper, wood, and plastics greater than 0.5 percent by weight of the graded aggregate as determined by material retained on the No. 4 [4.75 mm] sieve as specified in MnDOT Laboratory Procedure 1801. B.8.E Stockpile Do not blend an RAS stockpile with other salvage material. Do not blend MWSS and TOSS. The Contractor may blend virgin sand material with RAS to minimize aggiomeration if the Contractor accounts for the blended sand in the final mixture gradation. CertificationB.8.F Ensure the processor provides RAS certificabon on the following Department form "Scrap Asphalt Shingles from Manufacture Waste" or "Tear-Off Scrap Asphalt Shingles" at www.dot.state.mn.us/materials/bituminous.html. B.9 Crushed Concrete and Salvaged Aggregate The Contractor may incorporate no greater than 50 percent of crushed concrete and salvaged aggregate In non-wear mixtures. Do not use crushed concrete in wearing courses. B.IO Ash Sewage sludge ash and waste incinerator ash are allowed as an aggregate source at a maximum of 5% of the total weight of the mixture. Sewage sludge ash for use as an aggregate source in wear or non-wear courses must be approved by examination with the Hazard Evaluation Process by MnDOT's Office of Environmental Stewardship. B.ll Recycled Asphalt Pavement (RAP) B.ll.A Aggregate Angularity Provide combined RAP and virgin aggregates that meet the composite coarse and fine aggregate angularity for the mixture being produced. B.ll.B Objectionable Material Do not use RAP containing objectionable materials including metal, glass, wood, plastic, brick, or rubber. B.ll.C Asphalt Binder Content Determine the asphalt binder content using the MnDOT Lab Manual Method 1851 and 1852. B.ll.D Bulk Specific Gravity Determine the bulk specific gravity in accordance with MnDOT Laboratory Procedure 1205 or 1815. C Quality C.l Los Angeles Rattler Test................................. Ensure a coarse aggregate loss no greater than 40 percent. MnDOT Laboratory Procedure 1210 C.2 Soundness (Magnesium Sulfate) Maximum loss after 5 cycles on the coarse aggregate fraction (material retained on No. 4 [4.75 mm] sieve for any individual source within the mix) as follows: MnDOT Laboratory Procedure 1219 Percent passing the % in [19 mm] sieve to percent retained on the Vz in [12.5 mm] sieve, < 14%,(1) Minnesota 2016 Standard Specifications540 3139.2 (2)Percent passing the '/z in [12.5 mm] sieve to percent retained on the % in [9.5 mm]sieve, <18%, Percent passing the Vs in [9.5 mm] sieve to percent retained on the No. 4 [4.75 mm] sieve, < 23%, For the composite if all three size fractions are tested, the composite loss < 18%, and acceptance vrill be granted if: (4.1) (3) (4) If the Contractor meets the composite requirement, but fails to meet at least one of the individual components, the Engineer may accept the source if each individual component is no greater than 110 percent of the requirement for that component. If the Contractor meets each individual component requirement, but fails to meet the composite, the Engineer may accept the source if the composite is no greater than 110 percent of the requirement for the composite. (4.2) Coarse aggregate that exceeds the requirements in this section for material passing the No. 4 [4.75 mm] sieve cannot be used. C.3 Spall Materials and Lumps Spall is defined as shale, iron oxide, unsound cherts, pyrite, highly weathered and/or soft phyllite and argillite (may be scratched with a brass pencil), and other materials having similar characteristics. MnDOT Laboratory Procedure 1219 Lumps are defined as loosely bonded aggregations and clayey masses. If the percent of lumps measured in the stockpile or cold feed exceed the specification limits, stop asphalt production and determine compliance by dry batching. This procedure may be repeated at any time at the discretion of the Engineer. Maximum limits for Spall and lumps, expressed as percentages by mass, are listed in Table 3139-3. C.4 Insoluble Residue Test........ Use Statewide (except for District 6) MnOOT Laboratory Procedure 1221 If using Class B carbonate materials ensure the portion of the insoluble residue passing the No. 200 [75 pm] sieve is no greater than 10 percent. Use for District 6 ONL Y. If crushed carbonate quarry rock (limestone or dolostone) is used, the minus #200 [75 pm] sized portion of the rock insoluble residue shall not exceed 10% by weight. Blending of sources and/or beds with an insoluble residue up to 15% is allowed to meet the 10% insoluble residue requirement. Individual beds thinner than 6 inches [150 mm] or up to 5% of the total face height, are exempt from the 15% maximum insoluble residue requirement. However, the aggregate producer shall practice good quality control at all times and exclude poor quality stone to the extent practical, regardless of the bed thickness and/or pocket size and location. No carbonate quarry rock from the Platteville Geological Formation is allowed. Gradation Ensure the aggregate gradation broad bands meet the following requirements in accordance with AASHTO T-11 (passing the No. 200 [75 pm] wash) and AASHTO T-27. D Hggreqate Gradation Broad Sieve size A B M.D 1 in [25.0 mm] V4 in [19.0 mm]100* Vz in [12 5 mm]100*85 - 100 % in [9.5 mm]85 - 100 35-90 100 No. 4 [4.75 mm]60-90 30-80 65-95 No. 8 [2.36 mm]45-70 25-65 45-80 No. 200 [0.075 mm]2.0-7.0 2.0-7.0 3.0-8.0KMSffl * The Contractor may reduce the gradation broadband for the maximum aggregate size to 97 percent passing for mixtures containing RAP, if the oversize material originates from the RAP source. Ensure the virgin material meets the requirement of 100 percent passing the maximum aggregate sieve size.______________________________ Minnesota 2016 Standard Specifications 541 3139.2 Table 3139-3 Mixture Agg^ate Requirements Traffic Traffic Traffic Level 4 Traffic Aaoreoate Blend Property Level 2 Level 3 Level 5 20 year Design ESAL's <1 million 1-3 million 3-10 million 10-30 million. Min. Coarse Aggregate;Angularity (ASTM D5821) (one face / two face), %- Wear (one face / two face), %-,Non-Wear 30/-55/- 55/- 85/80 95/90 80/7530/-60/ - ‘ Min. Fine Aggregate Angularity (FAA) (AASHTO T304, Method A) %-'Wear %-Non-Wear 40 42 44 45 40 40 40 40 Flat and Elongated Particles, max % by weight, (ASTM D 4791)____________ 10 10 10 (5:1 ratio)(5:1 ratio) (5:1 ratio) Min. Sand Equivalent (AASHTO T 176)45 45 Max. Total SpalMn fractiori retained on the #4 [4.75mm] sieve - Wear Non-Wear ________ 5.0 2.5 1.0 1.0 2.5 2.55.0 5.0 Maximum Spall Content in Total Sample - Wear Non-Wear-_____. ^ ________ 5.0 5.0 1.0 1.0 5.0 5.0 2.5 2.5 Maximurn Percent Lumps in fraction retained on the #4 [4.75mm] sieve ___________0.5 0.50.5 0.5 Glasses Carbonate Restrictions Maximum% -#4 [-4.75mm] Final Lift/All other Lifts 100/100 100/100 80/80 ■50/80 Maximum% -t#4 [-i-4.75mm] Final Lift/All other Lifts 100/100 100/100 50/100 0/100 Max.'allowable scrap shingles-MWSS^'^ Wear/Non Wear _______________5/5 5/5 5/5 5/5 Max. allowable scrap shingles -TOSS^‘' Final Lifl/AII other Lifts 5/5 5/5 0/5 0/0 MWSS is manufactured waste scrap shingle and TOSS is tear-off scrap shingle.