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54000200137000_Conditional Use Permits_11-01-2000
OTTER TAIL COUNTY! Conditional Use Permit # sui Owner’s Name 5^4-Ki^io Iv-CcMtCtj T^f % l^f 6/)l SUauJ /Ua/Address Location: Lake No^^^os" Sec. j. Twp. Range 4*/ Twp.Name 5t{-ooo-cM)-oiyj-ooo Work Authorized:(onWo\ bast 1^0 cm CL-br 4 WOT 5K/CP uyi// X^S-f ft < ^ CW 60 KA/^le-fg -e l^mterc/nj gccc>''d(/i^ +0S^OS- Mouj //o 'f/og. V^us lH-00 II SJtSf issued: Expires: :5T'; .•; 'vj;;Land and Resource Management Official 1. Earthmoving shall be done between s. Entire area shall be stabilized within 10 days of the completion of any earthmoving. 3. Owner is legally responsible for all surface water drainage that may occur. 4. No fill shall enter or be taken from the beds of a public water without a valid permit from the State of Minnesota Department of Natural Resources. 5. If the terms of this permit are violated the entire permit may be revoked and the owner may be subject to legal prosecution. 6. 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, and shall be maintained there until completion of such work. 7. NOTIFY DEPARTMENT OF LAND AND RESOURCE MANAGEMENT, TELEPHONE (218) 739-2271, WHEN AUTHORIZED WORK HAS BEEN COMPLETED. & i I OTTER TAIL COUNTY Conditional Use Permit # sun Se,4'/CLVi pgMiCtj ~7sf % (iqkcIcY) 5eVcnr\ f^f fcr ^7 EUquJ U^e /Ua/ Twp. fil Range Twp.Name (^/^t Owner’s Name Address Location: Lake No^^os" Sec. ^ ,1-.vr.sw i 5tf-000-JO~0l^-]-0O0 Work Authorized:(on{yo\ basii^^ cnn ; WCIT swcO ujTfJx^s~f n wrfj'elcTC/f601^/Sfe-fg interc/y^ 'qcci^r^o^ j-0; i ' "i Jo j~4iis Qli' IH'OO ■ .'i■i (H-ofSSsie 0^*^Expires:.Issued: Land and Resource Management Official 1. Earthmoving shall be done between i. Entire area shall be stabilized within 10 days of the completion of any earthmoving. 3. Owner is legally responsible for all surface water drainage that may occur. 4. No fill shall enter or be taken from the beds of a public water without a valid permit from the State of Minnesota Department of Natural Resources. 5. If the terms of this permit are violated the entire permit may be revoked and the owner may be subject to legal prosecution. 6. 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, and shall be maintained there until completion of such work. 7. NOTIFY DEPARTMENT OF LAND AND RESOURCE MANAGEMENT, TELEPHONE (218) 739-2271, WHEN AUTHORIZED WORK HAS BEEN COMPLETED. & i 1 1 !BK-1099^346 298,111 • Victor Lundeen Co.. PrM«n • Fcr^Fab, MN • l-eOO-346-4870 i ; .V 445 7th Street NW West Fargo, ND 58078 Phone 701-282-8118 Fax 701-282-9119 www.agassizseed .com E-mail: agassizseed@att.net c^AGASSIZ SEED & SUPPLY Cereals* Forages* Inoculants* Treatments* Lawn* Turf* Corn* Alfalfa Twine*Seedburo* Motomco*Nashua Tape*Harper Brooms /o j^T /yi/fY ijuau/cP ^S-er: /o ^ if'^ 4 ^ TVi C Ai-I 'A Zo 7h£> ^*t^eyc cjA, y'hh-f'K ^Vr RAXIt: 872417 OFFICE OF COUNTY RECORDER OTTER TAIL MINNESOTA iS72417 was filed/recorded in this office for record on the 1___AcsO I hereby certify tha this instrument # day of 2000 at y;oo ;^^^__£4ecording fe^ -----C__well certificate rderby:.Deputy 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 COMPLETE THIS APPLICATION IN BLACK INK*** Application Fee (~yc>r<i6^ ______ 1^1307Receipt Number DAYTIME PHONEPROPERTY OWNER rtf’m IC>L^ADDRESS ^ Ho^P LAKE NAME LAKE CLASSLAKENUM UdiL 05‘4-OOQ -.^CP-O'g-T-OOO Si,2oSECTION TOWNSHIP RANGE TOWNSHIP NAME \>1 Z ^PIPF/I fltfF I n MIIMRFPPARCEL NUMBER LEGAL DESCRIPTION s>0 S+-Pc/'f a/ ^ ' ^ EXPLAIN YOUR REQUEST ,4^ (ivfoTri 'k// ^ ec 5. ^ srfi^cT^ <Sf n S;-,^elcP. lA/^^7 c\ccofJi''<\ -jo 3 /< /'^ I UNDERSTAND THAT APPROVAL OF THIS REQUEST APPLIES ONLY TO THE USE OF THE LAND. I ALSO UNPEF?ST/\ND THATOTJ^ER PERMITS MAY BE REQUIRED, IT IS MY RESPONSIBILITY TO CONTACT LAND & RESOURCE MANAGfeteWT'REGARDING THIS MATTER. A ^^/ooX:V7C DATESIGNATURE OF PROPERTY OWNER APPLICANT MUST BE PRESENT AT THE HEARING •^SCANNED(Applicant Will Receive Notification As To The Date/Time Of Hearing) BK-0299-006 294.913 • Victor Lundeen Co., Printer • Fergus Falls. Minr^esota '^LyROffidaUDateAccepted By Land & Resource &<ibDate Of Planning Commission Hearing Time Planning Commission Motion October 18. 