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HomeMy WebLinkAbout18000200135000_Conditional Use Permits_09-07-2000r 0® V/\0 THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER APPLICATION FOR CONDITIONAL USE PERMIT COUNTY OF OTTER TAIL COURTHOUSE, FERGUS FALLS, MN 56537 (218) 739-2271 is£*** COMPLETE THIS APPLICATION IN BLACK INK*** Application Fee / 31307Receipt Number 731'^U9PROPERTY OWNER DAYTIME PHONE ^ ^ LAKE NAME l//) ____ u^ ~ >0- 0 13 J~- cx^ ADDRESS LAKE NUMBE LAKE CLASS o^O BJ A/SECTION TOWNSHIP RANGE TOWNSHIP NAME c-WPARCEL NUMBER nnC/tAKE I.P. HUMDgR’ LEGAL DESCRIPTION Mwi/4- ^ w//> ) EXPLAIN YOUR REQUEST i'o VS£>/}^J4/kC^ 3^ t 6^///f r'^A>aA f f ie ^(3^ f I UNDERSTAND THAT APPROVAL OF THIS REQUEST APPLIES ONLY TO THE USE OF THE LAND. I ALSO UNDERSTAND THAT OTHER PERMITS MAY BE REQUIRED, IT IS MY RESPONSIBILITY TO CONTACT LAND & RESOURCE MANAGEMENT REGARDING THIS MATTER. 4 T-'t SIGNATURE OF PROPERTY OWNER DATE APPLICANT MUST BE PRESENT AT THE HEARING(Applicant Will Receive Notification As To The Date/Time Of Hearing)SCNKDBK-0299-006 294.913 • Victor Lundeen Co.. Prirttar • Fergus FaRs. Minnesota Accepted By Land & Resource L & R Official/Date (^1 >^oo Date Of Planning Commission Hearing Time Planning Commission Motion Chairman/Otter Tail County Planning Commission County Board Action Approved As Recommended Denied As Recommended Other Date of Final ActionChairman/Otter Tail County Board of Commissioners CONDITIONAL USE PERMIT# L & R Official/Date Permit(s) required from Land & Resource Management Yes (Contact Land & Resource Management)No Copy of Application Mailed to Applicant And MN DNR L & R Official/Date Department of LAND & RESOURGE MANAGEMENT ■1 COUNTY OF OTTER TAIL Phone: (218) 739-2271 Court House FERGUS FALLS, MINNESOTA 56537 r- October 10, 2000 Peggy / Auditor’s Office: Our Office has received a request from Dennis Bowman and Gerald Balgaard to withdraw the Conditional Use Application of Ernest Bowman et al (%Dennis Bowman). Our Office has processed the Application, therefore it is only the Recording Fee that can be refunded. The Fees were paid by Gerald Balgaard. Recording Fee ($19.50) to: Gerald Balgaard Since this is the case, please refund the RR Ashby, MN 56309 If you have any questions regarding this matter, please contact me. Thanks, r ; i ; J DATE: 10-06-00 TO WHOM TT CONCERNS: Vo/ /Sj^Iq^/^^qL for a conditional use permit. I wish to withdraw my application 'A' DATE: 10-06-00 TO WHOM TT CONCERNS: for a conditional use permit. wish to withdraw my application OTTER TAIL COUNTY PLANNING COMMISSION otter Tail County Courthouse, Fergus Falls, MN 56537 218-739-2271 Ext. 225 October 18. 2000 Meeting of the Otter Tail County Planning Commission was held on October 18, 2000 at 7:00 P.M. in the Commissioner's Room, Courthouse, Fergus Falls, Minnesota. Roll Call: Members Present: Rod Boyer, Les Estes, Frank Lachowitzer, Joe Maske, Bert Olson, Robert Schwartz, Richard Sha, and Leona Zimmerman. Members Absent: Linda Bergerud and David Trites. Karen Cooper represented the County Attorney's Office and Tim Griep represented the Land & Resource Management Office. Minutes of October 11. 2000: A motion by Boyer, second by Lachowitzer to approve the October 11, 2000 minutes as presented, with one correction on Page 5 “the Commission took a 5 minute bread “break”. Voting: All members in favor. Ernest Bowman et al - Withdrawn: A Conditional Use Permit Application to install water and sediment control basins on existing cropland. Engineering will be completed by West Otter Tail Soil & Water Conservation District according to USDA/NRCS specs. Detailed plans are available for viewing at Land & Resource Management, Otter Tail County Courthouse, Fergus Falls, MN. The property is described as NW1/4 & W1/2 NE1/4, Section 20, Eagle Lake Township: Unnamed Lake (56-259), GD. Tim Griep informed the Planning Commission that this Conditional Use Application was withdrawn. Brad Mergans (SWCD) worked with Bill Kalar and a Grade & Fill Permit was issued. John Moe - Approved As Presented: A Conditional Use Permit Application to install water and sediment control basins on cropland. West Otter Tail Soil and Water Conservation District will complete engineering according to USDA specs. Detailed plans are available for viewing at Land & Resource Management, Otter Tail County Courthouse, Fergus Falls, MN. The property is described as SI/2 of SW % Ex Trs (52.74 Ac) and N1/2 SW1/4 Ex Tr N1/2 SW1/4 (79.84 Ac), Section 10 of Sverdrup Township: Unnamed Lake (56-452), NE. Brad Mergans (SWCD) represented the Application. Motion: A motion by Estes, second by Lachowitzer to approve as presented: rnay do the work this fall. Voting: All members in favor. OTTER TAIL COUNTY PLANNING COMMISSION NOTICE OF PUBLIC HEARING APPLICANT: Ernest Bowman et al %Dennis Bowman 22834 224‘*^ St Fergus Falls MN 56537 HEARING DATE/LOCATION: October 18, 2000 at 7:00 P.M. Commissioner's Room Otter Tail County Courthouse 121 W Junius Fergus Falls, MN 56537 PROJECT DESCRIPTION (AS STATED ON THE APPLICATION): A Conditional Use Permit Application to install water and sediment control basins on existing cropland. Engineering will be completed by West Otter Tail Soil & Water Conservation District according to USDA/NRCS specs. Detailed plans are available for viewing at Land & Resource Management, Otter Tail County Courthouse, Fergus Falls, MN. LAKE NAME/NUMBER/CLASS: Unnamed Lake (56-259), GD E-911 ADDRESS: 35580 County Hwy 126 LEGAL DESCRIPTION: NW1/4 & W1/2 NE1/4, Section 20, Eagle Lake Township The above Applicant has made Application to the Otter Tail County Planning Commission for a Conditional Use Permit as per the requirements of the Shoreland Management Ordinance of Otter Tail County. Details of the Application are available for viewing at the Land & Resource Management Office, 121 W Junius Suite 130, Fergus Falls, MN 56537. Any comments regarding this request may be expressed at the Hearing or fonwarded to the Land & Resource Management Office. INDIVIDUALS REQUIRING SPECIAL ACCOMMODATIONS SHOULD CONTACT THE LAND & RESOURCE MANAGEMENT OFFICE PRIOR TO THE HEARING. Bert Olson October 4, 2000 Chairman Planning Commission Mailing Date NATURAL RESOURCES CONSERVATION SERVICE MINNESOTA CONSTRUCTION AND MATERIALS SPECIFICATIONS FOR DENNIS BOWMAN WATER AND SEDIMENT CONTROL BASIN EAGLE LAKE SEC 20 T 13IN R 40W OTTER TAIL COUNTY SOIL AND WATER CONSERVATION DISTRICT MT=MULT1PLE TRACT NUMBER HEL=HtGHLY ER0D18UE LAND CW=CONVERTED WETLAND FW*I^mRMED WETLAND NA=NONAGRICULTURAi nw=nonanetland aw=aktificial wetland MW-MiNIMAL EFFECT wetland ~~1 NHEL=NON-+<tGHLY EROOIBLE LAND NM/C,MWM,Mi,VR=SPECAl CON ?sE£ N»C?'. * NI=NON-iNVENTORY T=TRACT NUMBER WWiCTAND PC*PRIOR CONVERTED V\^LAND ECW-EXEMPT(C0MMENCED)C0NV'£RTEDWETLAND PHOTO REPRINT MAY 1991 NOT TO SCALE CROP YEAR 2000WEST OTTER TAIL CO TWP »HCTC NC..RANGE !I warning. Contad'NRCS Detore draining, cfetging, filling or teveiing any wet areas or wetianc coced teds or mprovins. modrtymg. ormamifunglriyexistinr. A’* Water and Sediment Basin Construction Specifications For Dennis Bowman, Eagle Lake - Sec 20 T 131N R 40W John Moe, Sverdrup - Sec 10 T 133N R 41W Gordon Setran, St. Olaf- Sec 20 T 131N R 41W James Madison, Tumuli - Sec 33 T 131N R 42W ( WATER ANI} SEDIMENT BASIN CONSTRUCTION SPECIFICATIONS INDEX CONSTRUCTION SPECIFICATIONS MN-26 SALVAGING AND SPREADING TOPSOIL___________________9/89 MN-6 ESTABLISHING PROTECTIVE COVER,9/89 MN-51 CORRUGATED METAL PIPE CONDUITS___11/90 MN-250 CORRUGATED THERMOPLASTIC TUBING______________________11/90 MN-254 .9/89WATER AND SEDIMENT BASIN_ MATERIAL SPECIFICATIONS MN-304 CORRUGATED THERMOPLASTIC TUBING AND FITTINGS_________________________11/90 METAL-COATED CORRUGATED STEEL PIPE 3/90MN-551 .3/90MN-552 ALUMINUM CORRUGATED PIPE. SCS-MINNESOTA-AREA2 WEST OTTER TAIL COUNTY INDEX . V ■ CROiSS SECTIONS NARROW BASE /// ^-4 ■><r D Cut slope Frontslope Backslope Grass entire ridge area__ Depth----! ' Top ' ,>r 4 .v>•*7--------;1 r a-hv--^Natural Ground Line ^PlatBottom (Optional) GRASSED 3ACE SLOPS I/ft3■><r— Frontslope BackslopeCutslope Grass the Backslope only ■ iO? h-^' Plat > Bottom (Optional)Ground Line BROAD BASE I/ Bottom (Optional) 1 The effective top width shall he as follovs; Effective Ton Width■ill Height FtFt. 0 - 5 3 . ■ 6 : . ;8 5-10 . . 10 - 15 . .• •• . • 2/87. •• . • CONSTRUCTION SPECIFICATION MW-26 SALVAGING AND SPREADING TOPSOIL I. SCOPE THE WORK SHALL CONSIST OF SALVAGING TOPSOIL FROM BORROW PITS OR REQUIRED EXCAVATIONS AND SPREADING IT ON THE AREAS SHOWN ON THE DRAWINGS TO THE SPECIFIED DEPTHS.j 2. QUALITY OF TOPSOIL TOPSOIL SHALL CONSIST OF FRIABLE SURFACE SOIL REASONABLY FREE OF GRASS, ROOTS, WEEDS, STICKS, STONES OR OTHER FOREIGN MATERIALS. 