(1) 3139.3 PERMEABLE ASPHALT STABILIZED STRESS RELIEF COURSE (PASSRC) AND PERMEABLE ASPHALT STABILIZED BASE (PASB) REQUIREMENTS RestrictionsA Do not use recycled materials including glass, concrete, bituminous, shingles, ash, and steel slag. GradationB The Gradation limits are also considered the Job Mix Formula (JMF) limits. B.l PASB Minnesota 2016 Standard Specifications542 Marsha Bowman Marsha Bowman Wednesday, August 12, 2020 2:19 PM Brent Frazier; Bruce Stone; 'Dave Trites'; David Wass; Jack Rosenthal; Judd Fischer; Richard Gabe; Rick Wilson; Rod Boyer (rboyer@loretel.net) Chris LeClair; Michelle Eldien; Amy Busko FW; Notice of Public Flearing: August 12, 2020 4679_001.pdf From: Sent: To: Cc: Subject: Attachments: I just received this email and attachment from the MPCA. I am forwarding it for your review. Thanks! Marsha Marsha Bowman Office Administrator Land & Resource Management CSC, 540 W Fir Fergus Falls, MN 56537 218-998-8099 orrcRTAiL COUNTt NPMIOt* From: Schroeder, Scott T (MPCA) <scott.t.schroeder@state.mn.us> Sent: Wednesday, August 12, 2020 2:14 PM To: Marsha Bowman <MBowman@co.ottertail.mn.us> Cc: Chris LeClair <cleclair@co.ottertail.mn.us> Subject: Notice of Public Flearing: August 12, 2020 Flello Marsha, Yesterday the Minnesota Pollution Control Agency (MPCA) Detroit Lakes office received the attached notices of public hearing for this evening's Otter Tail County Planning Commission meeting. MPCA staff would like to submit this email to ensure that the project Applicants obtain and comply with any necessary State and/or Federal permits as applicable, including the National Pollutant Discharge Elimination System (NPDES)/State Disposal System (SDS) Construction Stormwater permit. Information on the MPCA's Construction Stormwater permitting program, including who needs to obtain the permit prior to construction, can be found on the MPCA's website at https://www.pca.state.nin.us/water/constructicn-stormwater. In general, permit coverage is needed by the owner or operator of any construction activity disturbing one acre or more of soil, or less than one acre of soil if that activity is part of a larger "common plan of development or sale" that covers more than one acre. Permit coverage should be obtained prior to starting construction work. An additional comment for the Ervin & C Rocholl Family Trust aggregate mining request: The MPCA issues permits for facilities that mine construction sand and gravel under the General NPDES/SDS Permit for "Nonmetallic Mining and Associated Activities." At this time MPCA staff is unsure if the Rocholl Family Trust application request would require this NPDES/SDS permit coverage. For questions or more information, the Applicant can contact me at my direct line: 218- 846-8134, or visit the MPCA's webpage for nonmetallic mining and associated activities: https://www.pca.state.mn.us/reRulations/nonmetallic-mining-and-associated-activities, or call the MPCA's assistance line for nonmetallic mining and associated activities at 651-296-6300 or 800-657-3864. Scott Schroeder | Environmental Specialist Minnesota Pollution Control Agency (MPCA) 1 Northwest Watershed Unit | Watershed Division 714 Lake Avenue, Suite 220 | Detroit Lakes, MN | 56501 Direct: 218-846-8134 | Office Main: 218-847-1519 scott.t.schroeder(Estate.mn.us | www.pca.state.mn.us MINNESOTA POLLUTION CONTROL AGENCYrmOur mission is to protect and improve the environment and human health. NOTICE: This email (including attachments) is covered by the Electronic Communications Privacy Act, 18 U.S.C. 2510-2521. This email may be confidential and may be legally privileged. If you are not the intended recipient, you are hereby notified that any retention, dissemination, distribution, or copying of this communication is strictly prohibited. Please reply back to the sender that you have received this message in error, then delete it. Thank you. 2 OTTER TAIL COUNTY PLANNING COMMISSION NOTICE OF PUBLIC HEARING ’ AU6 \ 1 2020 1 i| : 5APPLICANT: Ervin & C Rocholl Family Trust 32234 County Hwy 35 Unden/vood MN 56586 '::v' HEARING DATE/LOCATION: August 12, 2020, at 6:30 P.M. Via Go-To-Meeting - See Below CONDITIONAL USE PERMIT APPLICATION REQUEST (as stated by the Applicant on the Application): Mining of aggregate for use in local roadway construction projects including aggregate base and asphalt paving materials. LAKE NAME/NUMBER/CLASS: Unnamed Lake (56-474), Natural Environment (NE) E-911 ADDRESS: None - Loc. N. of 29608 County Hwy 22, Underwood MN 56586 LEGAL DESCRIPTION: Pt of GL 1 & Pt SW1/4 SE1/4 Bg S1/4 Cor, Section 8 of Maine Township ** 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 Preliminary Plat as per the requirements of the Subdivision Controls Ordinance and the Shoreland Management Ordinance of Otter Tail County. In response to the GOVID-19 public health emergency declared by Governor Walz, the public hearing will be held remotely via Go-To- Meeting. Public testimony regarding this application will only be received by email, in writing, or by participating in the remote public hearing. Information regarding access to the Go-To-Meeting public hearing will be provided on the Land & Resource website. Written correspondence or emails regarding this application will be received up until 12:00 p.m./noon the day prior to the public hearing date. Rick WHson July 29. 2020 Chairman Planning Commission Mailing Date to August 9, 2020 To Ottertail County Planning Commission:; I am writing with regards to the letter received on July 31** informing us of the Ervin Rocholl Family Trust "after the fact" application for "Mining of aggregate for use in local roadway construction projects including aggregate base and asphalt paving materials." My concerns are listed below; 1. The mining and digging began approximately a month ago, before the Rocholl family submitted their permit application, According to Land and Resources Ordinance (page 27, #3 Conditional Use Permits) this violation is inexcusable as well as subject to criminal charges, (page 32, #10 Enforcements and Penalties). 2. The site was not inspected before the permit application. 3. No surrounding neighbors were contacted for their input before the operation began.( page 31, #8 notification Procedures: A) 4. Currently, pile of soil and gravel are less than 500 ft. from our property line.( page 31, # 8 Notification Procedures: B) 5. Environmental Air Pollution, heavy machinery exhaust fumes, future batch plant exhaust as well as gravel dust. 1 have asthma, and this will affect my breathing and my general health. Air pollution will also affect the wildlife living in the area. 6. Environmental Noise Pollution daily and constant noise from 6AM to 7-8PM, six to seven days a week. 7. Concerns regarding ground water pollution. 8. 