2000 Motion: A motion by Boyer, second by Maske to approve as presented; may do the work this fall. Chai^^an/Otter Tail County Rl^nnjrig^ommission County Board Action Approved As Recommended Denied As Recommended Other /o o<=> Date of Final ActionChairman/Otter Tail County Board of Commissioners ' L & R Official/Date CONDITIONAL USE PERMIT # Permit(s) required from Land & Resource Management Yes (Contact Land & Resource Management) MCopy of Application Mailed to Applicant And MN DNR R Official/Date Planning Commission October 18, 2000 Page 2 Setran Family Tst-Approved As Presented: A Conditional Use Permit Application to install water and sediment control basins on crop field. West Otter Tail Soil and Water Conservation District will complete engineering 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 W1/2 NW1/4 Ex Cemetery & Ex 18.11 Ac Tr, Section 20 of St. Olaf Township: Unnamed Lake (56-405), NE. Brad Mergans (SWCD) represented the Application. Motion: A motion by Boyer, second by Maske to approve as presented; may do the work this fall. Voting: All members in favor. Kathleen Madison Tst-Withdrawn: A Conditional Use Permit Application to fill-in 50’ x 50’ x 2.5’ of wetland for garage and parking, to be replaced with approximately 60’ x 115’ 2’ high area that will be excavated to create wetland. Volume of fill will be 231.5 cubic yards, excavation will be 511 cubic yards. The property is described as Pt of GL 4 (2.54 Ac), Section 29 of Dunn Township; Lake Lizzie (56-760), RD. 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. Larry & Patty Urbach - Approved With Conditions: A Conditional Use Permit Application to add an open porch to southside of granary and use for an antique business, (granary & porch). Our plan is for people to enter driveway #2, pull-up to rocks with front of car facing porch. Then they will be able to back-up and turn and drive out driveway #1. The area to east of porch will be marked for large RVs, etc. We plan to start Memorial Weekend through Labor Day, just weekends first season and then grow to 7 days per week, open 9 A.M. to 8 P.M. year around. In front of porch is room for 5 cars. The property is described as Pt SI/2 SW1/4 Com SW Cor Sec 21..., Section 21 of Hobart Township; Rose Lake (56-360), RD. Larry & Patty Urbach represented the Application. Motion: A motion by Estes, second by Lachowitzer to approve the request with the following conditions: 1. A letter from MN Dept, of Transportation approving the proposed sign and approving the sight distance for the turn (when coming from the west), is provided to Land & Resource. 2. The sign will not be lit and will not exceed 4’ x 8’ in size. 3. There are 5 parking spaces designated onsite. Voting: All members in favor. Draft a Recommendation to Limit Livestock in GD & RD Lakes: Brad Mergans (SWCD) discussed with the Commission an informational sheet (attached) indicating the impact manure has on lakes. ■> OTC Board of Commissioners' Minutes October 24, 2000 Page 4 Conditional Use Permit - Setran Family Tst: Motion by Mosher, second by Nelson, to approve a Conditional Use Permit to install water and sediment control basins on cropland as presented. The property is described as W1/2 NW1/4 Ex Cemetery & Ex 18.11 Ac Tr, Section 20 of St. Olaf Township; Unnamed Lake (56-405), NE. Motion carried. Conditional Use Permit - Larry & Patty Urbach: Motion by Nelson, second by Froemming, to approve a Conditional Use