3. EXCAVATION AFTER THE SITE HAS BEEN CLEARED AND GRUBBED THE TOPSOIL SHALL BE REMOVED FROM THE DESIGNATED AREAS AND SHALL BE STOCKPILED AT LOCATIONS SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER. DURING EXCAVATION SHALL BE REMOVED AND BURIED AT LOCATIONS SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER OR OTHERWISE REMOVED FROM THE CONSTRUCTION SITE OBJECTIONABLE MATERIALS ENCOUNTERED 4. SPREADING SPREADING SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET OR OTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK. COVERED SHALL BE LIGHTLY SCARIFIED JUST PRIOR TO THE SPREADING OPERATION. DESIGNATED TO BE COVERED BY TOPSOIL, THE TOPSOIL SHALL BE PLACED CONCURRENTLY WITH THE FILL AND SHALL BE BONDED TO THE COMPACTED FILL WITH THE COMPACTING EQUIPMENT. SURFACES DESIGNATED TO BE WHERE COMPACTED FILLS ARE AFTER PLACEMENT IS COMPLETED THE SURFACE OF THE TOPSOIL SHALL BE FINISHED TO A REASONABLY SMOOTH SURFACE. 5. CONSTRUCTION DETAILS THE TOPSOIL SHALL BE SALVAGED FROM WITHIN THE WORK LIMITS. OF 6 INCHES ON TOP OF THE DIKE AREA. THE TOPSOIL SHALL BE SPREAD TO A MINIMUM DEPTH THE MAXIMUM SIZE OF ROCK FRAGMENTS SHALL BE 3 INCHES. S/89SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY SALVAGING AND SPREADING TOPSOIL V i CONSTRUCTION SPECIFICATIONS MN-ff SEEDING, SPRIGGING AND NDDCKING FOR PROTECTIVE COVER T 1. SCOPE THE WORK SHALL CONSIST OF PREPARING THE AREA FOR TREATMENT, FURNISHING AND PLACING SEED, SPRIGS, MULCH, FERTILIZER, INOCULANT, SOIL AMMENDMENTS, AND ASHPALT EMULSION IN THE DESIGNATED AREAS AS SPECIFIED. ; 2. MATERIALS SEED - ALL SEED SHALL CONFORM TO THE CURRENT RULES AND REGULATIONS OF THE STATE WHERE IT IS BEING USED AND FROM THE LATEST CROP AVAILABLES. STANDARDS FOR PURITY AND GERMINATION LISTED IN SECTION 6 OR SHOWN ON THE DRAWINGS. IT SHALL MEET OR EXCEED THE SEED SHALL BE LABELED IN ACCORDANCE WITH THE STATE LAWS AND THE U.S. DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER THE FEDERAL SEED ACT IN EFFECT ON THE DATE OF INVITATIONS FOR BIDS. EVIDENCE OF PURITY AND GERMINATION. ACCEPTED WITH A DATE OF TEST OF MORE THAN 9 MONTHS PRIOR TO THE DATE OF DELIVERY TO THE SITE. . BAG TAG FIGURES WILL BE NO SEED WILL BE SEED THAT HAS BECOME WET, MOLDY, OR OTHERWISE DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTED. NOXIOUS WEED SEED ALLOWABLE SHALL BE AS DEFINED IN THE CURRENT STATE LAWS RELATING TO AGRICULTURAL SEEDS. TYPE OF SEED SHALL BE DELIVERED IN SEPARATE SEALED CONTAINERS AND FULLY TAGGED UNLESS EXCEPTION IS GRANTED IN WRITING BY THE ENGINEER. THE PERCENT OF EACH FERTILIZER UNLESS OTHERWISE SPECIFIED, THE FERTILIZER THE FERTILIZERSHALL BE A COMMERCIAL GRADE FERTILIZER. SHALL MEET THE STANDARD FOR GRADE AND QUALITY SPECIFIED BY STATE LAW. STORAGE, THE CONTRACTOR SHALL FURNISH A SUPPLIER ' S CERTIFICATION OF ANALYSIS AND WEIGHT. THE CONTRACT, A REPRESENTATIVE SAMPLE OF THE FERTILIZER SHALL BE FURNISHED THE ENGINEER FOR CHEMICAL ANALYSIS. WHERE FERTILIZER IS FURNISHED FROM BULK WHEN REQUIRED BY THE INOCULANT FOR TREATING LEGUME SEEDS SHALLINOCULAMTSBE A PURE CULTURE OF NITROGEN-FIXING BACTERIA PREPARED SPECIFICALLY FOR THE SPECIES AND SHALL NOT BE USED LATER THAN THE DATE INDICATED ON THE CONTAINER OR AS OTHERWISE SPECIFIED. MANUFACTURER, SHALL BE USED TO BOND THE INOCULANT TO THE SEED. SCS-MimBSOTA-AREA 2 A MIXING MEDIUM, AS RECOMMENDED BY THE TWO TIMES THE AMOUNT OF THE INOCULANT RECOMMENDED MN-6-1 9/89 WEST OTTER TAIL COUNTY SEEDING, SPRIGGING AND MULCHING FOR PROTECTIVE COVER > BY THE MANUFACTURER SHALL BE USED, EXCEPT FOUR TIMES THE AMOUNT OF INOCULANT RECOMMENDED BY THE MANUFACTURER SHALL BE USED WHEN SEED IS APPLIED BY USE OF A HYDRAULIC SEEDER. AND SHALL NOT REMAIN IN THE HYDRAULIC SEEDER LONGER THAN 4 HOURS. SEED SHALL BE SOWN WITHIN 24 HOURS OF TREATMENT SOIL AMENDMENTS - LIME SHALL CONSIST OF STANDARD GROUND AGRICULTURE LIMESTONE, OR APPROVED EQUIVALENT. GROUND AGRICULTURE LIMESTONE IS DEFINED AS GROUND LIMESTONE MEETING CURRENT REQUIREMENTS OF THE STATE DEPARTMENT OF AGRICULTURE. : STANDARD STRAW MULCH MATERIALS - SHALL CONSIST OF WHEAT, OAT, OR RYE STRAW, HAY, GRASS CUT FROM NATIVE GRASSES OR OTHER PLANTS APPROVED BY THE CONTRACTING OFFICER. SHALL BE AIR DRY, REASONABLY LIGHT IN COLOR, AND SHALL NOT BE MUSTY, MOLDY, CAKED, OR OTHERWISE OF LOW QUALITY. USE OF MULCH THAT CONTAINS NOXIOUS WEEDS WILL NOT BE PERMITTED. THE MULCH MATERIAL THE THE CONTRACTOR SHALL PROVIDE A METHOD SATISFACTORY TO THE CONTRACTING OFFICER FOR DETERMINING WEIGHT OF MULCH FURNISHED. OTHER MULCH MATERIALS - MULCHING MATERIALS, SUCH AS WOOD CELLULOSE FIBER MULCH, SYNTHETIC FIBER MULCH, NETTING, AND MESH ARE OTHER MULCHING MATERIALS THAT MAY BE REQUIRED FOR SPECIALIZED LOCATIONS AND CONDITIONS. WHEN SPECIFIED, MUST BE ACCOMPANIED BY THE MANUFACTURERS RECOMMENDATIONS FOR METHODS OF APPLICATION. THESE MATERIALS, 3. SEEDING MIXTURES. SOD. SPRIGS AND DATES OF PLANTING THE PER ACRE RATE FOR SEED MIXTURES, SPRIGS, OR SOD AND DATE OF SEEDING OR PLANTING SHALL BE AS SHOWN ON THE VEGETATING PLAN OR AS SPECIFIED IN SECTION 6. 4. SEED BED PREPARATION AND TREATMENTAREAS TO BE-TREATED SHALL BE DRESSED TO A SMOOTH, FIRM SURFACE. ON SITES WHERE EQUIPMENT CAN SAFELY OPERATE, (GENERALLY SLOPES 2:1 OR FLATTER) , THE SEEDBED SHALL BE ADEQUATELY LOOSENED (4 TO 6 INCHES DEEP) AND SMOOTHED. CULTIPACKING OR BOTH MAY BE NECESSARY. DISKING OR ON SITES WHERE EQUIPMENT CANNOT OPERATE, THE SEEDBED SHALL BE PREPARED BY HAND BY SCARIFYING TO PROVIDE A ROUGHENED SURFACE SO THAT BROADCASTING SEED WILL STAY IN PLACE. MN-6-2 9/89SCS-mmBSOTA-AREA 2 WEST..X^ SEEDING, SPRIGGING AND MULCHING FOR PROTECTIVE COVER V /( IF SEEDING IS TO BE DONE IMMEDIATELY FOLLOWING CONSTRUCTION, SEEDBED PREPARATION MAY NOT BE REQUIRED EXCEPT ON COMPACTED, POLISHED, OR FRESHLY CUT AREA. ROCKS LARGER THAN 6 INCHES IN DIAMETER, TRASH, WEEDS, AND OTHER DEBRIS THAT WILL INTERFERE WITH SEEDING OR MAINTENANCE SHALL BE REMOVED OR DISPOSED OF AS DIRECTED BY THE GOVERNMENT REPRESENTATIVE. SEEDBED PREPARATION SHALL BE DISCONTINUED WHEN SOIL MOISTURE CONDITIONS ARE NOT SUITABLE FOR THE PREPARATION OF A SATISFACTORY SEEDBED AS DETERMINED BY THE GOVERNMENT ■ REPRESENTATIVE. 5. SEEDING. SPRIGGING. FERTILIZING. MULCHING AND STABILIZING ALL SEEDING OR SPRIGGING OPERATIONS SHALL BE PERFORMED IN SUCH A MANNER THAT THE SEED OR SPRIGS ARE APPLIED IN THE SPECIFIED QUANTITIES UNIFORMLY ON THE DESIGNATED AREAS. THE METHOD AND RATE OF SEED APPLICATION SHALL BE AS SPECIFIED IN SECTION 6 OR AS SHOWN ON DRAWINGS. OTHERWISE SPECIFIED, SEEDING OR SPRIGGING SHALL BE DONE WITHIN 2 DAYS AFTER FINAL GRADING IS COMPLETE. UNLESS FERTILIZER AND SOIL AMENDMENTS SHALL BE APPLIED AS SPECIFIED IN SECTION 6 OR AS SHOWN ON DRAWINGS. SPECIFIED THE FERTILIZER AND SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL AS SOON AS POSSIBLE AFTER BEING APPLIED. WHEN THE RATE, AMOUNT, AND KIND OF MULCHING OR MESH SHALL BE AS SPECIFIED IN SECTION 6 OR AS SHOWN ON THE DRAWINGS. MULCHES SHALL BE APPLIED UNIFORMLY TO THE DESIGNATED AREAS, AND SHALL BE APPLIED TO THE SEEDED AREAS NOT LATER THAN 2 WORK DAYS AFTER SEEDING HAS BEEN PERFORMED. MULCH MATERIALS SHALL BE STABILIZED BY THE USE OF A DISK THE MULCH STRAW TYPE MULCH ANCHORING TOOL OR PLASTIC NETTING. ANCHORING TOOL SHALL HAVE CUTAWAY STRAIGHT DISKS, A DISK SPACING OF ABOUT 8 INCHES, AND BE WEIGHTED SUFFICIENTLY SO AS TO BE CAPABLE OF PUNCHING THE MULCH VERTICALLY 2 TO 3 INCHES INTO THE SEEDBED.A DISK HARROW WITH CONCAVE DISKS SHALL NOT BE USED. THE MESH OR NETTING STABILIZING MATERIALS SHALL BE APPLIED SMOOTHLY BUT LOOSELY ON THE DESIGNATED AREAS, AND THE EDGES SHALL BE BURIED OR SECURELY ANCHORED BY MEANS OF SPIKES OR STAPLES IN ACCORDANCE WITH MANUFACTURER ' S RECOMMENDATIONS. THE CONTRACTOR SHALL MAINTAIN THE MESH OR NETTING AREAS UNTIL ALL WORK ON THE ENTIRE CONTRACT HAS BEEN COMPLETED MN-6-3SCS-MINNBSOTA-ARBA 2 WEST OTTER TAIL COUNTY SEEDING, SPRIGGING AND MULCHING FOR PROTECTIVE COVER V / ■■ AND ACCEPTED. AREAS DAMAGED BY EROSION, WIND, FIRE, OR OTHER CAUSES. SUCH AREAS SHALL BE REPAIRED TO REESTABLISH THE CONDITIONS AND GRADE OF THE SOIL AND SHALL BE REFERTILIZED, RESEEDED, AND REMULCHED PRIOR TO THE NEW APPLICATION OF THE MESH OR NETTING MAINTENANCE SHALL CONSIST OF THE REPAIR OF ; Mit-e-4 9/89SCS-MimESOTA-ARSA 2 OTTEH TAIL CQUmrY SEEDING, SPRIGGING AND MULCHING FOR PROTECTIVE COVER >• X' ■f 6. CONSTRUCTION DETAILS SEED AND MULCH THE CONSTRUCTION AREA AS DIRECTED BY THE TECHNICIAN. THE SEEDING MIXTURE SHALL CONSIST OF THE FOLLOWING SPECIES, VARIETIES AND RATES OF PURE LIVE SEED PER ACRE: SPECIES VARIETIES PLS RATEfLBS/ACRE^/ SMOOTH BROMEGRASS 20 PERENNIAL RYEGRASS 3 NURSE CROP - SEED OATS OR BARLEY AT A RATE OF 1 BUSHEL PER ACRE. SEEDING RATE SPRING - APRIL 1 TO JUNE 15 FALL - AUGUST 1 TO SEPTEMBER 1 NO SEEDING OR MULCHING IS REQUIRED DURING THE PERIOD OF SEPTEMBER 1 THROUGH OCTOBER 15. DORMANT SEEDING WILL BE MADE CONSISTING OF THE PERMANENT SEED MIXTURE. AFTER OCTOBER 15, A SEEDING METHOD - APPLY SEED UNIFORMLY AT THE SPECIFIED RATE BY BROADCASTING, DRILLING OR HYDROSEEDING. HARROW LIGHTLY FOLLOWING THE SEEDING OPERATION TO COVER THE SEED UNLESS THE CULTIPACKER SEEDER EQUIPMENT CANNOT OPERATE. TOOL. COVER THE SEED BY HAND USING A RAKE OR SIMILAR THE FOLLOWING AMOUNT AMOUNT OF PLANT FOODFERTILIZER SHALL BE USED: MATERIAL RATE (LBS/ACRE^ NITROGEN (N) PHOSPHOROUS (P205) POTASH (K20) 80 80 80 INCORPORATE THE FERTILIZER INTO THE SOIL DURING SEEDBED PREPARATION. MULCHING STRAW MULCH SHALL BE APPLIED UNIFORMLY AT A RATE OF 3, 000 LBS. MINIMUM TO 4, 000 LBS. MAXIMUM PER ACRE. STRAW MULCH MATERIAL SHALL BE STABILIZED BY THE USE OF A DISK TYPE ANCHORING TOOL. SaS-MimmSOTA-AREA 2 WEST OTTER TAIL COUNTY SEEDING, SPRIGGING AND MULCHING FOR PROTECTIVE COVER MN-6-5 9/S9 V / . . COMSTRUCTIOM SPECIPICATXOW TOT-51. CORRUGATED METAL PIPE CQMDUITS 1. SCOPE THE WORK SHALL CONSIST OF FURNISHING AND PLACING CIRCULAR, ARCHED OR ELLIPTICAL CORRUGATED METAL PIPE AND THE NECESSARY -'fittings. 