1 question if the gravel pit and batch plant are.lOOO ft. from the unnamed lake. ( Page 8 # 1,111 District Requirements) 9. This mining operation has devaluated our homestead property. Thank you for reading my concerns, William and Joyce Nerdahl Marsha Bowman Marsha Bowman Monday, August 10, 2020 9:35 AM Brent Frazier; Bruce Stone; 'Dave Trites'; David Wass; Jack Rosenthal; Judd Fischer; Richard Gabe; Rick Wilson; Rod Boyer (rboyer@loretel.net) Chris LeClair; Michelle Eldien; Amy Busko FW; August 12, 2020 Planning Commission Meeting - Ervin & C Roll Family Trust; Unnamed Lake (56-474) Rocholl letter 2020 X X.docx From: Sent: To: Cc: Subject: Attachments: Attached please find comments received on the Ervin & C Roll Family Trust; Unnamed Lake (56-474). Marsha Bowman Office Administrator Land & Resource Management CSC, 540 W Fir Fergus Falls, MN 56537 218-998-8099 OTTER TAILCOUWT* From: Emma Barry <ebarry(®co.ottertail.mn.us> Sent: Monday, August 10, 2020 8:17 AM To: Marsha Bowman <MBowman@co.ottertail.mn.us> Cc: Amy Busko <ABusko@co.ottertail.mn.us> Subject: FW: Attn Emma Barry Here you go © Emma Barry Administrative Assistant Land and Resource Management 540 W, Fir Avenue Fergus Falls, MN 66537 Direct 218-998-8107 | Office 218-998-8095 ottertailcountymn.us ? OTTER TAILrCOUNTY ' iMMUOU From: Joyce nerdahl <binerdahl@gmail.com> Sent: Sunday, August 09, 2020 10:39 PM To: Otter Tail County Land <land@co.ottertail.mn.us> Subject: RE: Attn Emma Barry Hello Emma, Attached are our comments for the Planning Commission, regarding the Rocholl Application. If you have questions. Please let me know. Thank you Joyce & William Nerdahl 1 Sent from Mail for Windows 10 From: Otter Tail County Land Sent: Friday, August 7, 2020 4:28 PM To: ioyce nerdahl Subject: RE: where to send comments You can send them to this account and I can forward them @ Emma Barry Administrative Assistant Land and Resource Management 540 W. Fir Avenue Fergus Falls, MN 56537 Direct 218-998-8107 | Office 218-998-8095 ottertailcountymn.us 7 OTTCRTAJLrCOUNTY' MNNtSOTA From: Joyce nerdahl <binerdahl(5)email.com> Sent: Friday, August 07, 2020 3:38 PM To: Otter Tail County Land <land@co.ottertail.mn.us> Subject: where to send comments Hello Where do I send my comments to, ? I received a public hearing notice, regarding, Rocholl Conditional use Permit Application Request. Thank you Joyce Nerdahl Sent from Mail for Windows 10 2 PLANNING COMMISSION NOTIFICATION WORKSHEET Applicant:j /4vM|UAf~Lake:\Z, -ZOT^Meeting Date: y-V4 Mile (1320*) Conditional Use App % Mile (2640’) Preliminary Piat *Townspip / County Roads: Sherry (GiS) wiH 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. fuJp,_________ f PQ V L 1 'Zii-OoinJ ^Sdn^ Inc. Do-^/e 'L^'^ora^ \10i^ ^ish foi^iCSy yy)r0 ^(olxj 2. ace»o i 0^O'C Nbhces PC:Worksheet Notification 10/2015 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 Plannino Commission for Otter Tail County, Minnesota, do hereby certify that on the __day of —___,-2020, the attached Notice of Hearing and was duly served upon the following: CourthouseCounty Sheriff County Highway Engineer Otter Tail COLA, 4302 13‘^ Ave S Ste. 4-333, Fargo, ND 58103 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 & Waterways Jim Wolters, 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) Same Envelope Big McDorpId: Big McDonald Lake Improvement Dist., PO Box 81, Dent, MN 56528 Devils (Near Perham): Littl^v^cjDonald, Kerbs & Paul; LMKP Lakes Imp. Dist., PO Box 133, Perham, MN 56573 Big Pine: Devils Lake Imp. Dist., PO Box 431 Perham, MN 56573 Pine Lakes Imp. Dist., PO Box 405, Perham, MN 56573 Pelicarf, Fish?^ass & Little Pelican: Pelican Lake Group Lake Imp. Dist., PO Box 336, Pelican Rapids, MN 56572 South Turtle Lake; South Turtle Lake Imp. Dist., PO Box 168, Underwood, MN 56586 Clerk (if located within 2 miles of a city) MpJ^T Dist. Office, 1000 Hwy 10 W, Detroit Lakes, MN 56501 (if located on a State or Fed Hwy) yfi^^ent County Zoning Administrator (If the County is in the “Buffer) - BepK^r County Auditor (notify in addition to their Zoning Administrator) Do not notify individuals within a City Limit Little Pii check their website for name/address - check their website for name/address ^^ownship Cler^ake A^j(^ation, sup>^r (if 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 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 BIrchmoht Beach Rd NE Bemidjj, MN 56601 l:\PC\AffidavitOrlg2018 Buffer Parcels Parcel No Name 1 Addr 1 Addr 2Name 2 Citv St ZiD 38000080051000 Nora J & Gabriel J Baez 29635 325th St Underwood MN 56586 9228 38000080051001 Jay Miller Et Al 8827 179th Ave SE Wahpeton NO 58075 9546 38000080053000 Ervin & C Rocholl Family Tst 32234 County Highway 35 Underwood MN 56586 9227 38000080053001 United States Of America Federal Lands 00 38000080054000 William A & Joyce E Nerdahl 29741 County Highway 22 Underwood MN 56586 9230 38000080054001 Ervin & C Rocholl Family Tst 32234 County Highway 35 Underwood MN 56586 9227 38000080056000 Albert J Jr & Lana Holmquist 29373 325th St Underwood MN 56586 9228 38000090058000 Ervin & C Rocholl Family Tst 32234 County Highway 35 Underwood MN 56586 9227 38000090059000 Ervin & C Rocholl Family Tst 32234 County Highway 35 Underwood MN 56586 9227 38000090060000 Ervin & C Rocholl Family Tst 32234 County Highway 35 Underwood MN 56586 9227 38000160104002 Helle Of A Hunt LLC 600 Highway 169 S Ste 1960 Minneapolis MN 55426 1223 38000170117901 Rustic Acres Tst 31769 County Highway 35 Underwood MN 56586 9226 38000170120000 Kathleen B Compton 28603 318th Ave Underwood MN 56586 9264 38000170122000 Rustic Acres Tst 31769 County Highway 35 Underwood MN 56586 9226 38000170125000 Barbara J Harthun & C Anderson 203 East St N Underwood MN 56586 7102 Monday. July 27. 2020 Page 1 of 1 Buffer Mail Address i City, State, ZipAddress 2Name Nora J & Gabriel J Baez 29635 325th St Underwood MN 56586 9228 Barbara J Harthun & C Anderson 203 East St N Underwood MN 56586 7102 Kathleen B Compton 28603 318th Ave Underwood MN 56586 9264 Ervin & C Rocholl Family 1st 32234 County Highway 35 Underwood MN 56586 9227 Helle Of A Hunt LLC 600 Highway 169 S Ste 1960 Minneapolis MN 55426 1223 Albert J Jr & Lana Holmquist 29373 325th St Underwood MN 56586 9228 Jay Miller EtAI 8827 179th Ave SE Wahpeton ND 58075 9546 William A & Joyce E Nerdahl 29741 County Highway 22 Underwood MN 56586 9230 Rustic Acres Tst 31769 County Highway 35 Underwood MN 56586 9226 Monday, July 27, 2020 Page 1 of 1 1038881 OFFICE OF COUNTY RECORDER OTTER TAIL MINNESOTA I hereby certify that this instrument # 1038881 No delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed ( / ) not required. Certificate of Real Estate Value No--------------------------- was fiied/recorded in this office for record on the day of . -------^2008 at/^flOanyom)Wendy>L wepcali. County FtefeorTOr^ /CYear] Wayne Stein, County Auditor c|k. (f\c7 cording f^ well certifiedDeputy WARRANTY DEED Individual to Trustee STATE DEED TAX DUE HEREON: $1.65 s?aTo7;S»'‘ deed Tax s .2JsS=^ numberDated; December 13, 2007 FOR VALUABLE CONSIDERATION, ERVIN H. ROCHOLL and CAMILLA M. ROCHOLL, husband and wife, Grantors, hereby eonvey and warrant to ERVIN H. ROCHOLL AND CAMILLA M, ROCHOLL, TRUSTEES OR THEIR SUCCESSORS IN TRUST, UNDER THE ROCHOLL