Permit to add an open porch to the southside of the granary and use the granary and porch for an antique business with conditions as recommended by the Planning Commission. The property is described as Pt SI/2 SW1/4 Com SW Cor, Section 21 of Hobart Township; Rose Lake (56-360), RD. Motion carried. Conditional Use Permit - Chris & Kris Rolev: Motion by Mosher, second by Lee, to approve a Conditional Use Permit for a driveway from road approach to get to home with conditions as recommended by the Planning Commission. The property is described as Pt. SE1/4 Beg. NE Cor of SE1/4, Section 33 of Eagle lake Township; Unnamed Lake (56-1083), NE: Motion carried. Bois De Sioux Watershed District Chair Portmann appointed Commissioner Mosher to serve on the Bois De Sioux Watershed District Committee. Recess & Reconvene At 12:00 p.m.. Chair Portmann recessed the meeting of the Otter Tail County Board of Commissioners for lunch break. The meeting was reconvened at 1:11 p.m. with all five seated commissioners present. Payment Approval Motion by Lee, second by Mosher, to approve payment to the following vendors: GR Graphics Office Depot Sterling Solutions, Inc. Total $4,576.31 $445.43 $500.00 $5.521.74 Motion carried. Proposed Credit Card Policy Accountant, Mitzi Pederson, presented a draft credit card policy and corresponding procedures for the county. She recommended Wells Fargo’s Express ONE MasterCard with charging limits for individuals authorized to use the credit cards. There is a discount period until October 31, 2000 whereby the $10 annual fee per card will be waived. Lengthy discussion followed. Motion by Lee, second by Froemming, to approve the credit card draft policy as presented contingent upon the approval of the County Attorney and a review of the policy in one year. Motion carried. Snowmobile Safety Enforcement Grant Agreement Motion by Mosher, second by Nelson, to authorize the Chair’s signature to execute the Snowmobile Safety Enforcement Grant Agreement between the State of Minnesota and Otter Tail County Sheriffs Department which provides $6,585 to the county for snowmobile regulation enforcement. Motion carried. NATURAL RESOURCES CONSERVATION SERVICE MINNESOTA CONSTRUCTION AND MATERIALS SPECIFICATIONS FOR GORDON SETRAN WATER AND SEDIMENT CONTROL BASIN ST. OLAF SEC 20 T 13IN R 41W OTTER TAIL COUNTY SOIL AND WATER CONSERVATION DISTRICT IWT=,MULTIPLE TRACT NUMBER HEL=H1GHLY ERODiELE LAND CW=CONVERTED WETLAND NHEL=NON-H!GHLY ERODIBLE LAND PC=PRiOR CONVERTED WETLAND ECW=EXEMPT(COMMENCED)CONVERTHD WETLAND I T^TRACT NUMBER I W=WETLAND I r/v=FARMED WETLAND NA=NON-AGRICULTURAL ! N'/V=NON-WETlANO AW=ART!FiCIAL WETLAND fWV-MlNiMALEFrECTVVETlAND' fAVC,WrWM.,W'.'R=SPECiAL CON fSE" NI=NON.(NVENTORY i' WEST OTTER TAIL CO. RANGE NOT TO SCALE PHOTO REPRINT fAAY 1991 CROP YEAR P^CTC- * '....'TTWP2000I mifWARNING^ Contaa NiRCS aetore dra^n^g. dfeagmg. fiiitng or leveling any wet areas or wetJano ccced fieias or 3r.provfric""inod!fyinc c^ Wia!raln=n^-! arv 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 f WATER AND 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 MN-551 METAL-COATED CORRUGATED STEEL PIPE_3/90 MN-552 3/90ALUMINUM CORRUGATED PIPE, SCS-MINNESOTA-AREA2 WEST OTTER TAIL COUNTY INDEX •> ... ,V! CROSS SEGTTOWS •; NARROW BASE //t =i<r■><■ ^ '. ^ LJ ;Cutslope Erpntslope Backslope f-l Grass-entire ridge area—. Depth— •V«=,^ -— — I y f \V' Natural Ground \ LineElatBottom (Optional) GRASSED 3ACE SLOPS /9t3<r Erontslope BackslopeCutslope Grass the Backslope only ; S' Bottom (Optional)Ground Line BROAD BASE ///■>-r^•5* 1 Cutslope Erontslope Backslope - a----- Depth■5l7 V /Natural Grour Line Elat Bottom (Optional) The effective top width shall be as follows; Effective Ton Width■ill Height '.V Ft.Et. 0-5 3 65-10 . . 10 - 15 . .. • 8 2/87 { COKSTROCTION SPECIPICAOMOKr MW-'2€ SALVAGING AND SPREADING TOPSOIL 1. 