2. MATERIALS PIPE AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF MATERIAL SPECIFICATION MN-551 OR MATERIAL SPECIFICATION MN-552, WHICH EVER IS SPECIFIED. UNLESS OTHERWISE SPECIFIED IN SECTION 10 OF THIS SPECIFICATION, PERFORATED PIPE FURNISHED SHALL MEET THE REQUIREMENTS FOR CLASS I PERFORATIONS AS DESCRIBED IN ASTM A 760 OR A 762. 3. COUPLING BANDS AND HARDWARE PIPE JOINT COUPLING BANDS SHALL BE PROVIDED MEETING THE REQUIREMENTS SPECIFIED IN SECTION 10. HARDWARE CONSISTING OF COUPLING BANDS AND BAND FASTENING DEVICES SUCH AS CONNECTING BOLTS, RODS, LUGS AND ANGLES USED IN CONJUCTION WITH ZINC-COATED IRON OR STEEL PIPE SHALL BE GALVANIZED BY HOT DIP METHOD. ALUMINUM PIPE AND ALUMINUM OR ALUMINUM-ZINC ALLOY-COATED IRON AND STEEL PIPE SHAL BE OF THE SAME MATERIAL AS THE PIPE EXCEPT THAT HOT-DIP GALVANIZED OR CADMIUM PLATED FASTENERS MAY BE USED. SURFACE OF ALL BAND FASTENING DEVICES FOR PIPE SPECIFIED WITH BITUMINOUS OR POLYMER COATING SHALL BE COATED WITH ASPHALT MASTIC MATERIALS MEETING THE REQUIREMENTS OF ASTMA 849. BAND SHALL BE COATED SIMILAR TO THAT SPECIFIED FOR THE PIPE UNLESS OTHERWISE SPECIFIED IN SECTION TO. HARDWARE USED IN CONJUCTION WITH THE THE COUPLING COUPLING BANDS SHALL BE INSTALLED TO PROVIDE STRAIGHT ALIGNMENT OF THE CONNECTING PIPE ENDS. SPECIFIED IN SECTION 10, THE BAND WIDTH SHALL BE AS SPECIFIED IN ASTM A 760 AND A 762. ADJACENT PIPE ENDS EQUALLY. CORRUGATED TO MATCH THE CORRUGATIONS OF THE CONNECTING PIPE ENDS. UNLESS OTHERWISE THE BANDS SHALL BE POSITIONED TO OVERLAP THE COUPLING BANDS SHALL BE 4. FABRICATION FABRICATION OF APPURTENENT SECTIONS SHALL BE DONE AS SHOWN ON THE DRAWINGS AND DESCRIBED IN SECTION 10 OF THIS SPECIFICATION. THE ITEMS MAY CONSIST OF INLET SECTIONS, OUTLET SECTIONS, END SECTIONS, ELBOW, SKEW OR BEVELED SECTIONS, ROD REINFORCED ENDS, CUT-OFF COLLARS, OR HEADWALLS. FABRICATION OF THESE APPURTENENT SECTIONS SHALL BE MADE FROM METALIC-COATED 3/90 CORRUGATED METAL PIPE CONDUITS MN-51-1SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY >• ! MATERIALS IDENTICAL TO THOSE FROM WHICH THE ATTACHED FABRICATED. WORKMANSHIP EQUAL TO THAT REQUIRED FOR THE PIPE. PIPE IS FABRICATION SHALL BE OF A QUALITY AND FINISHED 5. HANDLING THE PIPE THE CONTRACTOR SHALL FURNISH EQUIPMENT AS NECESSARY TO PLACE THE PIPE SHALLTHE PIPE WITHOUT DAMAGING THE PIPE OR COATINGS. BE TRANSPORTED AND HANDLED IN A MANNER TO PREVENT DAMAGE TO THE -‘PIPE OR COATING. 6.LAYING AND BEDDING THE PIPE UNLESS OTHERWISESPECIFIED, THE PIPE SHALL BE INSTALLED IN THE PIPE SHALLACCORDANCE WITH THE MANUFACTUR'S RECOMMENDATIONS. BE LAID WITH THE OUTSIDE LAPS OF CIRCUMFERENTIAL JOINTS POINTING UPSTREAM AND WITH LONGITUDINAL LAPS AT THE SIDES AT ABOUT THE VERTICAL MIDHEIGHT OF THE PIPE. FIELD WELDING OF CORRUGATED GALVANIZED IRON OR STEEL PIPE THE PIPE SECTIONS SHALL BE JOINED WITHWILL NOT BE PERMITTED. . FABRICATOR-SUPPLIED COUPLING BANDS MEETING THE SPECIFIED JOINT REQUIREMENTS. FABRICATOR. THE COUPLING SHALL BE MADE AS RECOMMENDED BY THE THE PIPE SHALL BE FIRMLY AND UNIFORMLY BEDDED THROUGHOUT ITS ENTIRE LENGTH TO THE DEPTH AND IN THE MANNER SPECIFIED ON THE DRAWINGS. PERFORATED PIPE SHALL BE LAID WITH THE PERFORATIONS DOWN AND ORIENTED SYMMETRICALLY ABOUT A VERTICAL CENTER LINE. PERFORATIONS SHALL BE CLEAR OF ANY OBSTRUCTIONS AT THE TIME THE PIPE IS LAID. THE PIPE SHALL BE LOADED SUFFICIENTLY DURING BACKFILLING AROUND THE SIDES TO PREVENT ITS BEING LIFTED FROM THE BEDDING. 7. STRUTTING WHEN REQUIRED, STRUTS OR HORIZONTAL TIES SHALL BE INSTALLED IN THE MANNER SPECIFIED ON THE DRAWINGS. STRUTS AND TIES SHALL REMAIN IN PLACE UNTIL THE BACKFILL HAS BEEN PLACED ABOVE THE TOP OF THE PIPE TO A HEIGHT OF 5 FEET OR THE PIPE DIAMETER, WHICHEVER IS THE GREATER, OR HAS BEEN COMPLETED IF THE FINISHED HEIGHT IS LESS THAN 5 FEET ABOVE THE TOP OF THE PIPE; AT WHICH TIME STRUTS OR TIES USED SHALL BE REMOVED BY THE CONTRACTOR. 8. EMBEDMENT IN CONCRETESPECIAL TREATMENT SHALL BE PROVIDED TO PIPE EMBEDDED IN OR ATTACHED TO CONCRETE WHEN THE PIPE IS ALUMINUM OR ALUMINUM-COATED AND ALUMINUM-ZINC ALLOY-COATED. BE INSULATED. POTENTIAL CONTACT SURFACES SHALL ALL ALUMINUM, ALUMINUM-COATED, AND ALUMINUM-ZINC 3/9QMN^51^2SCS'^MimJBSOTA^AREA 2 WEST OTTER TAIL COUNTY CORRUGATED METAL PIPE CONDUITS ( ALLOY-COATED PIPE SURFACES IN CONTACT WITH CONCRETE AND MASONRY SURFACES SHALL BE COATED WITH TWO COATS OF A BITUMINOUS PAINT OF THE CUT-BACK TYPE.PLACEMENT OF THE PIPE SHALL BE SUCH THAT DIRECT METAL-TO-METAL CONTACT WITH OTHER METALLIC MATERIALS, SUCH AS EMBEDDED STELL REINFORCEMENT OR WATER CONTROL GATES, IS PREVENTED.¥ 9 . REPAIR OF DAMAGED COATINGSIANY DAMAGE TO THE METALLIC COATING SHALL BE REPAIRED BY CLEANING THE DAMAGED SURFACE AREA BY SAND BLASTING, POWER DISK SANDING OR WIRE BRUSHING.ALL LOOSE AND CRACKED COATING, DIRT, AND ANY PRODUCES OF CORROSION SHALL BE REMOVED PRIOR TO APPLICATION OF (2) COATS OF PAINT. BE REMOVED BY THE USE OF SOLVENT. OIL AND GREASE SOLVENTS SHALL THE SURFACE SHALL BE CLEAN AND DRY DURING THE PAINTING PERIOD AND UNTIL THE COATING HAS DRIED. PAINTING SHALL BE BY THE USE OF ONE OF THE FOLLOWING OPTIONS BASED UPON INSTALLED EXPOSEURE OF THE PIPE AS DETERMINED BY THE ENGINEER: NORMAL EXTERIOR OR INTERIOR ATMOSPHERIS EXPOSURE(A) ZINC DUST TT-P-641, TYPE I (B) SINGLE-PACKAGE, MOISTURE-CURED URETHANE PRIMER IN SILVER METALLIC COLOR, OR (C) ZINC-RICH COLD GALVANIZING COMPOUND, BRUSH, OR AEROSOL APPLICATION. ZINC OXIDE PRIMER, FEDERAL SPECIFICATION OR TYPE II OR STTBMEROENCE IN WATER EXPOSURE: ZINC DUST TT-P-641, TYPE III, OR ZINC DUST PAINT, MILITARY SPECIFICATION MIL-P-21035, OR ZINC DUST CHLORINATED RUBBER, FEDERAL SPECIFICATION TT- P-1046A, OR EPOXY-POLYAMID, DEPARTMENT OF DEFENSE SPECIFICATION DOD-P-15145- B. (A)ZINC OXIDE PRIMER, FEDERAL SPECIFICATION (B) (C) (D) IF THE METALLIC COATING IS DAMAGED IN ANY INDIVIDUAL AREA LARGER THAN 12 SQUARE INCHES, OR IF MORE THAN 0.2 PERCENT OF A TOTAL SURFACE AREA OF A LENGTH OF PIPE IS DAMAGED, THE LEGTH WILL BE REJECTED. BREAKS OR SCUFFS IN BITUMINOUS COATINGS THAT ARE LESS THAN 36 SQUARE INCHES IN AREA SHALL BE REPAIRED BY THE APPLICATION OF TWO COATS OF HOT ASPHALTIC PAINT OR A COATING OF COLD-APPLIED THE REPAIR COATING SHALL BE AT LEAST 0.05BITUMINOUS MASTIC. INCHES THICK AFTER HARDENING AND SHALL BOND SECURELY MEET THE PHYSICAL REQUIREMENTS FOR BITUMINOUS COATINGS CONTAINED IN ASTM- A-849 AND A-885.WHENEVER INDIVIDUAL BREAKS EXCEED 36 SQUARE 3/90MN-51-3SCS-'MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY CORRUGATED METAL PIPE CONDUITS y /—(( INCHES IN AREA OR WHEN THE TOTAL AREA OF BREAKS EXCEEDS 0.5 PERCENT OF THE TOTAL SURFACE AREA OF A LENGTH OF PIPE, THE PIPE LENGTH WILL BE REJECTED. BITUMINOUS COATING DAMAGED BY WELDING OF COATING PIPE OR PIPE FITTINGS SHALL BE REPAIRED AS SPECIFIED IN THIS SECTION FOR BREAKS OR SCUFFS IN BITUMINOUS COATINGS. i BREAKS OR SCUFFS IN POLYMER COATINGS THAT ARE LESS THAN 36 SQUARE INCHES IN AREA SHALL BE REPAIRED BY THE APPLICATION OF TWO COATS OF A POLYMER METERIAL SIMILIAR TO THE TO AND COMPATIBLE WITH THE DURABILITY, ADHESION AND APPEARANCE OF THE ORIGINAL POLYMER COATING, NOT AS DESCRIBED IN ASTM A 762, PARAGRAPH 11.5.1. THE REPAIR COATING SHALL BE MINIUM THICKNESS OF 0.010 INCHES (10 MILS) AFTER DRYING. 36 SQUARE INCHES IN AREA OR WHEN THE TOTAL AREA OF BREAKS EXCEEDS 0.5 PERCENT OF THE TOTAL SURFACE AREA OF A LENGTH OF PIPE, THE PIPE LENGTH WILL BE REJECTED. WHENEVER INDIVIDUAL BREAKS EXCEED 10 CONSTRUCTION DETAILS AN 10 INCH DIAMETER CORRUGATED METAL PIPE SHALL BE INSTALLED AT THE OUTLET OF THE DRAINAGE TUBING. IT SHALL HAVE A MINIMUM LENGTH OF 12 FEET, A MINIMUM THICKNESS OF 0.064 INCHES (16 GAGE) AND CONFORM TO THE REQUIREMENTS OF MATERIAL SPECIFICATIONS MN-551 OR MN-552. THE TUBING SHALL BE INSERTED INTO THE CORRUGATED METAL PIPE OUTLET SECTION A MINIMUM OF 2 FEET AND A JOINT SHALL BE MORTARED TO FORM A WATERTIGHT SEAL UNLESS A FACTORY TYPE FITTING IS USED TO JOIN THE TUBING AND THE CORRUGATED METAL PIPE. A HINGED ANIMAL GUARD SHALL BE INSTALLED AT THE DOWNSTREAM END OF THE CORRUGATED METAL PIPE. m~51-4 3/90SCS-MINESOTA-AREA 2 WEST OTTER TAIL CODNTT CORRUGATED METAL PIPE CONDUITS >• I\ MN-ENG-09^ 6/84 FILE CODE 210-12 DETAIL OF POLYMERIC CAULKING COMPOUND STRIP PLACEMENT UNDER WATERTIGHT CONNECTING BAND USDA SG S i (no(A I I R t (ft(AO^ i ft :pi 25 1/2” ? gI ui HIUI CMP CONNECTING BAND : 4 ROD AND LUI3S CMP BAND I*1 )I iI:!