FAMILY REVOCABLE LIVING TRUST DATED FHE 13TH DAY OF DECEMBER, 2007, AND ANY AMENDMEN'FS THERETO, Grantee, real property in Otter 'Fail County, Minnesota, described as follows: SEE EXHIBIT A. Together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Easements, restrictions, reservations and covenants of record. Ervin H. Rocholl 79^,4L Camilla M. Rocholl STATE OF MINNESOTA ) ) ss. COUNTY OF OTTER TAIL ) The foregoing instrument was acknowledged before me this 13th day ol December, 2007, by ERVIN H. ROCHOLL and CAMILLA M. ROCHOLL, husband and wife. Grantors. l' SUSAN M.BRIESE g I .NOTARY PUBLIC - MINNESOTA MYCoffimission Expires Jan. 31,2010 THE TOTAL CONSIDERATION FOR THIS TRANSFER IS $500.00 OR LESS /■ Tax staternents for the real property described in this instrument should be sent to: Ervin H. & Camilla M. Rocholl, TR Underwood, MN 56537 This instrument was drafted by: PEMBERTON, SORLIE, RUFER & KERSHNER, P.L.L.P. 110 North Mill Street, P. O. Box 866 Fergus Falls, MN 56538-0866 Telephone: 218-736-5493 PSR&K Substitute Form 1099-S Not Needed NJH:cf 2007-2803 Deed 6A -2- EXHIBIT A The South Half of the Northeast Quarter (S‘/2NE'^) in Section Seven (7), Township One Hundred Thirty-four (134), Range Forty-one (41); EXCEPTING THEREFROM the South 554.00 feet of the West 400.00 feet of the said South Half of the Northeast Quarter (S'/zNEl^); AND The North Half of the Southwest Quarter (N'/zSW'A) and the Southeast Quarter of the Southwest Quarter (SEViS W'/i) and the North Half of the Southeast Quarter (N'/2SEi4) in Section Eight (8), Township One Hundred Thirty-four (134), Range Forty-one (41); AND That part of Government Lot One (1) and that part of the Southwest Quarter of the Southeast Quarter (SW‘/4SE!/4) in Section Eight (8), Township One Hundred Thirty-four (134) North, Range Forty-one (41) West of the Fifth Principal Meridian in Otter Tail County, Minnesota, described as follows: Beginning at a found iron monument which designates the South quarter comer of said Section Eight (8); thence South 89°30'02" East 975.18 feet on an assumed bearing along the South line of said Section Eight; thence North 0022'25" West 50.16 feet to an iron monument; thence North 88°22'24" East 229.78 feet to an iron monument; thence North 28°40'45" East 130.27 feet to an iron monument ; thence North 55°22'51" East 129.33 feet to an iron monument; thence North 50°21'31" East 220.93 feet to an iron monument; thence North 66°51'18" East 233.07 feet to an iron monument; thence North 29°23'06" East 250.46 feet to an iron monument on the North line of said Government Lot One (1); thence North 89°28'30" West 2151.99 feet along the North line of said Government Lot One (1) and along the North line of said Southwest Quarter of the Southeast Quarter (SW'ASE'A) to an iron monument at the Northwest comer of said Southwest Quarter of the Southeast Quarter (SW1/4SE1/4); thence South 00°15'50" East 1319.56 feet along the West line of said Southwest Quarter of the Southeast Quarter (SW'ASE'A) to the point of beginning. The above described tract contains 42.97 acres. Subject to an easemeht for public road purposes (Berkcy Road) over, under and across that part of the above described as follows: Commencing at a found iron monument which designates said South quarter comer; thence North 00°15'50" West 50.00 feet along the West line of said Southwest Quarter of the Southeast Quarter (SW14SE'/4) to the northerly right of way line of County State Aid Highway No. 22, said point is the point of beginning of the easements to be described; thence South 89°30'02" East 32.66 feet along the northerly right of way line of said County State Aid Highway No. 22; thence North 00°06'18" East 1,269.45 feet to the North line of said Southwest -3- j ! ■i 1 I Quarter of the Southeast Quarter (SW/iSEVi); thence North 89 °28'30" West 40.83 feet along the North line of said Southwest Quarter of the Southeast Quarter to an iron monument at the Northwest corner of said Southwest Quarter of the Southeast Quarter (SWl/iSE^);; thence South 00°15'50" East 1,269.56 feet along the West line of said Southwest Quarter of the Southeast Quarter (SW/4SEI4) to the point of beginning of said public road easement (Berkey Road); and t 5 I !■ Further subject to an easement for County State Aid Highway No. 22, right-of-way purposes over, under and across that part of the above-tract, described as follows: Beginning at a found iron monument which designates said South quarter corner; thence South 89°30'02" East 975.18 feet along the South line of said Section Eight (8); thence North 00°22'25" West 50.01 feet; thence North 89°30’b2" West 975.08 feet to the West line of said Southwest Quarter of the Southeast Quarter (SW%SE14); thence South 00°15'50" East 50.00 feet along the West line of said Southwest Quarter of the Southeast Quarter (SW14SE‘/4); to the point of beginning of said County State Aid Highway No. 22 right-of-way easement. AND The South Half of the Northwest Quarter (S'/iNW’A); the Southwest Quarter (SWA); and the Southwest Quarter of the Southeast Quarter (SW'ASE'A) in Section Nine (9), Township One Hundred Thirty-four (134), Range Forty-one (41); AND The Southeast Quarter of the Northeast Quarter (SE‘ANE'A) and the Northeast Quarter of the Southeast Quarter (NE'ASE'A) of Section Teh (10), Township One Hundred Thirty-four (134), Range Forty-one (41); AND The Northwest Quarter of the Southwest Quarter (NWIAS W'A) and Lot Five (5), EXCEPT PLAT, in Section Eleven (11), Township One Hundred Thirty-four (134), Range Forty-one (41); AND The Northwest Quarter of the.Northeast Quarter (NW'ANE'A) of Section Sixteen (16), Township One Hundred Thirty-four (134), Range Forty-one (41); AND All interest in and to the following-described tract, to-wit: The West Half of the Northeast Quarter (W'/zNE'A) of Section Eight (8), Township One Hundred Thirty-four (134), Range Forty-two (42); and -4- The East Half of the Northeast Quarter (E'/2NE14) of Section Eight (8), Township One Hundred Thirty-four (134), Range Forty-two (42), EXCEPT THE FOLLOWING-DESCRIBED TRACT, TO-WIT: Beginning at the Southeast comer of the Northeast Quarter (NE'/i) of Section Eight (8), Township One Hundred Thirty-four (134), Range Forty-two (42); thence due West along the southerly line of the Northeast Quarter (NEI/4) a distance of 495.00 feet; thence at right angles due North a distance of 1,815.00 feet; thence at right angles due East a distance of 495.00 feet; more or less to the easterly section line of Section Eight (8); thence due South along the easterly section line of Section Eight (8), a distance of 1,815.00 feet, more or less to the point of beginning, including easement for ingress and egress. -5- Marsha Bowman Marsha Bowman Tuesday, September 1, 2020 10:22 AM Chris LeClair Amy Busko; bjnerdahl@gmail.com FW: Results from letter I sent to Planning Commission on Aug 9th From: Sent: To: Cc: Subject: Chris, The following email was sent the Land & Resource Office email. Please review and respond to William and Joyce Nerdahl. Thank you, Marsha