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. « 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. SPREADINGSPREADING 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. SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY SALVAGING AND SPREADING TOPSOIL . m-26-1 s/89 > ( CONSTRUCTION SPECIFICATIONS MN-6 SEEDING, SPRIGGING AND MUDCRING FOR PROTECTIVE COVER T I. SCOPETHE 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 THE PERCENT OFTRANSIT OR STORAGE WILL NOT BE ACCEPTED. NOXIOUS WEED SEED ALLOWABLE SHALL BE AS DEFINED IN THE CURRENT STATE LAWS RELATING TO AGRICULTURAL SEEDS.EACH TYPE OF SEED SHALL BE DELIVERED IN SEPARATE SEALED CONTAINERS AND FULLY TAGGED UNLESS EXCEPTION IS GRANTED IN WRITING BY THE ENGINEER. UNLESS OTHERWISE SPECIFIED, THE FERTILIZER THE FERTILIZERFERTILIZERSHALL 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 SHALL BE 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. HCS-MINNSSOTA-AREA 2 WEST .QTTER....TAXL.......C^ SEEDim, SPRIGGING AND MULCHING FOR PROTECTIVE COVER INOCULANTS A MIXING MEDIUM, AS RECOMMENDED BY THE TWO TIMES THE AMOUNT OF THE INOCULANT RECOMMENDED wmmMN-6-1 y 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. I 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. SATISFACTORY TO THE CONTRACTING OFFICER FOR DETERMINING WEIGHT OF MULCH FURNISHED. THE MULCH MATERIAL THE THE CONTRACTOR SHALL PROVIDE A METHOD 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.THESE MATERIALS, WHEN SPECIFIED, MUST BE ACCOMPANIED BY THE MANUFACTURERS' RECOMMENDATIONS FOR METHODS OF APPLICATION. 3. SEEDING MIXTURES. SOD. SPRIGS AND DATES OF PLANTINGTHE 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 TREATMENT AREAS 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. m~6-2SCS-MINNESOTA-AREA 2 WEST OTTER TAIL.COUNTY SEEDING, SPRIGGING AND MULCHING FOR PROTECTIVE COVER 3/89 ( 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 SCS-MimSSOTA-AREA 2 WEST OTTER TAIL COUNTY SEEDING, SPRIGGING AND MULCHING FOR PROTECTIVE COVER S/89m-s-3 >’ z'"'( 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 i S/89MN-6~4SCS~MimSSOTA~AREA 2 WEST OTTER. TAIL COUNTY SEEDING, SPRIGGING AND MULCHING FOR PROTECTIVE COVER V ( \ 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 RATE(LBSZAGREBj 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. AFTER OCTOBER 15, A DORMANT SEEDING WILL BE MADE CONSISTING OF THE PERMANENT SEED MIXTURE. 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: RATE fLBS/ACRE)MATERIAL 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. SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY SEEDING, SPRIGGING AND MULCHING FOR PROTECTIVE COVER MN-6-5 9/89 a i . COMSTRUCTIOW SPeClFlCATlOKT . MN-51. CORRUGATED METAL PIPE CONDUITS 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 AMD 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.HARDWARE USED IN CONJUCTION WITH ALUMINUM PIPE AND ALUMINUM OR ALUMINUM-ZINC ALLOY-COATED IRON AND STEEL PIPE SEAL 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. THE THE COUPLING COUPLING BANDS SHALL BE INSTALLED TO PROVIDE STRAIGHT UNLESS OTHERWISEALIGNMENT 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. 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 MN-51-1 CORRUGATED METAL PIPE CONDUITS SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY V / 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 WITHOUT DAMAGING THE PIPE OR COATINGS.THE PIPE SHALLBE 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 ACCORDANCE 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. THE PIPE SHALL 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 MN-51-2 3/90SCS-MINNBSOTA-^AREA 2 WEST OTTER TAIL COUNTS 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 COATINGS ANY 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 - ZINC OXIDE PRIMER, FEDERAL SPECIFICATION TT-P-641, TYPE I OR TYPE II OR (B) SINGLE-PACKAGE, MOISTURE-CURED URETHANE PRIMER IN SILVER METALLIC COLOR, OR (C) ZINC-RICH COLD GALVANIZING COMPOUND, BRUSH, OR AEROSOL APPLICATION. SUBMERGENCE 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-ARBA 2 WEST OTTER TAIL COUNTY CORRUGATED METAL PIPE CONDUITS V (( 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. ;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/SOSCS-MINESOTA-AREA 2 WEST OTTER TAIL COUNTT CORRUGATED METAL PIPE CONDUITS V 'V • v r .