(OVERLAP MASTIC STRIP WRAP II PLACE MASTIC STRIP ■, BETWEEN THE CONNECTING BAND!S OVERLAP. MASTIC STRIP ■Ir i;IIr ■XI tlI Ii:, » ■ lO ♦ I *) ■- I •o!i ; .i'.- i I I w: I*. . i (( CONSTRUCTION SPECIFICATION MN-250. CORRUGATED THERMOPIASTIC TUBING > 1. SCOPE THE WORK SHALL CONSIST OF FURNISHING AND INSTALLING TUBING AND NECESSARY FITTINGS AND APPURTENANCES.i 2. MATERIALS UNLESS OTHERWISE SPECIFIED, THE TUBING AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF MATERIAL SPECIFICATION MN-304. 3. EXCAVATIONUNLESS OTHERWISE SPECIFIED, EXCAVATION FOR AND SUBSEQUENT INSTALLATION OF EACH TUBING LINE SHALL BEGIN AT THE OUTLET END AND PROGRESS UPSTREAM. THE TRENCH OR EXCAVATION FOR THE TUBING SHALL BE CONSTRUCTED TO THE LINE, DEPTHS, CROSS SECTIONS AND GRADE SHOWN ON THE DRAWINGS. ABOVE THE TOP OF THE TUBING, AT THE OPTION OF THE CONTRACTOR. THE TRENCH WIDTH MAY BE INCREASED TRENCH SHIELDS, SHORING AND BRACING, OR OTHER METHODS, NECESSARY TO SAFEGUARD THE WORKMEN AND WORK, AND TO PREVENT DAMAGE TO THE EXISTING IMPROVEMENTS, SHALL BE FURNISHED, PLACED, AND SUBSEQUENTLY REMOVED BY THE CONTRACTOR. 4. PREPARING THE TILE BEDUNLESS OTHERWISE SPECIFIED, NO FILTER OR ENVELOPE IS REQUIRED. FORM A SEMICIRCULAR GROOVE IN ITS CENTER. THE BOTTOM OF THE TRENCH SHALL BE SHAPED TO IN STABLE SOILS THE TUBING SHALL BE FIRMLY AND UNIFORMLY BEDDED THROUGHOUT ITS ENTIRE LENGTH TO THE SPECIFIED DEPTH AND IN THE SPECIFIED MANNER. IF THE BOTTOM OF THE TRENCH DOES NOT PROVIDE A SUFFICIENTLY STABLE OR FIRM FOUNDATION FOR THE TUBING, CRADLES FOR THE TUBING (CONSTRUCTED OF TIMBER OR FABRICATED LUMBER OF A CLEAT-AND-RAIL TYPE CONSTRUCTION) , A SAND-GRAVEL MIX, OR OTHER APPROVED MATERIALS SHALL BE USED TO STABILIZE THE BOTTOM OF THE TRENCH. MN-2S0-1 11/SOSCS-MINEESOTA-AREA 2 WEST OTTER TAIL COUNTY CORRUGATED THERMOPLASTIC TUBING a / { TUBING SHALL NOT BE LAID ON ROCK FOUNDATION. EVENT THAT BOULDERS, ROCKS OR LEDGE ROCK, OR CEMENTED MATERIALS THAT PREVENT SATISFACTORY BEDDING ARE ENCOUNTERED AT THE REQUIRED GRADE, THE TRENCH SHALL BE EXCAVATED TO A DEPTH OF AT LEAST 6 INCHES BELOW GRADE AND BACKFILLED TO GRADE WITH A SAND-GRAVEL MIXTURE OR OTHER APPROVED MATERIAL. COMPACTED AND SHAPED TO GRADE. IN THE THE BEDDING MATERIAL SHALL BE i "MOLE" TYPE INSTALLATION OF CORRUGATED TUBING IS AN ACCEPTABLE METHOD. MET. EXCEED 5 PERCENT. THE BEDDING REQUIREMENTS SHALL BE STRETCH OF THE TUBING DURING INSTALLATION SHALL NOT 5. LAYING TUBING AND JOINT COVERING ALL TUBING SHALL BE LAID TO GRADE.TUBING SHALL BE LAID SO THAT THERE IS NO REVERSAL OF GRADE UNLESS OTHERWISE SHOWN ON THE DRAWINGS. AFTER PLACEMENT OF THE TUBING IN THE TRENCH AND AFTER BLINDING, BUT PRIOR TO BACKFILLING, SUFFICIENT TIME SHALL ELAPSE TO ALLOW THE TUBING TO CONFORM TO THE TEMPERATURE OF THE TRENCH. ALL SPLIT FITTINGS SHALL BE SECURELY TIED WITH NYLON CORD BEFORE ANY BACKFILL IS PLACED. 6. CONNECTIONSLATERAL CONNECTIONS SHALL BE MADE WITH MANUFACTURED JUNCTIONS COMPARABLE IN STRENGTH WITH THE SPECIFIED TUBING UNLESS OTHERWISE SPECIFIED. WHERE EXISTING TILE LINES NOT SHOWN ON THE DRAWINGS ARE CROSSED, THEY SHALL BE BRIDGED ACROSS THE NEW TRENCH OR THEY SHALL BE CONNECTED INTO THE NEW TILE LINES, DIRECTED BY THE ENGINEER. AS 7. FILTER OR ENVELOPE MATERIAL WHEN A FILTER OR ENVELOPE IS SPECIFIED, THE SHAPE OF THE BOTTOM OF THE TRENCH, GRADATION, AND THE THICKNESS OF THE FILTER OR ENVELOPE MATERIAL TO BE PLACED AROUND THE TUBING SHALL BE AS SHOWN ON THE DRAWINGS OR AS SPECIFIED IN SECTION 10. PLACED IN THE BOTTOM OF THE TRENCH JUST PRIOR TO THE LAYING OF THE TUBING. THE FILTER OR ENVELOPE MATERIAL PLACED OVER THE TUBING AS SHOWN IN FIGURES 4-6A, 4-6B OR 4-6C. ENVELOPE SHALL BE A WELL-GRADED, WASHED SAND AND GRAVEL. THE FILTER OR ENVELOPE MATERIAL SHALL BE THE TUBING SHALL THEN BE LAID AND THE SAND AND GRAVEL MN-250‘-2SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY CORRUGATED THERMOPLASTIC TUBING 11/90 f ( UNLESS OTHERWISE SPECIFIED IN SECTION 10 OR ON THE DRAWINGS, THE GRADATION OF THE ENVELOPE MATERIAL SHALL BE: 100% PASSING THE 1-1/2" SIEVE, NOT MORE THAN 30% PASSING THE NO. 60 SIEVE, AND NOT MORE THAN 5% PASSING THE NO. 200 SIEVE. FOR MNDOT 3126 FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE OR ASTM C 33 FINE AGGREGATE FOR CONCRETE ARE ACCEPTABLE. AGGREGATES MEETING THE REQUIREMENTS 8. BLINDING WHEN A FILTER OR ENVELOPE IS NOT SPECIFIED IN SECTION 10 OR SHOWN ON THE DRAWINGS, THE TUBING SHALL BE PLACED IN THE EXCAVATED GROOVE, AND FRIABLE MATERIAL FROM THE SIDES OF THE TRENCH SHALL BE PLACED AROUND THE TUBING, COMPLETELY FILLING THE TRENCH TO A DEPTH OF NOT LESS THAN 6 INCHES OVER THE TOP OF THE TUBING. TO BE SUITABLE IT MUST NOT CONTAIN HARD CLODS, ROCKS, FROZEN SOIL, OR FINE MATERIAL WHICH WILL CAUSE A SILTING HAZARD TO THE DRAIN. BE BLINDED BY THE END OF THE DAY'S WORK. FOR MATERIAL TUBING PLACED DURING ANY DAY SHALL 9. BACKFILLING THE BACKFILLING OF THE TRENCH SHALL BE COMPLETED AS RAPIDLY AS CONSISTENT WITH THE SOIL CONDITIONS. AUTOMATIC BACKFILLING MACHINES MAY BE USED ONLY WHEN APPROVED BY THE ENGINEER. ABOVE THE GROUND SURFACE AND BE WELL ROUNDED OVER THE TRENCH. BACKFILL SHALL EXTEND UNLESS OTHERWISE SPECIFIED, WHERE TUBING IS LAID UNDER ROADS, TERRACES, AND AT OTHER DESIGNATED LOCATIONS SHOWN ON THE DRAWINGS, THE BACKFILL SHALL BE PLACED IN SUCCESSIVE LAYERS OF NOT MORE THAN 6 INCHES AND EACH LAYER SHALL BE TAMPED BEFORE THE NEXT LAYER IS PLACED. 12/90MN-250-3SCS-MINNESOTA-AHEA 2 WEST OTTER TAIL COUNTY CORRUGATED THERMOPLASTIC TUBING y i:-'' • • -•• •»;, ,, ( •* ( •* “ . * X✓\»/■ -• . w :\\ \ . Oiaemttr/Inside Dleoetsse/*\v: • -■:V./;III .• .• y.ir✓I •X . . X -/\^ I N. •<X > . z-/\tXI • .*✓'----- — / *...--------:—I • ^ *-• ■..i ¥^ CMlstarbsS ■ Kaarlsl x'\ X X777777 Cptltral ^I^SpBSQldsIl Boccsn *** Width • XL .. r7r ✓X . -r<1. -X ✓N BBSCiog few A 90-CEsass "v cactw; Qieslds* OlKetsr Zkislde Olaseter r XXrtO.TOTrl «J,293rj (0.«l4t){CD/2)(03)(IB)In.In.In.In.In.In. O.S1-3 0.73.5 1.8. 3 0-71-7 1.0. 4.8 Z.44 I2.1 0.9 1.255.0 3.0 2.87.2 3.S 1-1 U5 3.4 2.04.8 1-49.68 1.8 2.84.212.0 5.010 2.1 3.05.17.21214.4 18.0 2.5 3.75.4IS9.0 . •values 4» based en typical outside dlaBstets i4il^ ace assiaed to be 20%. qreseer tban tt)e Inside dlaaetets. Flexible Tubing Without Sand and Gravel Filter or Support Envelope • ,Figure 4-5 •t V i {SCS-Minnesota 11^-250-4 11/90 . V. s . r • I •I .t I CO !■I* I ! a ia—-j GROUND SURFACE TTfmrrmT ,TRENCH WIDTH (DI/I /y7777f/7TA trench width 1 oft(U trench width I backfill :backfill backfill1 ii I KJ granularlilgranular. 6*o SOIL6“SOILI 1 (II impermeable sheetliii -.'A',tJf- MIN MINIMUM BOTTOM OF TRENCH-/SAND AND. gravel SAND riqure 4-fib. 1\iMn<| Qicaseti In , Siuvl and (travel Qnvelopn tNosl^ned ; ‘ as a Flltsr, min AND gravel I BOTTOM OF TRENCH AND GRAVEL I. SANDPIcAire 4-fia. TublfKT Pncasod In Sand A.ml Cra\«l ^)1v«lope Cor ‘ Supfnrt.II ‘ •' 1 I 'N Flours 4-So, lUbtnq Rncasad tn Sand ami CravAl Ofivalopo Paslqnfid . as a Ptltsr with an Iii|>annaabl«•, shMt.iuch aaPlastlo. .. ■ “.............................. la • I o III'''/ i! :ry :'w .• I . V f fyy ■■ '".ml . I 4 ,ri;; I i ( 10. CONSTRUCTION DETAILS THE MINIMUM DEPTH OF COVER OVER THE TUBING SHALL BE 2 FEET. NO REVERSALS* IN THE SLOPE OF THE TUBING SHALL BE PERMITTED. :INLETS SHALL BE HICKENBOTTOM TYPE OR EQUAL. ALL INLETS, EXCEPT THE TOP INLET, SHALL BE OFFSET FROM THE MAIN TUBING A MINIMUM OF 8 FEET. A MINIMUM OF 8 FEET OF NON-PERFORATED CORRUGATED THERMOPLASTIC TUBING SHALL BE INSTALLED DOWNSTREAM FROM ANY INLET. IF EMPLOYEES WILL ENTER THE TRENCH EXCAVATION AND THE TRENCH EXCAVATION EXCEEDS 5 FEET IN DEPTH, THE TRENCH SHALL BE SLOPED TO 1 AND 1/2 HORIZONTAL TO 1 VERTICAL SIDE SLOPE OR FLATTER, OR A TRENCH SHEILD SHALL BE USED. 4-7 FOR DETAILS. SEE MN-250 SPECIFICATION, FIGURE AN ORFICE PLATE SHALL BE INSTALLED 0.3 FEET BELOW GROUND SURFACE, THIS ORIFICE PLATE SHALL HAVE THE FOLLOWING OPENINGS. INCH ORIFICE INCH ORIFICE LP-1 LP-2 2.0 2. 0 21/30MN-250-6SCS-MINNESOTA-ARBA 2 WEST OTTER TAIL COUNTY CORRUGATED THERMOPLASTIC TUBING V CI ORIGINAL GROUND @1 1.5 1.5 TRENCH SHIELD/ TUBING rV^If ORIGINAL GROUND @ 111.5 1.5 -TUBING TILE TRENCH ALTERNATIVES (NOT TO SCALE) FIGURE 4-7 MN-250-7 REV. 9/10/97 • > ..- ('I CONSTRUCTION SPECIFICATION NN-254. WATER AND SEDHiENT BASINS 1. SCOPE THE WORK SHALL CONSIST OF CONSTRUCTING WATER AND SEDIMENT BASINS AT THE LOCATIONS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. « / 2. SITE PREPARATION THE BASIN BASE SHALL BE SCARIFIED AND EXCESSIVE TRASH REMOVED BEFORE THE BASIN IS BUILT. AND DITCHES TO BE CROSSED SHALL BE FILLED BEFORE CONSTRUCTION. ALL OLD DEAD FURROWS 3. RIDGE HEIGHT THE TOP OF THE CONSTRUCTED RIDGE SHALL BE BUILT TO THE DESIGN HEIGHT PLUS AN OVERFILL FOR SETTLEMENT AS SHOWN ON THE DRAWINGS OR AS STAKED IN THE FIELD. 