Marsha Bowman Office Administrator Land & Resource Management CSC, 540 W Fir Fergus Falls, MN 56537 218-998-8099 OTTER TAIL COlWrv Mw««ou From: Otter Tail County Land <land@co.ottertail.mn.us> Sent: Monday, August 31, 2020 4:33 PM To: Marsha Bowman <MBowman@co.ottertail.mn.us>; Amy Busko <ABusko@co.ottertail.mn.us> Subject: FW: Results from letter I sent to Planning Commission on Aug 9th From: Joyce nerdahl <binerdahl@Email.com> Sent: Monday, August 31, 2020 3:56 PM To: Otter Tail County Land <land@co.ottertail.mn.us> Subject: Results from letter I sent to Planning Commission on Aug 9th To the Planning Commission; On August 9*^ I sent a letter informing the planning commission of our concerns regarding the " Mining of aggregate for use in local roadway construction projects. I listed nine concerns, none of which were addressed by the planning commission. We are now experiencing toxic environmental air pollution from the batch plant, heavy machinery exhaust fumes as well as gravel dust, so heavy we have to keep all our windows closed. The environmental noise pollution is constant, from SAM to till dark. This not only affects us but our neighbors, something has to be done! I also want to mention, we as a neighborhood, were not given an opportunity to voice our concerns about this operation Before it was started. I will expect something to be done as the planning commission approved the "after the fact" application by Ervin Rocholl Family Trust. Sincerely William and Joyce Nerdahl 1 Sent from Mail for Windows 10 2 5 MINN PROJ NO STPF 5620 (215)MINNESOTA DEPARTMENT OF TRANSPORTATION OTTER TAIL COUNTY GOVERNING SPECIFICATIONS IHC 20'« EOiIIOM Of IHC UtNMCSOIA Of'AltUCHI or T*AHSfO«UIIOH 'SUNOAtO VCCriCATIONS F0« CONSFAUCTIOm* SHAU coveim INDEXCONSTRUCTION PLAN FOR fUU depth reclaim, wear courses, topsoil DESCRIPTIONSHEET TITLE SHEET ESTIMATED quantities * DETAILS TYPICAL SECTIONS TRAFFIC CONTROL ICSAH 1 & CSAH 41C.S.A H. 35 BETWEENLOCATED ON (GEOGRAPHIC DESCRIPTION)2PLAN SYMBOLS 3-4 JfATt LlMC county itMf tovmSM# M IUKC CMC UcriM iMC ouartfl UNC SOtrCtMTH 19*C nCMf Of WAT UMC fVCUNf «0<T Of WAT UNI cown^ Of ACCESS uMC fROfCtrr UNC (CvcCfT UNO UNCS) TACAtcD ruTTCo mofun cotPORAU o« arr UMtt TWUNIt HtCHWAT CCNTCt LINC aCTAlMIMC WAUvailaoao AAH»0A0 WMT Of WAT UNCftvcK on ctccK OAT tUN daaina^ oncN o*km TH.C CUL/CAT DAOP INUT CUAAO tAA. BAA9C0 wm fCNCC wovcN wtAc rcNCC CHAIN LINK rCNCC RAiUTOAO SHOW fCHCC STONC WAU Oft rCNCC HCOCC KAIUTOAO CftOSSATC SIGN «A.LftOAO CftOSSMC KLL CLCCTIK WAftNMO SiCM CAOSSiNO CATC teCAf^Ci COANC*SPfttwcS UAAtM TiNftCII " TO 3818.59’ W. at 2345.57’ S, of N.E. COR. SEC. 34 T.I3SN, R41W (LEGAL DESCRIPTION)FROM S.E. COR. SEC. 32 T. I34N. R4IW.5 THIS PLAN CONTAINS 5 SHEETS — o —• -39..J 50.00 FEET 7.455 0.000 0.125 7,550 MILES MILES MILES MILES GROSS LENGTH BRIOGES-LENGTH EXCEPTIONS-LENGTH ' NET LENGTH FEET0.00 DESIGN DESIGNATION648.00 58,702 00 FEET FEET PRESENT AOT 2020 = N. 900 S 1050 2040 a N. 900 S. 1050PROJ. AOT PROJ. KADI SON. FACTOR l«tl Ihnn 150=x:s::sx lOOX SCALES TOTAL C.E. 20,l5‘ N. 297,000. S. 351.000 N. 20 S. 25_______ TON OCSICN10 0’5280’ INDEX klAP SIGMA N-18 = R-VALUE » A R 42 W1 N. 2’ S 8’1/|SHOULDER WIDTH FUKTIONAL CUSSIFICATIOH MAJOR COLUCTQR V z ! END S.P. 056-635-035AinSTATION 393+50vTr NO. OF TRAFFIC LANES _2_ NO, OF PARKING LANCS _Q_ DESIGN SPEED S. 60 MPH DESIGN SPEED N. 40 MPH fO h-OACHAftO BftVSM NUAUAT CATCH BA$*M flAC MTOftAMT caO BASeO ON STOPPING SIGHT OtSTANCC 3.V HEIGHT OF EYE, DESIGN SPEED NOT ACHICVEO AT; HA Q 2.0* HEIGHT Of ODJECT.I# uhocaaass (hicmway uHOCft) i-.'-VAfr-r.:EXCEPTION CNO 0VCRF4SS (HICHW*r 0V€»)STATION 73 + 28 STOP CONDITtON AT CSAH I**IOCC lAON 04 *00 U0HUUXH1 (SI0N4. CONC*[TC 0* UCIM.) YfOOOCN HU* SOUTH 3 STA. 0+00 TO 344+00 NORTH 3 STA. 344 + 00 TO 393+00Z NT carvCL m 14N0 +lf •0*M>» PIT K» nrrER tail asst, county engineerEXCEPTION BEGIN MATTHEW VAVARpW. P.E. DESIGN ENGINEER; I HEREBY CCRTWr THAT THIS PLAN WAS PREPARED BY ME OR under my DIRECT SUPERVISION AND THAT I AH A DULY LtCCNSEO PROFCSSIONja ENGINEER UNDER THE UWS Of THE STATE OF MINNESOTA. -+ f SlOftC CASCMCHT STATION 66 + 80fR GUTILJTY SYMBOLS CONOiAT mCPHOHC CA9LC IN CONOUIT lucTftc CAftu m coHomi TCiXfHONC UANHOiC DATE:LICCNSC HUM9CR: 57950 APPROVED CUCTRlC MANHOU ftutico incftHONC CAta ftumcO CLtCTftlC CABLE ACftSAL rcUPHONC CA9U SCWCft (SANIlAftT Oft STOffM) scwtft UANMOLC ^owcft noLt UNC TClEAHCHie Oft TUECIIAftH POLE UNC JOINT TOCftHONE AND POWCft ON POWER POLES OH TELEPHONE POLESanchor STta TOWER stntt uoMf -----P.fcW-----OTTER tail county ENGINEER CHARLES CROTTE, P.E. DATE: -V 2-43/io LICENSE NUMBER; 20196 BEG. S.P. 056-635-035 reiond'/ /<STATION 0+00.00 DATE n7 LU. L DISTRICT STATE AID ENGINEER; REVItYftD FOR M n y CI a Angela Murphy .T.MyrRtlx B Th« tubiurfocft wHIIIy Inlo'moMoN in thtf pion (• uMliiy quoUly l*v«l 0. This quoUly !«v«l woi dftlftrmfnvd according to th# guldwitntf of Ci/ASCE 36-02. •niitiad "Stondord CuidPtinat for th« CoHccMan ond Depiction e< CRiftUng Subsurfoce UtHity Oota**.a Date. 202003-23 APpIlb^tfl^^'WArE AID AND TEOERAl AID fUNOiMC.aPtOCSTAL (TCUPHONC CAIU rtRMwM.) — •—t—CAS MAM iVAtCft main Sheet No. 1 of 5 SheetsS.P. 056-635-035 WEARING COURSE {SPWEA340C)ESTIMATED QUANTITIES MIXTURE FOR BITUMINOUS SURFACE ■ 220 liVSq Yd (2 0")TOTAL estimated QUANTITIES Length Width Mixture Lin Feel/TonFINAL QUANTITIES SPECIFICATION ITEM UNITNO.SlAtion to Station Stations PMt Per Sia of Maioriai Too 0»00 00-24^20.00 2 200 37 45.222 2.211 99 2->20 00-57 *60.00 55 600 40 48.689©2 045 27102104.503 REMOVE CURB & CUTTER UN FT 100 57*80 00-66*80.00 9.000 38.S 47.056 2 125 424 MAIL eoxSupportREMOVE ACCRECATC2104.507 CU YD 9671 73*28 00 62400.00 8.720 385 47.056 2.125 410 82400 00-128455,00 46.5500 4868940 2.045 22762105.507 5U8GBADE excavation CU YD 1000 Address 128455 00-129*44 00 0.690 36 5 47.056 2.125 42 28S09 RT02116.509 ACCRCCATE SURFACING CLASS 1 TON 950 129*44 00-34:-r25.00 213.810 40 46.669 2.045 10453 26512 RT343*25.00-3<4*00.000 0.750 34TON 41 556 2.406 28584 RT2211.509 AGGREGATE BASE CLASS 5 311400 344*00 00-393450.00 49500 28 34.222 28732 RT2922169402215-504 FULL DEPTH RECLAMATION SQ YD 166368 TURN LANE 0*00.00-3*00 00 3.000 10 12.222 29271 LT6.182 37 APPROACHES 29333 LTTYPE SP 975 WEARING COURSE MIX (3.C)T5n 18402360.509 20024 29447 LT20024 2360.509 TYPE SP 12.5 WEARING COURSE MIX (3.CT TOn"24570 29451 LT WEARING COURSE (SPWEB340C)29565 LT2531.S03 CONCRETE CURB 8t CUTTER DESIGN B618 LIN FT MIXTURE FOR BITUMINOUS SURFACE - 275 b/Sq Yd (2.5')30000 LT02540.602 MAIL BOX SUPPORT 22EACH 30015 RTLengthWidthL*n Feel/TonMixture 30527 LTLUMP SUMTRAFFIC CONTROL Sialic lo Station2563 601 Stations1 Feet Per Sla ol Malanal Ton 30415 LT0*00 00-2420.00 2.200 37 56 528 1.769 124®?TTT2574 609 COMMON TOPSOIL BORROW TON 30654 LT2*20 00.57*60.00 55.600 61.11140 1.636 3398 ®31769 LTRAPID STABILIZATION METHOD 3 57*60 00-66*80.002575.523 74 9.000 36.5 58.819 1.700 529 32829 LT?3*28.00-62*n0.00 B 720 38 5 56.619 1.700 513~97gsrLIN FT2560.503 INTERIM PAVEMENT MARKING 33369 RT82*00 00-128*55.00 46.550 40 61.111 1.636 2645 33371 RT4" SOLID’lINE multi COMP UN ft TgTTT 128*55.00-129*44,X2562.503 0.890 365 S6J19 521 700 33577 RT129*44 00-343*25.00 213.810 40 61.111 1.636 13066(d 6" SOUQ LINE MULTI COMP 77404UN FT2562.503 33619 RT343*25.00.344*00.00 0750 34 51 944 1.92S 39 33784 RT®4* BROKEN LINE MULTI COMP TTiT 344*00.00-393*50 002582.S03 49.500 28 42,778UN FT 2.336 2118 34363 RTTURN LANE 0*0000-3*00.00 3.000 10 15.278 466.545O24- SOUQ LINE PREF TAPE CR IN (WR)2582.503 UN FT 72 APPROACHES 1840 Q PAVT MSSC PREF TAPE CR IN (WR)2562.516 SQ FT 49.86 24570 NOTES PERTAINING TO ESTIMATED QUANTITIES ®REMOVAL OF CURB & GUTTER AS INSTRUCTED BY INSPECTOR. REMOVAL OF 2" OR 4” OF AGGREGATE MATERIAL AFTER FULL DEPTH RECUIM HAS TAKEN PLACE. TO BE USED AT THE DISCRETION OF THE ENGINEER FOR AREAS OF DELETERIOUS SUBGRAOE. MAX. DEPTH 2'. INCLUDES QUANTITIES FOR ROAD ENTRANCES AND APPROACHES. 