%• MN-ENG-09a 6/84 FILE CODE 210-12 DETAIL OF POLYMERIC CAULKING COMPOUND STRIP PLACEMENT UNDER WATERTIGHT CONNECTING BAND USD A SG S (nO ■ (nI I §•I (A o1+(U■■ J ■ 25 1/2" „ //'V/|• f'/"/• '/////V/^\\ I I ___________ •,/1/'////'! g <•IoiHI w I CMP CONNECTING BAND ^ 4 ROD AND LUGS CMP BAND \i I I:1OVERLAP MASTIC STRIP WRAP i PLACE MASTIC STRIP ', BETWEEN THE CONNECTING BAND'S OVERLAP , I -I V ■ • IMASTIC STRIP • • I I uI i] . * ■ ■ ;\o i ■I' o .i! » i• . w; I;I ((. CONSTRUCTION SPECIFICATION MN-250. CORRUGATED THERMOPXASTIC TUBING > 1. SCOPE THE WORK SHALL CONSIST OF FURNISHING AND INSTALLING TUBING AND NECESSARY FITTINGS AND APPURTENANCES. 2. MATERIALS UNLESS OTHERWISE SPECIFIED, THE TUBING AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF MATERIAL SPECIFICATION MN-304. 3. EXCAVATION UNLESS 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 BED UNLESS 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-250-1 11/90SCS-MINEESOTA-AREA 2 WEST OTTER TAIL COUNTY- CORRUGATED THERMOPLASTIC TUBING V / 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 ; "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 AMD JOINT COVERING ALL TUBING SHALL BE LAID TO GRADE. SO THAT THERE IS NO REVERSAL OF GRADE UNLESS OTHERWISE SHOWN ON THE DRAWINGS. TUBING SHALL BE LAID 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 SCS-MINNESOTA-AREA 2 WEST' OTTER TAIL COUNTY CORRUGATED TSERimPLASTIC TUBING MN-250-2 11/90 > f y( 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 i 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. MN-250-3 11/90SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY CORRUGATED THERMOPLASTIC TUBING V ■ /■ . ' •• *.•. ..i (•• “ . r : N✓\♦/•' . .\Oitsida \ \ ' Olawter/insiaf Dlaiecer.•/;■ ~y:•\/;I • V- f.ir - .TU;_:_:hc ■ . I A'i\ ■. \/>\✓N. ‘<• . ::•/\N✓\• s»*...-y—-—-^-y.••.Li- y'>w ^ ttjdtatarbBl " Katertal 777777 OfSlaal ^apw Battan — Width - ZS xxxx r 7r>-X I. . .XN Bsqsios Fcw A 90-cesass *v* gga/g Outside* Blnecer Inside Olsster X T Zr (CD/ZJ (O.TOTrj (0.293T) tO.lMtjffD)tlDI In.in.In.In.1"^in. 1-3 O.S3.S 0.7. 3 1.B 1.7 0-7 1.04. 4.3 2.4 I2.1 0.9S«.o 3.0 1.2 2.37.2 1.13.SS 3.4 1.4 2.089.S 4.3 1.3 2.34.212.0 S.O10 2.15.114.4 7.2 3.012 18.0 2.38.4 3.7IS9.0 . *veluc5 srs bmd on typical outside dlaeBetnes Wtleh ece issunal to bs 201. greater than the Inside dlsBetecs. t - FlexiMLe Tubing Withsut Sand and Qravel Filter or Support Envelope Figtnre 4-5 : •v ; (SCS-Mirmesota MN-250-4 11 /9 q *. ; .*.V I I .1 I s rI* I !K I a i GROUND SURFACE(D(/I /TTTTT/jTTa trench width 1 o(1- ru /trench width trench Width :I backfill . OACKFILL backfillI !I mIn^II ro I GRANULAR I----SOIL ^IMPERMEABLEsheet iJi granular ^ SOIL ^. 6-Q 6*I (II P(1 -2 -JA-:•amsiMi BOTTOM OFTBEHCH--'SAND AND. GRAVEL i).'-PI3 .s“- SAND and GNAVEL iIBOTTOM OF TRENCHi SAND AND GRAVELrtiAirs 4-fiA, TViblnq Pncasail in Sand anil Crawl Diveiope for ' Suppsrt.rtqura 4-^b. ‘nildivi Encased In Sand and (travel Envelope Poaicmed ‘ aa a Filter, >• . INFlqure 4-6o, IXibinq fncasad In jSoi^ and Cravel Envelope peatqned . . loa m niter wltb on lofianMable Sheet, euch eaPUefcto. .•'ri#'";?*’- ’ ' ' I U1• * ................ o •!V I.. ■/ 4>;v Vr ■ v^' liifSiPiip:■i-Mi m 11 ■ : : ' i • • ■ I , 1 .. -H. •? ? (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 DOmSTREAM 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 2.0LP-1 LP-2 2.0 MN-250-6 11/3QSCS-mmmSOTA-ARBA 2 WEST OTTER TAIL COmTY CORRUGATED THERMOPLASTIC TUBING It II ORIGINAL GROUND @1 1.5 1.5 TRENCH SHIELD; 1.5’-f TUBING ORIGINAL GROUND 1.5 'TUBING TILE TRENCH ALTERNATIVES (NOT TO SCALE) FIGURE 4-7 MN-250~7 REV. 9/10/97 • V ( CONSTRUCTION SPECIFICATION MN-254. WATER AND SEDIMENT BASINS I. 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 1. TILE OUTLET THE 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 BACKFILL MATERIAL THE OPENINGS SHALL EXTEND DOWN TO GROUND LEVEL SLOPED BEFORE OR DURING BACKFILLING. MUST HAVE ADEQUATE MOISTURE TO PERMIT COMPACTION AND BE SUFFICIENTLY COMPACTED TO PREVENT UNDUE SETTLEMENT. 8. RIDGE COMPACTIONTHE THICKNESS OF EACH LAYER OF FILL COMPACTED BY HEAVY EQUIPMENT SHALL NOT EXCEED 9 INCHES BEFORE COMPACTION.EACH SCS-MINNBSOTA-AREA 2 WEST OTTER TAIL COUNTY WATER AND SEDIMENT BASIN m-254-1 9/S3 V /f\ 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 9/89MN^254-2SCS-MINESOTA-AREA 2 WEST OTTER TAIL COUNTY WATER AND SEDIMENT CONTROL BASIN ■> f! 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.r 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. 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. AFTER TUBING HAS BEEN S/$9m--254^3SCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY WATER AND SEDIMENT BASIN ■>’ /I MATERIAL SPECIFICATION MN-3Q4 CORRCOATEE THERMOPLASTIC TUBING AND FITTINGS 1. SCOPE THIS SPECIFICATION COVERS THE QUALITY OF CORRUGATED THERMOPLASTIC TUBING AND FITTINGS.i 2. TUBING AND FITTINGSCORRUGATED POLYETHYLENE TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION F 405 OR TO THE REQUIREMENTS OF ASTM SPECIFICATION F 667 AS APPROPRIATE FOR THE NOMINAL SIZES SPECIFIED. CORRUGATED POLY (VINYL CHLORIDE) TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION F 800. IF PERFORATIONS ARE SPECIFIED, THE TUBING SHALL ALSO CONFORM TO THE FOLLOWING ADDITIONAL REQUIREMENTS, AS APPROPRIATE. PERFORATIONS. INLET AREA SHALL BE AT LEAST 1.0 IN- TUBING. A.IF PERFORATIONS ARE SPECIFIED, THE WATER _ _ PER LINEAL FOOT OF THE INLETS SHALL BE EITH CIRCULAR PERFORATIONS OR SLOTS ABOUT EQUALLY SPACED ALONG THE LENGTH AND CIRCUMFERENCE OF THE TUBING IN NOT LESS THAN THREE ROWS. CIRCULAR PERFORATIONS SHALL NOT EXCEED 3/16 INCH IN DIAMETER.SLOTS SHALL NOT BE MORE THAN 1/8 INCH WIDE AND IN THE MIDDLE OF THE SLOT VALLEY SO THAT THERE IS A SHOULDER ON EACH SIDE OF THE SLOT. SHALL BE CLEARLY CUT. SLOTS AND CIRCULAR PERFORATIONS MEASURE DIMENSIONS OF PERFORATIONS ON A STRAIGHT SPECIMEN. NO EXTERNAL FORCES SHALL BE APPLIED. MEASUREMENTS WITH INSTRUMENTS ACCURATE TO 0.01 INCH. B. MAKE LINEAR 3.MARKING THE TUBING SHALL BE MARKED AS REQUIRED IN THE APPROPRIATE ASTM SPECIFICATION. MN-S04-1 11/$QSCS-^MINNESOTA^AREA 2 WEST OTTER -'-m^ CORRUGATED THERMOPLASTIC TUBING AND FITTINGS V (/—'( MA'EERIAI, S^ECIPICATXOW HETALLIC-COATED COERU6A3SD 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. PIPE ALL 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. 3/90MN-SSI^lSCS-'MINNBSOTA-AREA 2 mST OTTER TAIL COUNTY METALLIC-COATED CORRUGATED STEEL PIPE V (: 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 THE AFFECTED SURFACES SHALL BE CLEANED TO BRIGHT METALSPLATTER. BY SAND BLASTING, POWER DISK SANDING, OR WIRE BRUSHING. CLEANED AREA SHALL EXTEND AT LEAST ONE-HALF INCH INTO THE UNDAMAGED SECTION OF THE COATED AREA. COMPLETION OF SURFACE PREPARATION ALL TREATED SURFACES SHALL BE PAINTED WITH TWO (2) COATS OF ONE OF THE FOLLOWING PAINT SYSTEMS. THE WITHIN 24 HOURS OF (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. MN-551-2 3/90SCS^MINNBSOTA^AREA 2 WEST OTTER TAIL COUNTY METALLIC-COATED CORRUGATED STEEL PIPE > /( MATBRIAI* SPECIFICATIONS MN-552. ALCMIINOM CORRUGATED PIPE 1. SCOPE *THIS SPECIFICATION COVERS THE QUALITY OF ALUMINUM CORRUGATED PIPE AND FITTINGS.i 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: 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. (1) THE PIPE SHALL BEA. 3.COATINGSBITUMINOUS COATINGS, WHEN SPECIFIED, SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 849. 