4. BASIN CHANNEL THE BASIN SHOULD BE BUILT TO THE GRADE SPECIFIED. CHANNEL SHALL BE FINISHED WITHOUT DEPRESSIONS WHICH WILL TRAP WATER. LEAD THE FLOWS WITHOUT DEPRESSIONS TO THE INTAKE. THE ON TILE OUTLET BASINS, THE CHANNEL SHOULD 5. BORROWTOPSOIL SHALL BE STOCKPILED AND REPLACED WHERE HEAVY CUTS EXPOSE UNFAVORABLE SUBSOIL. TAKEN TO IMPROVE THE TOPOGRAPHY. GENERALLY, BORROW SHOULD BE 6. CUTS AND FILLS WHEN CUTS AND FILLS ARE REQUIRED TO IMPROVE ALIGNMENT, CUTS SHOULD BE MADE ON THE RIDGES AND HIGH AREAS OR AS DIRECTED BY THE ENGINEER. WILL NOT BE PERMITTED UNLESS DIRECTED BY THE ENGINEER. BORROW FROM DEPRESSION AREAS 7. TILE OUTLETTHE INTAKE SHALL BE BUILT AS SHOWN ON THE DRAWINGS OR AS STAKED. OR BELOW TO REMOVE ALL SURFACE WATER FROM THE BASIN CHANNEL. THE TRENCH BENEATH THE BASIN RIDGE MUST BE SLOPED BEFORE OR DURING BACKFILLING. MUST HAVE ADEQUATE MOISTURE TO PERMIT COMPACTION AND BE SUFFICIENTLY COMPACTED TO PREVENT UNDUE SETTLEMENT. THE OPENINGS SHALL EXTEND DOWN TO GROUND LEVEL BACKFILL MATERIAL 8. RIDGE COMPACTIONTHE THICKNESS OF EACH LAYER OF FILL COMPACTED BY HEAVY EQUIPMENT SHALL NOT EXCEED 9 INCHES BEFORE COMPACTION.EACH MN-254-1 9/89SCS-MINNBSOTA-AREA 2 WEST OTTER TAIL COIMFY WATER AND SEDIMENT BASIN » i ( \ LAYER OF FILL SHALL BE COMPACTED BY EITHER: (1) ROUTING OF HAULING AND SPREADING EQUIPMENT OVER THE FILL IN SUCH A MANNER THAT EVERY POINT ON THE SURFACE OF EACH LAYER OF FILL WILL BE TRAVERSED BY NOT LESS THAN TREAD TRACK OF THE LOADED EQUIPMENT TRAVELING IN A DIRECTION PARALLEL TO THE MAIN AXIS OF THE FILL; OR (2)AN EQUIVALENT METHOD APPROVED BY THE TECHNICIAN. ALL EARTH FILL ADJACENT TO CONDUITS AND STRCTURES SHALL BE PLACED IN LAYERS NOT MORE THAN 6 INCHES THICK BEFORE COMPACTION. EQUIVALENT TO THAT OF THE SURROUNDING SOIL MATRIX (NATURAL GROUND OR FILL) BY MEANS OF HAND TAMPING OR MANUALLY DIRECTED POWER TAMPER. SUCH FILL SHALL BE COMPACTED TO A DENSITY UNLESS OTHERWISE SPECIFIED, HEAVY EQUIPMENT INCLUDING BACKHOE MOUNTED POWER TAMPERS OR VIBRATING COMPACTORS, AND MANUALLY DIRECTED VIBRATING ROLLERS, SHALL NOT BE OPERATED WITHIN 2 FEET OF ANY CONDUIT. THE PASSAGE OF HEAVY EQUIPMENT WILL NOT BE ALLOWED OVER ANY TYPE OF CONDUIT UNTIL BACKFILL HAS BEEN PLACED ABOVE THE TOP OF THE SURFACE OF THE CONDUIT TO A HEIGHT OF TWO FEET. MOISTURE CONTENT OF FILL MATERIAL SHALL BE SUCH THAT WHEN KNEADED IN THE HAND, THE SOIL WILL FORM A BALL WHICH DOES NOT READILY SEPARATE. MAINTAINED WITHIN THE LIMITS REQUIRED TO: (A) PREVENT BULKING OF FILL MATERIAL UNDER THE ACTION OF HAULING OR COMPACTING EQUIPMENT; (B) PREVENT ADHERENCE OF FILL MATERIAL TO TREADS AND TRACKS OF HAULING OR COMPACTING EQUIPMENT; AND (C) INSURE BLENDING OF SOIL AND ROCK INTO A REASONABLY HOMOGENEOUS MASS. MOISTURE CONTENT OF FILL MATERIAL SHALL BE $/B3MN-254*-2SCS-MINESOTA~AREA 2 WEST OTTER TAIL COUNTY WATER AND SEDIMENT CONTROL BASIN :>■ (! 9. CONSTRUCTION DETAILS THE CONSTRUCTED BASIN RIDGE HEIGHT SHALL BE THE DESIGN RIDGE HEIGHT PLUS 5% FOR SETTTLEMENT. THE EMBANKMENT SIDE SLOPES SHALL BE 6 HORIZONTAL TO 1 VERTICAL OR FLATTER, THE FRONTSLOPE SHALL BE 3 HORIZONTAL TO 1 VERTICAL OR FLATTER, AND THE BACKSLOPE SHALL BE 6 HORIZONTAL TO 1 VERTICAL OR FLATTER. ! THE TILE EMBANKMENT SHALL HAVE 10 HORIZONTAL 1 VERTICAL SIDE SLOPES PERPENDICULAR TO THE TILE LINE AND SHALL HAVE A 3 HORIZONTAL TO 1 VERTICAL SIDE SLOPES PARALLEL TO TILE LINE (TOWARDS WATERWAY) . THE EFFECTIVE TOP WIDTH SHALL BE 3 FEET OR WIDER. THE TUBING TRENCH BENEATH THE BASIN RIDGE SHALL BE SLOPED BEFORE OR DURING BACKFILLING TO A 1 AND 1/2 HORIZONTAL TO 1 VERTICAL SIDE SLOPES OR FLATTER.AFTER TUBING HAS BEEN INSTALLED, THE TRENCH WILL BE COMPACTED TO IT'S ORIGINAL DENSITY. MANUAL TAMPING WILL BE REQUIRED UNTIL ADEQUATE COVER IS ATTAINED TO PREVENT DAMAGE TO THE TUBING. MN—254^3 9/S9SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY WAITER AND SEDIMENT BASIN y f\ MATERIAL SPECIFICATION MN-304 CORRCGATED THERMOPLASTIC TUBING ANU FITTINGS 1. SCOPE THIS SPECIFICATION COVERS THE QUALITY OF CORRUGATED THERMOPLASTIC TUBING AND FITTINGS. * 2. TUBING AMD FITTINGS CORRUGATED POLYETHYLENE TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION F 405 OR TO THE REQUIREMENTS OF ASTM SPECIFICATION F 667 AS APPROPRIATE FOR THE NOMINAL SIZES SPECIFIED. CORRUGATED POLY (VINYL CHLORIDE) TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION F 800. IF PERFORATIONS ARE SPECIFIED, THE TUBING SHALL ALSO CONFORM TO THE FOLLOWING ADDITIONAL REQUIREMENTS, AS APPROPRIATE. A.PERFORATIONS. INLET AREA SHALL BE AT LEAST 1.0 IN- TUBING. IF PERFORATIONS ARE SPECIFIED, THE WATER ^ PER LINEAL FOOT OF THE INLETS SHALL BE EITH CIRCULAR PERFORATIONS OR SLOTS ABOUT EQUALLY SPACED ALONG THE LENGTH AND CIRCUMFERENCE OF THE TUBING IN NOT LESS THAN THREE ROWS. CIRCULAR PERFORATIONS SHALL NOT EXCEED 3/16 INCH IN DIAMETER.SLOTS SHALL NOT BE MORE THAN 1/8 INCH WIDE AND IN THE MIDDLE OF THE SLOT VALLEY SO THAT THERE IS A SHOULDER ON EACH SIDE OF THE SLOT. SHALL BE CLEARLY CUT. SLOTS AND CIRCULAR PERFORATIONS MEASURE DIMENSIONS OF PERFORATIONS ON A STRAIGHT SPECIMEN. NO EXTERNAL FORCES SHALL BE APPLIED. MEASUREMENTS WITH INSTRUMENTS ACCURATE TO 0.01 INCH. B. MAKE LINEAR 3. MARKING THE TUBING SHALL BE MARKED AS REQUIRED IN THE APPROPRIATE ASTM SPECIFICATION. SCS^-MINNESQTA^AREA 2 mST OTTER TAIL COUNTY CORRUGATED THERMOPLASTIC TUBING AND FITTINGS 11/20MN—3Q4—1 y //—" H&TERUa SSECIFIOVIIOlIt METALLIC-COATED COHRUGATBD STEEL PIPEMN-551. 1. SCOPE THIS SPECIFICATION COVERS THE QUALITY OF ZINC-COATED, ALUMINUM-COATED, AND ALUMINUM-ZINC ALLOY-COATED CORRUGATED STEEL PIPE AND FITTINGS. : 2. PIPEALL PIPE SHALL BE METALLIC ZINC-COATED, ALUMINUM-COATED, OR ALUMINUM-ZINC ALLOY-COATED CORRUGATED STEEL PIPE AND FITTINGS CONFORMING TO THE REQUIREMENTS OF ASTM A 760, A 762, AND A 885 FOR THE SPECIFIED TYPE, CLASS FABRICATION OF PIPE AND COATING, AND TO THE FOLLOWING ADDITIONAL REQUIREMENTS: (1) THE PIPE SHALL BE FABRICATED SO THAT THE RIVET SPACING IN THE CIRCUMFERENTIAL SEAMS SHALL NOT EXCEED 3 INCHES, EXCEPT THAT 12 RIVETS WILL BE SUFFICIENT TO SECURE THE CIRCUMFERENTIAL SEAMS IN 12-INCH PIPE, AND (2) IN THOSE PORTIONS OF THE LONGITUDINAL SEAMS THAT WILL BE COVERED BY THE COUPLING BANDS THE RIVETS AND HOLES SHALL BE OMMITED AND THE SEAMS SHALL BE CONNECTED BY WELDING TO PROVIDE A MINIMUM OF OBSTRUCTION TO THE SEATING OF THE COUPLING BANDS. WHEN CLOSE, RIVETED PIPE IS SPECIFIED:A. DOUBLE RIVETING OR DOUBLE SPOT WELDING FOR PIPE LESS LESS THAN 42 INCHES IN DIAMETER MAY BE REQUIRED. WHEN DOUBLE RIVETING OR DOUBLE SPOT WELDING IS SPECIFIED, THE RIVETING OR WELDING SHALL BE DONE IN A MANNER SPECIFIED FOR PIPE 42 INCHES OR GREATER IN DIAMETER. B. 3. COATINGSCOATINGS DESCRIBED HEREIN, UNLESS SPECIFIED OTHERWISE, REFER TO EQUALLY BOTH THE INSIDE AND OUTSIDE PIPE SURFACES. WHEN COATINGS IN ADDITION TO METALLIC COATINGS ARE SPECIFIED, THEY SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 762, A 849, AND A 885 FOR THE SPECIFIED TYPE. POLYMER COATED PIPE, UNLESS OTHERWISE SPECIFIED, SHALL BE COATED ON EACH SIDE WITH A MINIMUM THICKNESS OF 0.01 INCHES (10 MILS), DESIGNATED AS GRADE 10/10 IN ASTM A762. 3/90HKF-552-1SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY METALLIC-COATED CORRUGATED STEEL PIPE > V-'"/iI 4. COUPLING BANDS COUPLING BANDS ARE TO BE PROVIDED FOR EACH SECTION OF PIPE. THE HARDWARE FOR FASTENING THE COUPLING BAND TIGHTLY TO THE CONNECTING PIPE SHALL BE FABRICATED TO PERMIT TIGHTENING SUFFICIENTLY TO PROVIDE THE REQUIRED JOINT TENSILE STRENGTH, AND IF REQUIRED — WATERTIGHTNESS, WITH OUT FAILURE OF ITS FASTENING. GASTETS, IF SPECIFIED, ARE TO BE PROVIDED FOR EACH COUPLING BAND. -• THE FABRICATION OF COUPLING BANDS AND FASTENING HARDWARE, IN ADDITION TO THE ABOVE, SHALL BE SUFFIENT TO PROVIDE THE REQUIRED GASKET SEATING WITHOUT WARPING, TWISTING OR BENDING. 5. FITTINGS FITTING SHALL BE MADE FROM STEEL CONFORMING TO ASTM A 444. A THE COATINGS OF FITTINGS SHALL BE742, A 806, A 819, AND A 885. THE SAME AS THAT SPECIFIED FOR THE CONTIGUOUS CORRUGATED METALLIC-COATED PIPE. WELDED SURFACES AND ADJACENT SURFACES DAMAGED DURING WELDING SHALL BE TREATED BY REMOVAL OF ALL FLUX RESIDUE AND WELD SPLATTER. THE AFFECTED SURFACES SHALL BE CLEANED TO BRIGHT METAL BY SAND BLASTING, POWER DISK SANDING, OR WIRE BRUSHING. THE CLEANED AREA SHALL EXTEND AT LEAST ONE-HALF INCH INTO THE UNDAMAGED SECTION OF THE COATED AREA. WITHIN 24 HOURS OF COMPLETION OF SURFACE PREPARATION ALL TREATED SURFACES SHALL BE PAINTED WITH TWO (2) COATS OF ONE OF THE FOLLOWING PAINT SYSTEMS. (A)ZINC DUST-ZINC OXIDE PRIMER, FEDERAL SPECIFICATION TT-P-641, TYPE III, OR; ZINC DUST PAINT, MILITARY SPECIFICATION MIL-P-21035, OR;(B) (C)ZINC DUST CHLORINATED RUBBER, FEDERAL SPECIFICATION TT-P- 1046A, OR; (D)EPOXY-POLYAMID, DEPARTMENT OF DEFENSE SPECIFICATION DOD-P- 15145 B. 3/90MN-551-2SCS-^MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY METALLIC-COATED CORRUGATED STEEL PIPE » ( MATERUUCt SPECIFICATIONS MN-552. ALXJMIINCW CORRUGATED PIPE 1. SCOPE * THIS SPECIFICATION COVERS THE QUALITY OF ALUMINUM CORRUGATED PIPE AND FITTINGS. ; 2. PIPE ALUMINUM CORRUGATED PIPE AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM B 745 OR B 790 FOR THE SPECIFIED PIPE SHEET THICKNESS, SHAPE TYPE, FABRICATION METHOD, AND THE FOLLOWING ADDITIONAL REQUIREMENTS: WHEN CLOSE RIVETED PIPE IS SPECIFIED: (1) THE PIPE SHALL BE FABRICATED SO THAT THE RIVET SPACING IN THE CIRCUMFERENTIAL SEAMS SHALL NOT EXCEED 3 INCHES, EXCEPT THAT 12 RIVETS WILL BE SUFFICIENT TO SECURE THE CIRCUMFERENTIAL SEAMS IN 12-INCH PIPE; AND (2) IN THOSE PORTIONS OF THE LONGITUDINAL SEAMS THAT WILL BE COVERED BY THE COUPLING BANDS THE RIVETS SHALL HAVE FINISHED FLAT HEADS OR THE RIVETS AND HOLES SHALL BE OMITTED AND THE SEAMS SHALL BE CONNECTED BY WELDING TO PROVIDE A MINIMUM OF OBSTRUCTION TO THE SEATING OF THE COUPLING BANDS. A. 3.COATINGS BITUMINOUS COATINGS, WHEN SPECIFIED, SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 849. 