12" FULL DEPTH RECLAMATION INCLUDING TOWNSHIP AND COUNTY ROAD CONNECTIONS, INCLUDES BITUMINOUS MATERIAL FOR TACK COAT. APPROXIMATELY 22 NEW SUPPORTS TO BE INSTALLED PLACE ON SHOULDER. DRIVEWAYS AND BEHIND C&G AS NEEDED. 0) a> 0 YELLOW At 10:50 CYCLE WHITE LOCATED AT CSAH 1. 22. 74, 115. STOP AHEAD LOCATED AT CSAH 1. 0 O 0 CONSTRUCTION NOTES Inspector will mark out the povement marking. Interim pavement morkings will be ploced at o 8:100 cycle. Approximately 94 side connections and entronces will be constructed (3 County Roods, 11 Township Roads, 42 Residential Driveways, 38 Field Enlronces) as directed by the Engineer. Including smoll mill on bock side of poved entrances. Ropid Stobilizotion Method 3 to be Seeded with Seed Mixture 25-141 ond 25-151 in flfsidentiot Driveways. Ropid Stobilizotion Method 3 to be applied at 6 MGAL/ACRE The Performonce Graded Asphalt shall be 58H-34 (MSCR SPECS)■'4; BASIS FOR PLANNED QUANTITIES c. AGGREGATE BASE STANDARD PLATES140 Ibs/Cu FI 2800 Ibs/Cu Yd Compocled 0«r*sity; Grovel Ueterioi ossum«d by weight The following stondord detoll plates opproved by the Federot Highway Adminislroiton, shoH opply to this project. BITUMINOUS SURFACE Plote No. 7I00H 8000J 9350A Description Concrete Curb A Cutter Design B Channelizer Moilbox Support(Swing-owoy Type) 0.06 - 0.09 Gol/Sy Yd no Ibs/inch/Sy Yd Bituminous Moteriol for Toek Coot Bituminous Mixture Sheet NO. 2 of 5 SheetsS.P. 056-635-035CERTinCO B Lie. NO. 57950 4 2 + 80.0 82 + 00.0 129 + 24 0 5 7 + 80.0 128 + 55.0 344 +00 0 344+-00.0 - 393 + 50 0 EXISTING60 0' R/W 600'R/WEXISTING 14' 600'60.0'20.0'R/W R/W 12' 12' (efL SLOPE 002 FT/FT SLOPE 0.02 FT/FT SLOPE 0.02 FT/FT V V V V V V y V V V •>< V V -..-"v V V y' V V \ -E vr x "y •I y y < y V V w V V V V V v V v v y y -,/~>' v xV h 1, EXISTING 6.0' WEAR COURSE t 6.0' AGGREGATE BASE CLASS 5EXISTING 6.0' WEAR COURSE 8. 6' AGGREGATE BASE CLASS 5 2 + 20.0 - 57 + 80.0 82 + 00.0 - 128 + 55.0 129 + 24.0 - 344+00.0 PROPOSED 344 + 00.0 - 393 + 50.0 PROPOSED60.0'R/W 60.0'60.0'60.0'R/WR/W R/W 20.0'14.0'APPROX 220 Ibs/sq yd (2‘) type SP 9 5 WEAR (SPWEA340D APPROX. 275 Ibs/sq yd <2,5') TYPE SP 12.5 WEAR (SPWEB340C) APPRDX. 220 Ibs/sq yd (2') TYPE SP 9.5 WEAR CSPWEA340C) APPRDX. 275 Ibs/sq yd (25') TYPE SP 12.5 WEAR CSPWEB340C) 12' 12' fEropsoiL CDvrieiNG as DIRECIEO S'! ENGINEER TOPSOIL COVERING AS DIRECTED BY E.NGINEERSLOPE 0.02 FT/FT SLOPE 002 FT/FT X y y V y V V V V V V V V V V V v V y v > y y X v X* V SLOPE 0.02 FT/FT SLOPE 0.02 FT/FTy V V y y X /•yy yy \ v/' T\y \y LFULL depth reclamation 120' FULL WIDTH REMOVE 2' OF RECLAIMED AGGREGATE MATERIAL LFULL depth reclamation 12.0' FULL WIDTH REMOVE 2' OF RECLAIMED AGGREGATE MATERIAL '•^f>'15S’Cn>vr iWC’ttC* Sheet No. 3 of 5 SheetsS.P. 056-635-035CERTiriED BY:Lie. NO. 57950 0 + 00 0 - 57 + 80,0 73 + 28.0 128 + 55,0 2 + 20.0 Ca,G RT. - 66 + 80.0 C&G - 82 + 00.0 C8<G - 129+24.0 C&G LT, RT. LT. LT. SUPER ELEVATIONS EXISTINGEXISTING 20' 80'18.5' 18'12' SLOPE 0.04 FT/FT Q. X SLOPE 0.02 FT/FT -0.01 FT/FTSUPER elevation slope varies/ ^ / V /*v /'vx v /'\'y s /-L}I existing 6.0- WEAR COURSE t 6.0' AGGREGATE BASE CLASS 5 B618 CONCRETE CURB & GUTTER EXISTING 6.0' WEAR COURSE 8. 8' AGGREGATE BASE CLASS 5 0 + 00.0 - 57 + 80 0 73 + 28.0 128 + 55.0 2 + 20.0 C&G RT. LT, - 66 + 80.0 C8.G RT. - 82 + 00.0 C8.G LT. - 129 + 24,0 CS.G LT.SUPER ELEVATIONS PROPOSEDPRDPDSED APPROX. 220 Ibs/sq yd (2') TYPE SP 9.5 WEAR (SPWEA340D APPROX. 275 Ibs/sq yd (2.5‘) TYPE SP 12.5 WEAR (SPWEB340C) 20' APPROX 880 Ibs/sq yd (8') TYPE SP 9.5 WEAR (SPWEA340D APPROX. 875 Ibs/sq yd (8.5') TYPE SP 185 WEAR <SPWEB340C) 80- 18.5'18' 12' tvsqil covering as DIRECTED DT ENGINEERtdpsqil covering as DIRECTED BV ENGINEER -0.01 FT/FTSLOPE0.02 FT/FT SUPER ELEVATION SLOPE VARIES LrULL DEPTH RECLAMATION 180’ FULL WIDTH REMOVE 8' OF RECLAIMED AGGREGATE MATERIAL•-FULL DEPTH RECLAMATION M.O' FULL WIDTH REMOVE 4' OF RECLAIMED AGGREGATE MATERIAL Sheet No. 4 of 5 SheetsS.P. 056-635-035CERTiriCO BY:UC. NO. 57950 MC. I NO. I sen-ous e\eSAH 35 1fLASHER/rYPE"A".ft ft rLA^ER/TYPE"A" "20 r1A8"X48" NO. iA . -r:r-END ROAD WORK ROAC eSAH 41 S!GN iVUiv^BER QUANTITYsROAD WORK e Nt'XI 00 MILES ' WORK •I C20-2 4a"X24" Tw .1 5'-9’ MIN. lENGIH G20- 1 60"X36" AHEAD !'Ai.2r»2\/!T - -I. —2 2i ■i 1 1500 ‘i TT" . "20-1 OOP : , 2«"X18” 'i 2:.z:2 A 9 ---- I — ^ :s S.Lt- 5 RT 3J:s ;I—;TYPE jH 82 BARR. 5-9" WJN. length -qS*— 1 2r—r 6V Mi Tr to St or La‘/Ae-------- -— m- - ,j.—1— ____j• - ni--in---------ijr-j--I "'«s. 171-■j 1!T-----------.Ik NOTES ALL CONSTRUCTION SIGNING AS SHOWN BELOW BUT NOT UUiTEO TO SHALL BE THE RESPONSIBILITY OE THE CONTRACTOR. ANY REQUIRED ELACCERS ANO/OH PILOT CAR OPERATIONS SHALL EE EURNISHED BY THE CONTRACTOR AND WlU BE PAID rOR AS PART or TRArriC CONTROL. I * "V-. i \ BRIGHT WOOD SHORE OR. 3CC AVE. NO. 3/FLASHER/TYPE-a' _ "20-1 ^ 46"X48" FLA5HER/rYPE"A" ^1^ W20-1 48"X43" eSAH 115 AU IRAFriC CONIROL DEVICES SHALL CONFORM 10 1HL MOST RECENT EDIIION OF IHE MMUTCO AND ALL REVISIONS. AND THE W051 RECENT EDITION OF THE TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS (FIELD MANUAL). ROAD NO. 4N. WORK . \ AHEAD/WORK AHEAD rrdbo- I T“'. W20-I00P 24"X18” "2P-.10PP_ 24"X18"^ MO I ALL SIGN POSTS SHALL BE POUNDED A = 750' 9 55 MPH325TH STNO. 5 S Izo3 S. ~ X.—INIROAD WORK dC20-S2-72 (LT. OR Rl,1 ■, 72"X24" (MOD);! NEXT 00 MILES -q>!i •320TH STeSAH 22 LlIziL. z i ' ^ i i“~l i p i ; /io>i / BUMP \ \ AHEAD! zz I zW21-5 48"X48" W8-11 48’‘X48W21-2 _48"X48"! :s ! LO - i;I s I 3 i ^ wa-io 3C"X30"o :SHOULDER UNEVEN LANES I z FRESH ■ << 'V,eSAH 74313TH ST z.^ :Ip zI I; ROAD WORK j j NEXT 00 miles! : .-SWB-9 3C’X30";1 1 <48"X48"SHOULDER !1 C2O-S0-7Z (LT. AND ULlli 72"X36" (M0D)|NEXT 00 MILES cr<>jj j z TYPE BS TYPE CC TYPE FFTYPE GG WATER STREET RD TO BE USED IN A MAJOR WORK AREA. WHERE THE SIGNED CONDITIONS EXIST, TO BE USED where THE SIGNED CONDITIONS EXIST.TO BE USED WHERE A DIFFERENCE OF ELEV. BETWEEN LANES EXIST. TO BE USED WHERE THE SIGNED CONDITIONS EXIST.■30CTH ST.in —II—T-J------- LAZY LOOP ’ 750* MIN. ““ -----r_ .750* MIN. I 750’ MIN^ !55 MPH MIN...J Iaia-j !1 major WORK AREA9FLACPERSOH-'BEPHELPS MILL RO ONE UME\ ROAD /V ahead/ eSAH 1 T/PREPARED \.T0 STOP/AHEADzNO. 