4. COUPLING BANDSCOUPLING 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. 3/90MN-552-ISCS-MINNESOTA-AREA 2 WEST OTTER TAIL COUNTY ALUMINUM CORRUGATED PIPE V 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 7 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 AS. 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. 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. THE AFFECTED SURFACE SHALL BE CLEANED TO BRIGHT METAL THE WITHIN 24 HOURS OF COMPLETION 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 i| OTTER TAIL COUNTY PLANNING COMMISSION NOTICE OF PUBLIC HEARING APPLICANT: Setran Family Tst %Gordon Setran RR1 Box 87 Elbow Lake, MN 56531 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 crop field. West Otter Tail Soil and Water Conservation District will complete engineering 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 (56-405), NE E-911 ADDRESS: 12785 298*'’Ave LEGAL ,DESCRIPTION: W1/2 NW1/4 Ex Cemetery & Ex 18.11 Ac Tr, Section 20 of St. Olaf 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 forwarded to the Land & Resource Management Office. INDIVIDUALS REQUIRING SPECIAL ACCOMMODATIONS SHOULD CONTACT THE LAND & RESOURCE MANAGEMENT OFFICE PRIOR TO THE HEARING. October 4, 2000 Mailing Date Bert Olson Chairman Planning Commission ' /J u ! LAND AND RESOURCE MANAGEMENTOTTER TAIL COUNTY COURTHOUSE, FERGUS FALLS, MN 56537 : STATE OF MINNESOTA ) ) ss COUNTY OF OTTER TAIL ) I, Marsha Bowman, duly appointed and Acting Secretary of the Otter Tail County Planning Commission^ Otter Tail County, Minnesota, do hereby certify that the——day of—(jM—_, 2000,Jhe attached Notice of Hearing and was duly served upon the following: Tif ^ Q(ydo^ on 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 & Waterways, 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 Same Envelope Planning Commission Members, Township Clerk, Lake Asfedaation 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 inrthe 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 LISTING REQUEST FOm d-cLr APPLICANT: P.C. MTG; jTWP.SEC.PLATS /“7' ‘yYcT^AF iSY\ h Jo z iaJ / OTTER TAIL COUNTYTA901LACS Tax System09/21/2000 11:29:11 Name Address Legal Modeler COVERPAGE *******************************************************************************S E T R A NS E T R A NS E T R A NS E T R A N******************************************************************************* ♦ ★ ★* * **★★* ★ ★★ ★ ★★*■k * ** * ** * * k k k k k k Report Selection: SELECT BY TWP/SECTIONSELECT MODEL 263 PAYABLE YEAR ROLL TYPES SECTION TOWNSHIP 2001ALLINCLUDE 17 THRU 20 INCLUDE 0054 SORT MODEL 001 SORT BY PARCEL NUMBER MAXIMUM NUMBER OF LEGAL LINES TO PRINT....99 WHAT RELATIONSHIP SHOULD PRINT?..(blank for all)..0 Print Address?...Y Run Instructions:Jobq Banner Copies Form Printer Hold Space J SETRAN LPI Lines CPI606601PINS10 OTTER TAIL COUNTYTA901L Taxpayer ACS Tax System09/21/2000 11:29:11 PAGE 1Name Address Legal Modeler Dist T/C Sch Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Legal StatusName & Address RANGE-04120015401 0054 02610024878 PRI TERRANCE E & BRENDA K JOHNSON RR 1 BOX 157 DALTON MN 11.40 ACPT NEl/4 NEl/4 BEG NE COR SEC 17 S 161.85' S 84 DEG W 545.73' S 262' S 81 DEG W 492.13' N 84 DEG W 303' TO W LN NEl/4 NEl/4 N TO SEC LN E TO BEG 56324-9724 2001 •RsrmrnTTn SECT-17 TWP-131 RANGE-041 PT SEl/4 NEl/4 BG SE COR "" NEl/4, W 590', N 595', E 590', S TO BG 5401 0054 02610012669 PRI RURAL CELLULAR CORP PO BOX 2000ALEXANDRIA MN 56308-2000 1 i b U U T" 8.06 AC 2001 6 9 00 SECT-17 TWP-131 