4. COUPLING BANDS COUPLING BANDS ARE TO BE PROVIDED FOR EACH SECTION OF PIPE. THE HARDWARE FOR FASTENING THE COUPLING BAND TIGHTLY TO THE CONNECTING PIPE SHALL BE FABRICATED TO PERMIT TIGHTENING SUFFICIENTLY TO PROVIDE THE REQUIRED JOINT TENSILE STRENGTH AND IF REQUIRED — WATERTIGHTNESS, WITHOUT FAILURE OF ITS FASTENING. GASKETS, IF SPECIFIED, ARE TO BE PROVIDED FOR EACH COUPLING BAND. THE FABRICATION SHALL ALSO BE SUFFICIENT TO PROVIDE THE REQUIRED GASKET SEATING WITHOUT WARPING, TWISTING, OR BENDING. GASKETS PROVIDED WITH CONNECTING BANDS MEETING REQUIREMENTS FOR SPECIAL JOINTS IN ERODIBLE SOIL CONDITIONS SHALL BE AS SPECIFIED IN ASTM A 760. MN-552-1 3/90SCS-MINNESOTA-AREA 2 WEST OTTER TA.IL COUNTY ALUMINUM CORRUGATED PIPE V i 5. FITTINGS FITTINGS SHALL BE MADE FROM SHEET ALUMINUM MEETING THE REQUIREMENTS CONTAINED IN ASTM B 744. THE COATING FOR FITTINGS SHALL BE THE SAME AS THAT SPECIFIED FOR THE CONTIGUOUS CORRUGATED ALUMINUM PIPE. , FITTINGS THAT ARE WELDED DURING FABRICATION SHALL BE DONE IN GOOD -■WORKMAN LIKE MANNER AND FINISHED LEAVING A CONTINOUS SMOOTH SURFACE.ALUMINUM WELDING ELECTRODES USED SHALL CONFORM TO THE REQUIREMENTS OF AMERICAN WELDING SOCIETY SPECIFICATION AWS A5.10, "SPECIFICATIONS FOR ALUMINUM AND ALUMINUM ALLOY WELDING RODS AND BARE ELECTRODES. "WELDED SURFACES AND ADJACENT SURFACES DAMAGED DURING DURING WELDING SHALL BE TREATED BY REMOVAL OF ALL WELD SPLATTER. BY SAND BLASTING, POWER DISK SANDING, OR WIRE BRUSHING. CLEANED AREA SHALL EXTEND AT LEAST ONE-HALF INCH INTO THE UNDAMAGED SECTION OF COATED AREAS. THE AFFECTED SURFACE SHALL BE CLEANED TO BRIGHT METAL THE WITHIN 24 HOURS OF COMPLETION OF SURFACE PREPARATION ALL TREATED SURFACES SHALL BE PAINTED WITH TWO (2) COATS OF A CHROMATE RICH PRIMER AND ALLOWED TO DRY PRIOR TO EXPOSURE TO WEATHERING CONDITIONS. ALUMINUM SURFACES FABRICATED IN CONTACT WITH STEEL, IRON OR OTHER METALS SHALL BE COATED WITH A ZINC-CHROMATE PRIMER AND ALLOWED TO DRY PRIOR TO CONTACT. MN-552-2 3/90SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY ALUMINUM CORRUGATED PIPE > LAND AND RESOURCE MANAGEMENT OTTER TAfL COUNTY COURTHOUSEi 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 Plannirig Commission for dtter Tail County, Minnesota, do hereby certify that on the__-day of -----------_, 2000, the attached Notice of Hearing and was duly served upon the following: % County Sheriff County Highway Engineer , Courthouse Otter Tail COLA, John Matteson, R#2 Box 40W, Battle Lake. MN 56515 MPCA, 116 E Front St., Detroit Lakes, MN 56537 Terry Lejcher, DNR, Div. of Waters, 1221 E Fir Ave, Fergus Falls, MN 56537 Bruce Winterfeldt, DNR, Trails & Watenways, 1221 E Fir, Fergus Falls, MN 56537 Arlin Schalekamp, DNR, Div.of Fisheries, 1221 E Fir Ave, Fergus Falls, MN 56537 Doug Wells, DNR. Div. of Wildlife. 1221 E Fir Ave. Fergus Falls, MN 56537 Sartie Envelope Planning Commission Members, Town^ip Clerk, Lake A^ociation 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 (8 - total) . (PC/Affidavit)7/00 O''AIL COUNTYTA901LACS Tax System09/21/2000 09:29:16 Nam^Adders*' Legal Modeler COVERPAGE *******************************************************************************MRONNING MRONNING MRONNING MRONNING ******************************************************************************* * * * ** * ** * ** * * * * ** * ** * ** * * ****** * Report Selection: SELECT BY SEC/TWP (PLATS) 2001 SELECT MODEL 129 PAYABLE YEAR ROLL TYPES SECTION PLATTOWNSHIP RINCLUDE 16 THRU 21 ALLINCLUDE 0018 SORT MODEL 001 SORT BY PARCEL NUMBER MAXIMUM NUMBER OF LEGAL LINES TO PRINT....10 WHAT RELATIONSHIP SHOULD PRINT?..(blank for all)..0 Print Address?...Y Run Instructions: Jobq Banner J MRONNING Copies Form Printer Hold Space 01 PI N S Lines CPI 066 10LPI6 OTTER TAIL COUNTYTA901LACS Tax System09/21/2000 09:29:16 Name & Address PAGE 1Name Address Legal Modeler Dist T/C Sch LegalSpl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #StatusTaxpayer *♦*******★*********★**’*'***************★* 2001 R18000160102000SECT-16 TWP-131 RANGE-0401803 0018 05420039279 PRI PETER D LINN6920 CLAYTON AVE E INVER GROVE HEI MN 30.00 AC55076-2120 SWl/4 NEl/4 EX TR 2001 R18000160102001SECT-16 TWP-131 RANGE-0401803 0018 05420093281 PRI THOMAS W & WAIVA J MURRAY RR 1 BOX 152A BATTLE LAKE MN 20.78 AC56515-9786 PT SEl/4 NEl/4 & S 75' OF NEl/4 NEl/4 ELY OF DESC LN- COM SE COR OF SEl/4 NEl/4 N 89 DEG W 657.45' TO BG OF LN N 1374' & TERM LIFE ESTATE TO ANTHONY NIEDOSMIALEK 2001 R18000160102002SECT-16 TWP-131 RANGE-0401803 0018 05420099093 PRI JEFFREY J WOELL PO BOX 533LUSBY MD 20657-0533 36.31 ACNEl/4 NEl/4 EX S 75' & EX W 50 ' 2001 R18000160102004SECT-16 TWP-131 RANGE-0401803 0018 05420070926 PRI DAVID B & DONNA J GROVER PO BOX 266 ASHBY MN 20.37 AC56309-0266 PT SEl/4 NEl/4 & S 75' OF NEl/4 NEl/4 WLY OF DESC LN- COM SE COR OF SEl/4 NEl/4 N 89 DEG W 657.45 N 137450' OF SEl/4 NEl/4 EX W 50' OF S 75' OF NEl/4 NEl/4 TO BG OF LN & TERM EX N 50' OF WI 2001 R18000160102005SECT-16 TWP-131 RANGE-04011.56 ACW 50' OF NEl/4 NEl/4, W 50' OF N 50' OF SEl/4 NEl/4, E 330'OF SWl/4 NEl/4 1803 0018 05420070926 PRI DAVID B & DONNA J GROVER PO BOX 266 ASHBY MN 56309-0266 I 2001 ,R18000160103000SECT-16 TWP-131 RANGE-0401802 0018 02610039279 PRI PETER D LINN6920 CLAYTON AVE E INVER GROVE HEI MN 30.00 AC55076-2120 NWl/4 SEl/4 EX TR 2001 R18000160103001SECT-16 TWP-131 RANGE-0401802 0018 02610070926 PRI DAVID B & DONNA J GROVER PO BOX 266 ASHBY MN 10.00 AC56309-0266 E 330' OF NWl/4 SEl/4 2001 R18000160104000SECT-16 TWP-131 RANGE-0401802 0018 02610038748 PRI VERNON W & TONETE E JENSEN 20010 HAMBURG AVE W LAKEVILLE MN 75.34 AC55044-9029 Taxpayer Name & Address ACS Tax System09/21/2000 09:29:16 OTTER TAIL COUNTYTA901LName Address Legal Modeler Dist T/C Sch PAGE 2 Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Legal Status ★ ♦★★•AT***********************************SWl/4 NWl/4 & NWl/4 SWl/4 EX TR 0012983 PRI GRUE LUTHERAN CEMETERY ASSN ATTN ROBERT EHLERT RR 1 BOX 94 BATTLE LAKE MN 1802 0018 0261 2001 R18000160104001SECT-16 TWP-131 RANGE-0404.66 ACPT SWl/4 NWl/4 & PT NWl/4 SWl/4 COM Wl/4 COR S 89 DEG E 457.5' TO BG N 8 DEG W 99' S 89 DEG E 224' S 5 DEG E S 3 DEG E 234.8 DEG W 185' N 3 DEG W 234.8' N 8 DEG W TO BG 56515-9750 773 I S 86 0019286 PRI LESTER G & BETTE E BENSCH RR 1 BOX 198 ASHBY MN 1802 0018 0261 2001 R18000160105000SECT-16 TWP-131 RANGE-04056309-9536 40.00 ACSWl/4 SWl/4 0038632 PRI KATHLEEN JOHNSON ET AL ATTN ALLEN JOHNSON PO BOX H ASHBY MN 1802 0018 0261 2001 R18000160106000SECT-16 TWP-131 RANGE-040110.00 ACSEl/4 SWl/4 & Sl/2 SEl/4 EX W OF E 2484.11 ' OF S 600 56309-0412 726 t t 0070926 PRI DAVID B & DONNA J GROVER PO BOX 266 ASHBY MN 1802 0018 0261 2001 R18000160106001SECT-16 TWP-131 RANGE-04056309-0266 40.00 ACNWl/4 NEl/4 1803 0018 05420070926 PRI DAVID B & DONNA J GROVER PO BOX 266 ASHBY MN 2001 R18000160106002SECT-16 TWP-131 RANGE-04056309-0266 40.00 ACNEl/4 SEl/4 0038529 PRI HAROLD C & MABETH JOY JENSEN RR 1 BOX 199 ASHBY MN 1802 0018 0261 2001 R18000160106003SECT-16 TWP-131 RANGE-04056309-9516 10.00 AC OF S 600W 726' OF E 2484.11 OF Sl/2 SEl/4 I I 0039279 PRI PETER D LINN6920 CLAYTON AVE E INVER GROVE HEI MN 1802 0018 0261 2001 R18000160107000SECT-16 TWP-131 RANGE-04055076-2120 80.00 ACSEl/4 NWl/4 & NEl/4 SWl/4 1802 0018 02610021229 PRI CHARLES L EVANDER 110 BUR OAK DR YANKTON SD 2001 R18000160108000SECT-16 TWP-131 RANGE-04057078-6731 40.00 ACNEl/4 NWl/4 2001 R180001601080010010671 PRI STATE OF MINNESOTA 1802 0018 0261 OTTER TAIL COUNTYTA901L Taxpayer ACS Tax System09/21/2000 09:29:16 Name Address Legal Modeler Dist T/C Sch PAGE 3 Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Legal StatusName & Address SECT-16 TWP-131 RANGE-04040.00 ACNWl/4 NWl/4 TRUST FUND 2001 R18000170109000SECT-17 TWP-131 RANGE-0401802 0018 02610038748 PRI VERNON W & TONETE E JENSEN 20010 HAMBURG AVE W LAKEVILLE MN 56.00 AC55044-9029 SUB LOTS 1-2 & 3 OF NEl/4 SEl/4, AND SEl/4 NEl/4 2001 R18000170110000SECT-17 TWP-131 RANGE-0401802 0018 02610012600 PRI THOMAS SCHULENBERG & M MURPHY 6301 YORK AVE S APT 204 EDINA MN 40.00 AC55435-2218 NEl/4 NEl/4 2001 R18000170111000SECT-17 TWP-131 RANGE-0401802 0018 02610019286 PRI LESTER G & BETTE E BENSCH RR 1 BOX 198 ASHBY MN 72.80 AC56309-9536 Sl/2 SEl/4 EX TR 2001 R18000170111001SECT-17 TWP-131 RANGE-0401802 0018 02610019286 PRI LESTER