4p TWIN W20-1 48“X48" W20-4 48"X48“ WZO-7 48'X48’* WJ-4 48"X48’’in ?// o eSAH 1 NO. 3 rr<A!^T i Lv CONTROL -L.AN NO SCALE NO. 2eSAH 35 eSAH 35 5 of 5 SheetsSheet No.S.P. 056-635-035CERTIFIED BY:Lie. NO. 57950 MOrCSSlONAL (E^iWEci' 3138.2 (1) Recycled aggregates contain only recycled asphalt pavement (RAP), recycled concrete materials, recycled aggregate materials, or certified recycled glass, and (2) Must meet the requirements of Table 3138-2. Table 3138-2 Quality Requirements for Recycled Materials Classes 1, 3, 4, 5, 5Q and 6Requirement Maximum Bitumen Content of Composite 3.5% Maximum Masonry block %10% Maximum percentage of glass *10% % in [19 mm]Maximum size of glass * Crushing (Class 5, 5Q and 6) ||10% for Class 5 t, 60% for Class 5Q t and 15% for Class 6 t Maximum amount of Brick 1.0% # Maximum amount of other objectionable materials including but not limited to: wood, plant matter, plastic, plaster and fabric_________ * Glass must meet certification requirements on the Grading and Base website. Combine glass with other aggregates during the crushing operation. t If material > 20% RAP and/or Concrete, Class 5 crushing requirement is met. t If material > 60% RAP and/or Concrete, Class 5Q crushing requirement is met. t If material > 30% RAP and/or Concrete, Class 6 crushing requirement is met. II Material crushed from quarries is considered crushed material. # The Contractor/Supplier may not knowingly allow brick and other objectionable material and must employ a QC process to screen it out, before it becomes incorporated into the final product.________________________________________ 0.3% # Surfacing Aggregates Provide surfacing aggregates in accordance with 3138.2.A, "General," 3138.2.B, "Virgin Materials," and 3138.2.C, "Recycled Materials," and meeting the following requirements: D (1) 100% of the material passes the %" sieve, regardless of the class specified; this modifies the requirements of Tables 3138-3, 3138-4 and 3138-5 for surfacing aggregates. (2) Does not use glass, (3) Recycled concrete materials may only be used for the roadway shoulders and (4) There is no restriction on the bitumen content, if used for shouldering. Note: Class 2 must be composed of 100% crushed quarry rock per 3138.2.B.3. Gradation RequirementsE (1) For products containing less than 25 percent recycled materials, conform to Table 3138-3. (2) For products containing 25 percent or more recycled materials and less than 75% recycled concrete, conform to Table 3138-4. (3) For products containing 75 percent or more recycled concrete, conform to Table 3138-5. (4) Perform gradation tests prior to bituminous extraction. Table 3138-3 Base and Surfacing Aggregate (containing less than 25 percent recycled aggregates) _________ Total Percent Passing __________ Class 2 (Surfacing) Class 3 Class 4 Class 5| (Base) I Class 5Q (Base) Class 6 (Base) Sieve Size Class 1 (Surfacing)(Subbase) (Subbase) 100 100 1002 in 1V2 in 100 65-95 1001 in m 100 190-100 45-85 90 - 100% in 65-90 ao-90 35-70 50-85% in iQ-^5i 35-70 35 -100 35 -100 a^-aQ'15 -45 35-70No. 4 20 - 100 20 - 100 20 - 65i25 - 70)25-45 10-30 20-55No. 10 12-30 5-50 5-35 to-35 13.0-1 fin 5-25 10-30No. 40 5.0-13.0 5.0-10.0 4.0-10.0 3.0-10.0 3.0-7.0No. 200 Minnesota 2016 Standard Specifications 537 3139.2 3139 GRADED AGGREGATE FOR BITUMINOUS MIXTURES 3139.1 SCOPE Provide graded aggregate for use in bituminous mixtures. 3139.2 PLANT MIXED ASPHALT REQUIREMENTS Composition Provide graded aggregate composed of any combination of the following sound durable particles as described in 3139.2B. A Do not use graded aggregate containing objectionable materials including: (1)Metal, Glass, Wood, Plastic, Brick, or Rubber. Provide coarse aggregate free of coatings of clay and silt. (2) (3) (4) (5) (6) Do not add soil materials such as clay, loam, or silt to compensate for a lack of fines in the aggregate. Do not blend overburden soil into the aggregate. Feed each material or size of material from an individual storage unit at a uniform rate. Do not place blended materials from different sources, or for different classes, types, or sizes together in one stockpile unless approved by the Engineer as a Class E aggregate. ClassificationB Class A Provide crushed igneous bedrock consisting of basalt, gabbro, granite, gneiss, rhyolite, diorite, and andesite. Rock from the Sioux Quartzite Formation may contain no greater than 4.0 percent non-Class A aggregate. Do not blend or add non-Class A aggregate to Class A aggregate. B.1 Class BB.2 Provide crushed rock from other bedrock sources such as carbonate and metamorphic rocks (Schist). B.3 Class C Provide natural or partly crushed natural gravel obtained from a natural gravel deposit. Class DB.4 Provide 100 percent crushed natural gravel produced from material retained on a square mesh sieve with an opening at least twice as large as Table 3139-2 allows for the maximum size of the aggregate in the composite asphalt mixture. Ensure the amount of carryover, material finer than the selected sieve, no greater than 10 percent of the Class D aggregate by weight. Class EB.5 Provide a mixture consisting of at least two of the following classes of approved aggregate: (1)Class A, Class B, and Class D. (2) (3) B.6 Steel Slag Steel slag cannot exceed 25% of the total mixture aggregate and be free from metallic and other mill waste. The Engineer will accept stockpiles if the total expansion is no greater than 0.5 percent as determined by ASTM D 4792 Taconite Tailings Obtain taconite tailings from ore mined westerly of a north-south line located east of Biwabik, Minnesota (R15W-R16W) or from ore mined in southwestern Wisconsin. B.7 B.8 Recycled Asphalt Shingles (RAS) Provide recycled asphalt shingles manufactured from waste scrap asphalt shingles (MWSS) or from tear-off scrap asphalt shingles (TOSS). Consider the percentage of RAS used as part of the maximum allowable Recycled Asphalt Pavement (RAP) percentage. See Table 3139-3. 539Minnesota 2016 Standard Specifications 3139.2 B.8.A RAS Gradation MnDOT Laboratory Procedure 1801 Provide RAS in accordance with the following gradation requirements: Table 3139-1 RAS Gradation Sieve size Percent passing V2 in [12.5 mm]100 No. 4 [4.75 mm1 90 B.8.B Binder Content Determine the binder content using chemical extraction meeting the requirements of MnDOT Lab Procedure 1851 or 1852. B.8.C Bulk Specific Gravity The Contractor may use an aggregate bulk specific gravity (Gsb) of 2.650 in lieu of determining the shingle aggregate Gsb in accordance with MnDOT Lab Procedure 1205. Waste MaterialsB.8.D Do not allow extraneous materials including metals, glass, rubber, nails, soil, brick, tars, paper, wood, and plastics greater than 0.5 percent by weight of the graded aggregate as determined by material retained on the No. 4 [4.75 mm] sieve as specified in MnDOT Laboratory Procedure 1801. B.8.E Stockpile Do not blend an RAS stockpile with other salvage material. Do not blend MWSS and TOSS. The Contractor may blend virgin sand material with RAS to minimize agglomeration if the Contractor accounts