G & BETTE E BENSCH RR 1 BOX 198 ASHBY MN 7.20 ACPART SWl/4 SEl/4 LYING N’OF CO ROAD 126 DOC#722528 56309-9536 2001 R18000170112000SECT-17 TWP-131 RANGE-0401802 0018 02610019286 PRI LESTER G & BETTE E BENSCH RR 1 BOX 198 ASHBY MN 184.00 ACNWl/4 SEl/4, SEl/4 NWl/4 & SW1/4NE1/4, NE1/4SE1/4 EX SUBLOTS 1, 2 & 3, NE1/4SW1/4 LAKE 26.5 ACRES 56309-9536 2001 R18000170114001SECT-17 TWP-131 RANGE-040 Sl/2 NWl/4 SWl/4 & SWl/4 SWl/4 1802 0018 02610013986 PRI RONALD & KAREN L CARLSON RR 1 BOX 195A ASHBY MN 60.00 AC56309-9514 2001 R18000170114002SECT-17 TWP-131 RANGE-0401802 0018 02610020889 PRI WILLIAM & JUDITH NEWTON 4498 SLATER RD EAGAN MN 6.60 ACPART SEl/4 SWl/4 LYING S OF CENTER LN OF COUNTY ROAD 55122-2381 2001 R18000170114003SECT-17 TWP-131 RANGE-0400101739 PRI JAMES H & PAULINE S MARTINSON RR 1 BOX 234AA ASHBY MN 1802 0018 0261 33.40 AC56309-9543 SEl/4 SWl/4 EX TR 2001 R180001701150001802 0018 02610013204 PRI WALTER F BERGLUND OTTER TAIL COUNTYTA901L Taxpayer ACS Tax System09/21/2000 09:29:16 Name Address Legal Modeler Dist T/C Sch PAGE 4 Name & Address Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Legal Status 35564 GRUE CHURCH RD BATTLE LAKE MN 56515-9530 SECT-17 TWP-131 RANGE-04060.00 ACSW1/4NW1/4 & N1/2NW1/4SW1/4 0091336 PRI LAURA M MILLER RR 1 BOX 197 ASHBY MN 1802 0018 0261 2001 R18000170116000SECT-17 TWP-131 RANGE-04056309-9535 80.00 ACNWl/4 NEl/4 & NEl/4 NWl/4 LIFE ESTATE TO CHRISTIAN & LEANNA MILLER 0013627 PRI DAVID & DEBRA BRAUD RR 1 BOX 79 BATTLE LAKE MN 1802 0018 0261 2001 R18000170117000SECT-17 TWP-131 RANGE-04056515-9742 40.00 ACNWl/4 NWl/4 0013204 PRI WALTER F BERGLUND35564 GRUE CHURCH RD BATTLE LAKE MN 1802 0018 0261 2001 R18000180118000SECT-18 TWP-131 RANGE-04056515-9530 160.00 ACSl/2 NEl/4 & Nl/2 SEl/4 0040028 PRI LARRY T & LUANN MARTINSON RR 1 BOX 78 BATTLE LAKE MN 1802 0018 0261 2001 R18000180119000SECT-18 TWP-131 RANGE-04056515-9742 31.37 ACLOT 2 0031677 PRI EVELYN LANG RR 1 BOX 76 BATTLE LAKE MN 1802 0018 0261 2001 R18000180120000SECT-18 TWP-131 RANGE-04056515-9741 31.12 ACLOT 1 LIFE ESTATE TO ARVELLA LANG 0013627 PRI DAVID & DEBRA BRAUD RR 1 BOX 79 BATTLE LAKE MN 1802 0018 0261 2001 R18000180121000SECT-18 TWP-131 RANGE-04056515-9742 120.00 ACNEl/4 NWl/4 Sc Nl/2 NEl/4 LIFE ESTATE TO RUBEN Sc VERNA BRAUD 0042957 PRI ERWIN O & HELEN WOLDAHL RR 1 BOX 194 ASHBY MN 1802 0018 0261 2001 R18000180122000SECT-18 TWP-131 RANGE-04056309-9514 80.00 ACSl/2 SEl/4 0012369 PRI JOY GAARSLAND ET AL RR 1 BOX 193 ASHBY MN 1802 0018 0261 2001 R18000180123000SECT-18 TWP-131 RANGE-04056309-9534 32.00 ACGL 5 0107665 PRI BRYAN L Sc DIANNE M ERICKSON 609 BROADWAY ALEXANDRIA MN 1802 0018 0261 2001 R18000180124000 SECT-18 TWP-131 RANGE-04056308-1809 9.10 ACG.L. 6 EX TR I f OTTER TAIL COUNTY TA901LACS Tax System 09/21/2000 09:29:16 Name & Address Name Address Legal Modeler Dist T/C Sch PAGE 5 Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Legal StatusTaxpayer *****************************************2001 R18000180124901SECT-18 TWP-131 RANGE-0401802 0018 02610028073 PRI STATE OF MINNESOTA ATTN DNR RE MGMT 500 LAFAYETTE RD BOX 30 SAINT PAUL MN 2.50 ACTRIN G.L. 6 BEING 2.5 AC &ON LK REC BK 482 PG 79755155-4030 485 I 1802 0018 0261 2001 R18000180125000SECT-18 TWP-131 RANGE-0400013627 PRI DAVID & DEBRA BRAUD RR 1 BOX 79 BATTLE LAKE MN 29.10 AC56515-9742 GL 4 1802 0018 0261 2001 R18000180125001SECT-18 TWP-131 RANGE-0400013627 PRI DAVID & DEBRA BRAUD RR 1 BOX 79 BATTLE LAKE MN 49.40 AC56515-9742 GL 3 & SEl/4 NWl/4 2001 R18000190126000SECT-19 TWP-131 RANGE-0401802 0018 02610107665 PRI BRYAN L & DIANNE M ERICKSON 609 BROADWAY ALEXANDRIA MN 32.12 AC56308-1809 LOT 1 2001 R18000190127000 SECT-19 TWP-131 RANGE-0401802 0018 02610042393 PRI LARRY TORGRIMSON ET AL 2614 24TH ST NW ROCHESTER MN 40.00 AC55901-0671 SEl/4 SEl/4 2001 R18000190128000SECT-19 TWP-131 RANGE-0401802 0018 02610040280 PRI DAVID & CORA SUE NYCKLEMOE 1610 BRENVEI DR FERGUS FALLS MN 80.00 AC56537-3901 NWl/4 SEl/4 & SWl/4 NEl/4 2001 R18000190129001SECT-19 TWP-131 RANGE-0401802 0018 02610021605 PRI LARRY R & JOYCE A ILLA RR 1 BOX A193 ASHBY MN 20.00 AC56309-9534 PTS OF GLS 2 & 3 & PTS OF SEl/4 NWl/4 & NEl/4 SWl/4 COM Wl/4 SEC 19 N 776.57' E 847.42' TO BEG N 493.1' TO R/W CSAH#126 E 660' S 1320 N 826.9 ' TO BEG W 660I I 2001 R18000190129002SECT-19 TWP-131 RANGE- 401802 0018 02610069590 PRI CLIFFORD V MARTIN ET AL PO BOX 156 ASHBY MN 78.00 AC56309-0156 El/2 SWl/4 EX TR 2001 R18000190129003SECT-19 TWP-131 RANGE-0401802 0018 02610039954 PRI RONALD & BARBARA JUNE MOE RR 1 BOX 146 DALTON MN 32.15 AC56324-9720 GL 3 EX TR 2001 R180001901290041802 0018 02610094828 PRI LA VALLEUR TST OTTER TAIL COUNTYTA901LACS Tax System09/21/2000 09:29:16 Name & Address Name Address Legal Modeler Dist T/C Sch PAGE 6 Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Legal StatusTaxpayer ****************************************SECT-19 TWP-131 RANGE-0404000 LINDEN HILLS BLVD MINNEAPOLIS MN 55410-1246 32.56 ACGL 4 2001 R18000190129005SECT-19 TWP-131 RANGE-040 SEl/4 NWl/4 EX TR 1802 0018 02610069590 PRI CLIFFORD V MARTIN ET AL PO BOX 156 ASHBY MN 56309-0156 2001 R18000190129900SECT-19 TWP-131 RANGE-040 GL 2 EX TR 1802 0018 02610014543 PRI VERLE MARTIN205 SHERIDAN ST N APT 510FERGUS FALLS MN 56537-2248 2001 R18000190130000SECT-19 TWP-131 RANGE-0401802 0018 02610042957 PRI ERWIN 0 & HELEN WOLDAHL RR 1 BOX 194 ASHBY MN 40.00 AC56309-9514 NEl/4 NEl/4 2001 R18000190131000SECT-19 TWP-131 RANGE-0401802 0018 02610013987 PRI JULINNE NYCKLEMOEATTN NYCKLEMOE ATTYS 106 WASHINGTON AVE E FERGUS FALLS MN 40.00 ACSWl/4 SEl/456537-2823 2001 R18000190132000SECT-19 TWP-131 RANGE-0401802 0018 02610012369 PRI JOY GAARSLAND ET AL RR 1 BOX 193 ASHBY MN 160.00 AC56309-9534 SEl/4 NEl/4, NEl/4 SEl/4, NWl/4 NEl/4 & NEl/4 NWl/4 2001 R18000200133000SECT-20 TWP-131 RANGE-040 SEl/4 1802 0018 02610034297 PRI DELORES NELSON PO BOX 103ASHBY MN 56309-0103 160.00 AC 2001 R18000200134000SECT-20 TWP-131 RANGE-0401802 0018 02610019286 PRI LESTER G & BETTE E BENSCH RR 1 BOX 198 ASHBY MN 80.00 AC56309-9536 El/2 NEl/4 2001 R18000200135000SECT-20 TWP-131 RANGE-0401802 0018 02610011881 PRI ERNEST BOWMAN ET AL RR 1 BOX 381B FERGUS FALLS MN 240.00 AC56537-9776 NWl/4 AND Wl/2 NEl/4 LIFE ESTATE TO ERNEST & HAZEL BOWMAN 1802 0018 0261 2001 R18000200136000SECT-20 TWP-131 RANGE-0400042393 PRI LARRY TORGRIMSON ET AL 2614 24TH ST NW ROCHESTER MN 80.00 AC55901-0671 Nl/2 SWl/4 2001 R180002001370001802 0018 02610015209 PRI LLOYD J & RUTH A PALLANSCH OTTER TAIL COUNTYTA901L Taxpayer ACS Tax System09/21/2000 09:29:16 PAGE 7Name Address Legal Modeler Dist T/C Sch Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Legal StatusName & Address SECT-20 TWP-131 RANGE-040RR 1 BOX 199C CLITHERALL MN 56524-9770 80.00 ACSl/2 SWl/4 2001 R18000210138000SECT-21 TWP-131 RANGE-0401802 0018 02610034297 PRI DELORES NELSON PO BOX 103ASHBY MN 56309-0103 40.00 ACSWl/4 SWl/4 2001 R18000210138001SECT-21 TWP-131 RANGE- 401802 0018 02610025471 PRI ALLEN R Sc LINDA LOU BOE PO BOX 51 ASHBY MN 40.00 AC56309-0051 NWl/4 SWl/4 2001 R18000210139000SECT-21 TWP-131 RANGE-0401802 0018 02610025471 PRI ALLEN R & LINDA LOU BOE PO BOX 51 ASHBY MN 160.00 AC56309-0051 NWl/4 2001 R18000210140000SECT-21 TWP-131 RANGE-0401802 0018 02610095544 PRI JOSEPHINE REARDON TST ATTN BREMER TST PO BOX 986 SAINT CLOUD MN 80.00 ACSEl/4 SWl/4 & SWl/4 SEl/456302-0986 2001 R18000210141000SECT-21 TWP-131 RANGE-0401802 0018 02610038632 PRI KATHLEEN JOHNSON ET AL ATTN ALLEN JOHNSON PO BOX H ASHBY MN 80.00 ACNl/2 NEl/456309-0412 2001 R18000210142000SECT-21 TWP-131 RANGE-0401802 0018 02610104297 PRI DAREL E RUNNINGEN ET AL RR 1 BOX 157B BATTLE LAKE MN 194.95 ACSl/2 NEl/4 EX TR, Nl/2 SEl/4 & NEl/4 SWl/4 LIFE ESTATE TO EUNICE RUNNINGEN 56515-9789 2001 R18000210142001SECT-21 TWP-131 RANGE-0401802 0018 02610021361 PRI DAREL E & BEVERLY A RUNNINGEN RR 1 BOX 157B BATTLE LAKE MN 5.05 ACPT SEl/4 NEl/4 COM SE COR OF Nl/2 NEl/4 S 800' TO BG W 550' S 400' E 550' N 400 56515-9789 I TOBG 2001 R18000210143000SECT-21 TWP-131 RANGE-0401802 0018 02610104297 PRI DAREL E RUNNINGEN ET AL RR 1 BOX 157B BATTLE LAKE MN 40.00 AC56515-9789 SEl/4 SEl/4 LIFE ESTATE TO EUNICE RUNNINGEN 63 RECORDS PRINTED T.151N.”R.40W.Eagle Lake 02000 Cloud Cartographies. Inc. St. Ooud. MS 5630!!SjE Page 38 Kenneth &110 Sharon Twete^ j i I :1rV-.i ^ ~l Linda Berge 78 I & Mary Farden Q 'a M*" -jl Sermon | 1 BelmontI3 ^7 2 CUrice Lacey DeniseArth5 LGuy& vS Keith 3 Olson Norberg \61A Darel 9 @i EMilton & Birgitta Smedsrud 80.5 Arnold ic Arlene Olson Runningen^tQ'x«39 hi g ------i p 119 Marlene Wasson ^&-— ® !- '^Chester& flic Mary jorud ^ j c 316.2 Q 67,1 4159.9 s ^Michael (V 8c Patricia Van Santen*^ 69.4 79.35 1573 145.3 i> 113 ' - James & Patricia 107J 6 1Bonita Hammel Wayne ^&Mary Nelson Teler 4 ■ _ - Sanlen J B 540 mDennis & Norma Samuelson 6 148.2 David'« & Julie Olson i Lachowitzer8080 ,,i)200 to>0 bDcfliM^5 Arnold Olson Vernon Farden etal Erving &Lela Bothun 40 g Everett & Janet Gilberteon Trs Rev Liv Tr / 2/| ju V*’’ T \M Joyce Evavold 7 i 40 160 aZI:|S—<3>217.8 +I 12 r 38 Dean ^vian Ratliff 1205.8 160 70.9 I Alan & I Jean token G m176.2Jorudag Lavay Thompson 264.1 8040 I Mark & Geraldine Van Santen '2Evelyn I Lundeen WalUceft (ni Powen f^slTen CPHtUms13.9I40 ^ ^ I \ ft -0 150.6 j John & EUen' * ? J : Kirkvold > S 7 David aiLynn & Larry Thompson D (3 X ™ ! I DivM H I fcM BO 7fiAn Walter ! Eugene <c ~ Berglundl^Sd 1 40 ; Michael 8c Patricia Van Santen 76.5' Nels Hagen Cariottai Bartelt125570.8 •1 • )C '•4200Cui» l4n4 35 •/vi!80 Evelyn Tl ^TB ILaura9.840Lang 31.1 Miller 40 David &c 76.5 r,\1^80 40 121.9Debra Braud Ritter Trust 03 T., fc^T |i»aI si?n puJ I »J 1^ Thomasv4K^ Murray• ly J E Lyle ^ 3 vo ToUerson ^ I Lester &iiVernon Leland Sl Kathy Evavold ■ndley a KellyBette Bensch 4e Tonete Kllatf 4 Leland & Kathy Evavold 80LelandDavidFred Jr &Peter 218.6& Donna Evavold 160Bonnie HansonLinnGrover 8080 3f Keith Rasmussen Kathleen 110 21077.2JohnsonBt 1:V/80etal &(126) 80 WesleyJoy GaarslandI Bryan 4c 5 Dianne 8080 & Lindaetal IEvavoldMorris^ ^ Evavold 1 Alex EvavoldVerie j 53.1 =^Martin i 1 <r 80Glenn Rylander/r40: RonaldI Barbara -gI Moe -g t;U .e Darel Richard Wynsteker f120^ Riinningen etal 80 KaH4c 40 Dariane Miller NyricknM*240Torgrimson etalII" r I IQ ir T Stanley234.9"3 Lloyd 6c 120 158.2U ,Xn;Evavold IWW c Ruth Pallansch40+> " • jjj \etalRci403.80 1------1 BO I Vernon go Edland - Gene Sc T160160!Edlurid 9. , Qiarlotte /___Woldahl 160 - Hal „m I ID.JJ rS: Si 140 Su»n I H.'" S| Grasehoff; < 1 ^ 0^._ - RtA j ' ^ Arlen& I Rau>i3| ^ Dorothy;*** “ T \ 120 Sorenson! g J 2 Ericksfm etal Dennis Schmidt• Steve ^ Torgriinsonl i I Nelson etal ■Family Assn & JFleig 80 t Trustee 80160Morris & iSeraldine E^vold I &Marvin & Margaret Skov iietal t I Glenn 26 i Arfstrom & D Johnson Wesley & t Leland Evavold -f^ Dean Torgrimsoi^^ Wiltiam Ar 233.6 Jana Lachowitzer I 5 *a “t ^Russell s.^ D.H. |\! &Klair J 5“ 1 I Sorenson I-- . 150 ■ ■ Drexler m Pj.n,a || ^ iS| itsorenso^ ]|! Evavold I ® 11 Conservancy 35500 Daniel A Andrea Delores i KSteven & Wendy Simonson 40240 \^cki Schocning etal Curtis Finkelson etal N»9 [Trxtst iif 40 .40 lack 4c ■ Geraldine. Anderson I 40 - _ Curtis* i ■ ^ Sharon 40 Finkelson Roger & Jack ^ LangUe^ 24080Richard Sr Corinne 160 I Kh]kk|p'>? a Dennis & Randi -f ( Hockert. >saie\, ;■ m )r ^Aii^r Ole & Lenas • Family Farms 227.5 Bernard Jr & JosephineTimothy Wallace Stich120€.s ^ U)!139 !440 David & Barbara Walters ^ Schnver gO I“Joseph & Janice Gradin ! Joseph Wayne k | "J.-'S.i Owtn icBeMrinr !i191.6 Gradin240150 4064; ' PI CourmrDOUQLAS 40500395003850036SOO3750034500 m MuTuai^OmaHO Companies United of Omaha Life Insurance Company I120 Lake Av N • Battle Lake, MN 56515 Phone: (218) 864-5365 or (877) 864-5365 Cell: (500) 770-3959 Phyllis AsetoLie. No. 20170784 20 LISTING REQUEST FORM f- ulJt cdl—APPLICANT: I Q - I P VOP.C. MTG: TWP.SEC.PLATS U-^6 /4ice^ly' .■; Print Key Output Page 1 09/20/00 13:25:20OTTER5769SS1 V4R4M0 990521 Display Device User .... : QPADEV0014: ■JTHOMPSO TC906D 10 T56 ACS Tax System Bill No. Parcel No. .R 18000200135000 Inquiry Taxpayer/Legal InfoNameERNEST BOWMAN ET AL^ FERGUS FALLS MN 56537 0R, 2001 Tax CodesTwn/Sch . 0018 Spec Dist User Codes TIF District Property AddressNO GPAS RECORD District Code 1802 11881ERNEST BOWMAN ET AL ■ RR 1 BOX'- 3 8 IB FERGUS FALLS MN Taxpayer0261 56537-9776 AlternateLegal DescriptionSect/Twn/Range 20 131 040 PlatLot/Block DeededNWl/4 AND Wl/2 NEl/4 LIFE ESTATE TO ERNEST &, HAZEL BOWMAN 5Escrow240.00 AC Other ROBERT BOWMAN 47229 OWNER More Legal? N More Addresses? Y ' Mod? Action?NO BILL # ASSIGNED 1 '-V!-• . U l' lliJK. lAlL UUUIN'l'Y Grade & Fill Permit #2731 CO i PROPERTY OWNER €t ml LAKE NO.^'^^SEC. AO,("'.■T TWR NAME GL£r - ti ■'/f NU % h U /6 hJiCLEGAL DESCRIPTION:■Uy..-'■'y: I WORK AUTHORIZED ^ ^£oit^£r^/ UJ SUdo OksKSf^Hi£ ! !L£ OUTLjSTS />u/5 7~~ /0^£> ■. \ Rt>^.K Seo C"^ !o !hf Letjcni^j 7~)yg Sljco rnusT" i/J fon.!^ aOj fuCrf! L/!^r/oaujKt£ns ^ Z^OITH rteuJTo^J^ ofi THt SourufACt Pao3'c<J' •t i ToThL. Ci4SlC '^A«.OS tyyia. iJiTT 370 . <> i 5NOTE; 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, & shall be maintained there until completion of such work. NOTIFY LAND & RESOURCE MAN­ AGEMENT, 218-739-2271 WHEN AUTHORIZED WORK HAS BEEN COMPLETED. • J.1I i& ■ J ■' m*1. EARTHMOVING SHALL BE DONE BETWEEN n> ha.loo & ii/iJm 2. Entire area shall he stabilized within 10 days of completion of any earthmoving. '/.fV.vy.■?; f •7'3. Owner is legally |^ponsible for all surface water drainage that nrif[y occur. 4. Nd fill shall enter or be taken from the beds of public water withdut a valid permit from the MN Department of Natural Resources. .131•V.-. ■ ■ 5. If the terms of this permit are violated, the entire permit may be revoked and the owner may be subject to legal prosecution.' ,U: , ^ j: (/ ] Y J O n__ €t) a ^_L_ ^_ a2 Aet*.J^ 4^ ; Csu/<^D , )V A^f-V5 ; Ut/TuA J^j'iL^ C Set_____ i£g»'A 5=c? ____: &<. j^ySy^.t.PL ^ ;i 4k. ^S3u.^^»=tf‘‘^*^ft<^ ***' w ; _zl J t:_^!* 4^ ^ i2re^ ^k,4aj-*^ Agf\ T7 I ' (m iW»/<?et I GRADE & FILL APPLICATION COUNTY OF OTTER TAIL - LAND & RESOURCE MANAGEMENT 121 W JUNIUS SUITE 130, FERGUS FALLS, MN 56 5 3 7 218-739-2271 11^^/ Application Fee $50.00 Receipt Number 13 /3 3^ PERMIT NO. PROPERTY OWNER esT £r j^L MAILING ADDRESS ^ lOSn/^iS th sm SLS3-I CITY, STATE, ZIP DAYTIME PHONE NUMBER LAKE NO. CLASS GDLAKE NAME PARCEL NUMBER (S) l"8C?00 ^LQO ______________________________ SECTION <30 TWP J21 RANGE HO TWP NAME £>4gl-£ LAKC LEGAL DESCRIPTION KJU ^ UJ ______________________ 3SS*do COiAtfT-iE-911 PROPERTY ADDRESS/FIRE NUMBER j Tg^ ofeiriaU O SIGNATURE OF PROPERTY OWNER/AGENT FOR OWNER \0 ~ 6- 00st^cn DATE /WReceived L&R Official DESCRIBE PROJECT REQUEST BELOW (Provide Scale Drawing On Back) 't-VKS'kfl -tlU j i^ve^ZU> ^ Tofa f Cu. ydi ©/ ^oil + j_ I -h i I ; 4- rBK05/00 -------I-I- feetJnch(es) equalsfeet, orScale:.grid(s) equals Dated Please use this sheet for the required scale drawing of your proposal. Be sure to include lot dimension, water frontage, and setbacks from RW, lake, sideyard, sewage system, top of bluff and existing structures. Signature [ 1 f; 'I i •i i ’* V . 9 . S ■I 299.948 • Victor Lundeen Co.. Printers • Fergus Falls. MN • 1-800-346-4870 OE-yer 2.1 US Department of Agriculture Soil Conservation Service A WATER AND SEDIMENT CONTROL BASIN DESIGN prepared for Dennis B o Win a. n in Otter Tail County, Minnesota Designed by : jjt Date Checked by : Date: 10/06/00 ;!■ :!■ ;!• .-!• ,-!• A A A A A A A A A A A A ^ ^ A A !ir ri" sS" ;5* yi- :4‘ ni* ;5‘ ?5* 55* ;s5‘ ?5- ;5* ;5* ;i- ^ ^ ;5* ;5* ;i* ;5* ;i* 7^ ;5* DB 2 DESIGN INPUTS: 4.6 ac,Drainage Area Curve Number 10 yr. rainfall Soil Loss Frontslope Backs lope Top Width Baseline to CL dist 6.0 :1 6.0 :1 3.0 ft. 0.0 ft. = 74 :s 3.7 in. 5.0 T/ac/yr DESIGN RESULTS: Height of Riser Diam. of Riser = Diam. of Orifice = Discharge 3.0 ft. 6.0 in. 1.75 in. 0.17 cfs. Elevation of Ridge Elevation of Orifice = Elev of low cl point = Elev of low abutment = 49.4 44.2 47.0 52.2 ss = 1.6 ft. = 3.0 ft. = 36.0 hr. = 100 % dl Volume of Fill = Vol of Water Vol of Sed = Area Flooded = 152.6 0.38 ac.ft. 0.14 ac.ft. 0.46 ac. cu.yds. d2 Drawdown Time Delivery Ratio Required storage was adjusted using the Larry Caldwell procedure. Percentage of runoff volume stored = 70 Z. The location of the ends of the dike are: 0+43 on centerline on the left end and 1+46 on centerline on the right end. us Department of Agriculture Soil Conservation Service 0H-7er 2.1 A WATER AND SEDIMENT CONTROL BASIN DESIGN prepared for d e n n i s.JB o wm a. n in Otter Tail County, Minnesota Designed by : jjt Date Checked by : Date: 10/06/00 ^ A :!• A :!■ K- ^ ;S- :!•:5- :5- ^ rS- ^ ^ rf- rf- ;5- rf- ^ ^ si- ri- ;!• rf- jt- rS- ^ ^ ^ ;!■ DB 1 DESIGN INPUTS: Drainage Area Curve Number 10 yr. rainfall Soil Loss 4.1 ac.6.0 :1 6.0 :1 3.0 ft. 0.0 ft. F ronts1 ope Backslope Top Width Baseline to CL dist = = 74 3.7 in. 5.0 T/ac/yr DESIGN RESULTS: Height of Riser = Diam. of Riser Diam. of Orifice = Discharge 3.0 ft. 6.0 in. 1.75 in. 0.16 cfs. Elevation of Ridge Elevation of Orifice = Elev of low cl point = Elev of low abutment = 98.8 93. 7 96.1 103.7 dl = 1.5 ft. = 3.0 ft. = 36.0 hr. = 100 % Volume of Fill = Vol of Water = Vol of Sed Area Flooded = 113.9 0.34 ac.ft. 0.13 ac.ft. 0.79 ac. cu.yds. d2 Drawdown Time Delivery Ratio Required storage was adjusted using the Larry Caldwell procedure. Percentage of runoff volume stored = 70 %. The location of the ends of the dike are: 0+14 on centerline on the left end and 1+04 on centerline on the right end. \113,? 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A U. S. DEPARTMENT OF AGRICULTURE O SOIL CONSERVATION SERVICE ; r f i ;;lK •! ?. . r■■'r ;C t m R Hg;\II ...i... j.1 ri s :Date;■ 'r :Approved by. 1 Title.Designed.i :5 !;■ir-Drawn Title.:4 Drawing No.Sheet1Traced.t 4 ;■1r NO-1 Checked.I •;of SCS-ENG-316 (Rev. 6-75) \?'^(4 11 1 /, yfr- c«w:£t i'>''4'.fji>~a/ J CtSM tf. d h 3 0 U; — K<il'«' ^ V.'»w -if^f (A^j j i 3o ^ -4^ ^/#*1 lO-zo-t^o4cj 5Ue ^ -- 01vC- jPf€^i^h^A^ y.U \/W.