for the blended sand in the final mixture gradation. CertificationB.8.F Ensure the processor provides RAS certification on the following Department form "Scrap Asphalt Shingles from Manufacture Waste" or "Tear-Off Scrap Asphalt Shingles" at www.dot.state.mn.us/materials/bituminous.html. B.9 Crushed Concrete and Salvaged Aggregate The Contractor may incorporate no greater than 50 percent of crushed concrete and salvaged aggregate in non-wear mixtures. Do not use crushed concrete in wearing courses. B.IO Ash Sewage sludge ash and waste incinerator ash are allowed as an aggregate source at a maximum of 5% of the total weight of the mixture. Sewage sludge ash for use as an aggregate source in wear or non-wear courses must be approved by examination with the Hazard Evaluation Process by MnDOT's Office of Environmental Stewardship. B.ll Recycled Asphalt Pavement (RAP) B.11.A Aggregate Angularity Provide combined RAP and virgin aggregates that meet the composite coarse and fine aggregate angularity for the mixture being produced. B.ll.B Objectionable Material Do not use RAP containing objectionable materials including metal, glass, wood, plastic, brick, or rubber. B.ll.C Asphalt Binder Content Determine the asphalt binder content using the MnDOT Lab Manual Method 1851 and 1852. B.ll.D Bulk Specific Gravity Determine the bulk specific gravity in accordance with MnDOT Laboratory Procedure 1205 or 1815. QualityC C.l Los Angeles Rattler Test.................................. Ensure a coarse aggregate loss no greater than 40 percent. MnDOT Laboratory Procedure 1210 Soundness (Magnesium Sulfate) Maximum loss after 5 cycles on the coarse aggregate fraction (material retained on No. 4 [4.75 mm] sieve for any individual source within the mix) as follows: MnDOT Laboratory Procedure 1219C.2 Percent passing the % in [19 mm] sieve to percent retained on the Vi in [12.5 mm] sieve, < 14%,(1) Minnesota 2016 Standard Specifications540 3139.2 (2)Percent passing the in [12.5 mm] sieve to percent retained on the % in [9.5 mmjsieve, <18%, Percent passing the % in [9.5 mm] sieve to percent retained on the No. 4 [4.75 mm] sieve, < 23%, For the composite if all three size fractions are tested, the composite loss < 18%, and acceptance will be granted if: (4.1) (3) (4) If the Contractor meets the composite requirement, but fails to meet at least one of the individual components, the Engineer may accept the source if each individual component is no greater than 110 percent of the requirement for that component. If the Contractor meets each individual component requirement, but fails to meet the composite, the Engineer may accept the source if the composite is no greater than 110 percent of the requirement for the composite. (4.2) Coarse aggregate that exceeds the requirements in this section for material passing the No. 4 [4.75 mm] sieve cannot be used. MnDOT Laboratory Procedure 1219Spall Materials and Lumps. Spall is defined as shale, iron oxide, unsound cherts, pyrite, highly weathered and/or soft phyllite and argillite (may be scratched with a brass pencil), and other materials having similar characteristics. C.3 Lumps are defined as loosely bonded aggregations and clayey masses. If the percent of lumps measured in the stockpile or cold feed exceed the specification limits, stop asphalt production and determine compliance by dry batching. This procedure may be repeated at any time at the discretion of the Engineer. Maximum limits for Spall and lumps, expressed as percentages by mass, are listed in Table 3139-3. C.4 Insoluble Residue Test........ Use Statewide (except for District 6) MnDOT Laboratory Procedure 1221 If using Class B carbonate materials ensure the portion of the insoluble residue passing the No. 200 [75 pm] sieve is no greater than 10 percent. Use for District 6 ONL Y. If crushed carbonate quarry rock (limestone or dolostone) is used, the minus #200 [75 pm] sized portion of the rock insoluble residue shall not exceed 10% by weight. Blending of sources and/or beds with an insoluble residue up to 15% is allowed to meet the 10% insoluble residue requirement. Individual beds thinner than 6 inches [150 mm] or up to 5% of the total face height, are exempt from the 15% maximum insoluble residue requirement. However, the aggregate producer shall practice good quality control at all times and exclude poor quality stone to the extent practical, regardless of the bed thickness and/or pocket size and location. No carbonate quarry rock from the Platteville Geological Formation is allowed. Gradation Ensure the aggregate gradation broad bands meet the following requirements in accordance with AASHTO T-11 (passing the No. 200 [75 pm] wash) and AASHTO T-27. D (T1U#3139=7I Sieve size C DAB 1 in [25.0 mm]100 % in [19.0 mm]100* V2 in [12.5 mm]100*85 - 100 % in [9.5 mm]85 - 100 ii 10035-90 No. 4 [4.75 mm]60-90 30-80 65-95 No. 8 [2.36 mm]45-70 25-65 45-80 No. 200 [0.075 mm]2.0-7.0 3.0-8.02.0-7.0 * The Contractor may reduce the gradation broadband for the maximum aggregate size to 97 percent passing for mixtures containing RAP, if the oversize material originates from the RAP source. Ensure the virgin material meets the requirement of 100 percent passing the maximum aggregate sieve size._______________________________ Minnesota 2016 Standard Specifications 541 3139.2 Table 3139-3 Mixture Aggregate Requirements Traffic Traffic Traffic Level 4 Traffic Level 2 Level 3 Level 5Aggregate Blend Property <1 million 1 - 3 million 3 -10 million20 year Design ESAL's 10 - 30 million Min. Coarse Aggregate Angularity (ASTM D5821) (one face / two face), %- Wear (one face / two face), %- Non-Wear 55/- 55/- 85/80 95/90 80/75 30/- 30/-60/ - Min. Fine Aggregate Angularity (FAA) (AASHTO T304, Method A) %- Wear %-Non-Wear 4240 44 45 40 40 40 40 Flat and Elongated Particles, max % by weight. (ASTM D 4791)___________ 10 10 10 (5:1 ratio)(5:1 ratio)(5:1 ratio) Min. Sand Equivalent (AASHTO T 176)45 45 Max. Total Spall in fraction retained on the #4 [4.75mm] sieve - Wear Non-Wear _____________ 2.5 1.0 1.05.0 5.0 2.5 2.55.0 Maximum Spall Content in Total Sample - Wear Non-Wear _____ 5.0 1.05.0 1.0 5.0 5.0 2.5 2.5 Maximum Percent Lumps in fraction retained on the #4 [4.75mm] sieve_____________0.5 0.5 0.5 0.5 Class B Carbonate Restrictions Maximum% -#4 [-4.75mm] Final Lift/All other Lifts 100/100 100/100 80/80 50/80 Maximum% +#4 [+4.75mm] Final Lift/All other Lifts_____100/100 100/100 50/100 0/100 Max. allowable scrap shingles-MWSS^^' Wear/Non Wear________________5/5 5/5 5/5 5/5 Max. allowable scrap shingles -TOSS^^^ Final Lift/All other Lifts 5/5 0/55/5 0/0 MWSS is manufactured waste scrap shingle and TOSS is tear-off scrap shingle.(1) 3139.3 PERMEABLE ASPHALT STABILIZED STRESS RELIEF COURSE (PASSRC) AND PERMEABLE ASPHALT STABILIZED BASE (PASB) REQUIREMENTS RestrictionsA Do not use recycled materials including glass, concrete, bituminous, shingles, ash, and steel slag. GradationB The Gradation limits are also considered the Job Mix Formula (JMF) limits. PASBB.l Minnesota 2016 Standard Specifications542