RANGE-0415401 0054 02610038782 PRI DONNA JOHNSON THOENNES 10985 COUNTY ROAD 60 NW BRANDON MN 126.64 AC56315-8252 El/2 NEl/4 EX TRS, NEl/4 SEl/4, NWl/4 SEl/4 EX TR & SWl/4 NEl/4 EX TR 2001 R3-4-00017011SECT-17 TWP-131 RANGE-0415401 0054 02610106676 PRI TERRI REUTTER RR 1 BOX 158 DALTON MN 56324-9725 90.60 ACGL 2, GL 3 & 4 EX TR & Nl/2 SEl/4 NWl/4 20015401 0054 02610102117 PRI ROBERT REUTLER 522 FELTON AVE GREGORY SD 57533-1423 SECT-17 TWP-131 RANGE-04125.00 ACTHAT PT GLS 3 & 4 LYING SWLY OF FOL DESC LN BG NW COR GL 3 THENCE S 0 DEG W ALG CENTERLN OF RD 373.62' SELY ALG CENTER LINE 649.3' S 44 DEG E ALG CENTER LINE 880.7' SLY ON CENTER LINE 1025' TO E LN GL 4 S 1 DEG W ALG E LN 166' TO SE COR GL 4 & TERM 2001 R54000170118000SECT-17 TWP-131 RANGE-0415401 0054 02610041091 PRI TIMOTHY MOUNTS RR 1 BOX 161 DALTON MN 56324-9726 122.50 ACSl/2 SEl/4 NWl/4 Sc NEl/4 SWl/4 & SWl/4 SWl/4 Si( LOT 5 ^4 0^00lTg^'5^y<>»20015401 0054 02610094566 PRI MICHAEL J Sc RANAE J EDWARDS RR 1 BOX 157A DALTON MN RANGE-04153.90 AC56324-9724 OTTER TAIL COUNTYTA901L Taxpayer ACS Tax System09/21/2000 11:29:11 Name Address Legal Modeler Dist T/C Sch 2PAGE LegalSpl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Name & Address Status ****************************************PT NWl/4 SEl/4 & PT SWl/4 NEl/4 BG SW COR NWl/4 SEl/4 N 2625.60' E 1015.53’, S 393.2', S 76 DEG E 152.18'S 912.72', N 80 DEG W 551.1' S 1344,5’ W TO BG 2001 'R’e^uuui'TOigoe'cy SECT-17 TWP-131 RANGE-0410037053 PRI TRUMAN & CAROLYN L EGGUM RR 1 BOX 301 DALTON MN 5401 0054 0261 56324-9768 20.80 ACLOT 1 5401 0054 0261 2001 R54000170121000SECT-17 TWP-131 RANGE-0410042068 PRI MARLENE A NOVOTNY RR 1 BOX 162 DALTON MN 79.50 AC56324-9726 SEl/4 SWl/4 Sc LOT 6 2001 R54000170122000SECT-17 TWP-131 RANGE-0415401 0054 02610019071 PRI LAVERN & MARILYN THOMPSON 126 ADOLPHUS AVE W FERGUS FALLS MN 22.30 AC56537-3403 LOT 7 2001 R54000180123000SECT-18 TWP-131 RANGE-0410013350 PRI GARY H & CAROL A BOTHUN RR 1 BOX 165 DALTON MN 5401 0054 0261 166.96 ACLOTS 6, 7, 8, 9 & 10 EX TR56324-9727K- 2001 R54000180123001SECT-18 TWP-131 RANGE-0415401 0054 02610034521 PRI MALCOLM D MCMILLAN III PO BOX 461 SAUK RAPIDS MN 56379-0461 10.11 ACPT GL 6, 7 & 10 COM SW COR SEC 18 N 2582.18' E 2568.1' TO BG E 55.5' N 50' SELY, ELY & NELY 1550’ TO MOST NLY POINT OF GL 6 SWLY SLY Sc SELY 3315' TO S LN SEC 18 W 73' S 55.88' NW 218.29' N 425.08' NE 1777.12 W 240.81' NE 211.71' NW 598.93' TO BG EX PT IN SEC 19 DOC #657574 I 5401 0054 0261 2001 REinnCIQI 0012«0fr0 SECT-18 TWP-131 RANGE-0410040224 PRI MARLAND C NOHRE TST 10210 LEAF LN NW ALEXANDRIA MN 56308-9728 167.32 ACLOTS 2, 3, 4, 5 & LOT 1 EX TR. 5401 0054 0261 2001 RB^eopiooiataai, SECT-18 TWP-131 RANGE-0410035427 PRI JEAN SAMUELSON RR 1 BOX 159 DALTON MN 56324-9726 3.90 ACN 650' OF E 261' OF GL 1 5401 0054 0261 2001 R54000180125000 %0024901 PRI GRETCHEN & BLAINE FARNBERG OTTER TAIL COUNTYTA901L Taxpayer ACS Tax System09/21/2000 11:29:11 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-18 TWP-131 RANGE-041BATTLE°LAKe\n 56515-9606 19.50 AC LOT 11 SECT-19 TWP-T31 RANGE-041 LOT 6 (SWl/4 SWl/4) 20015401 0054 02610027251 PRI WILLARD C NELSON RR 1 BOX 169 DALTON MN 38.98 AC56324-9729 2001 R54000190127000SECT-19 TWP-131 RANGE-0415401 0054 02610012639 PRI SETRAN FAMILY TSTATTN GORDON & BRIGITTE SETRAN RR 1 BOX 87 ELBOW LAKE MN 80.00 ACNEl/4 SEl/4 & SEl/4 NEl/456531-9772 3* 2001 R54000190128000SECT-19 TWP-131 RANGE-0415401 0054 02610011922 PRI DOUGLAS J & SUSAN HANSEN RR 1 BOX 171 DALTON MN 77.45 AC56324-9731 Wl/2 SEl/4 EX R.R. OF W 2001 R54000190129000 SECT-19 TWP-131 RANGE-041 SEl/4 SEl/4 LIFE ESTATE MALVA IVERSON 5401 0054 02610106668 PRI ARNOLD A IVERSON TST RR 1 BOX 172 DALTON MN 40.00 AC56324-9731 2001 R54000190129001SECT-19 TWP-131 RANGE-0415401 0054 02610023212 PRI STATE OF MINNESOTAATTN DEPT OF TRANSPORTATION 395 JOHN IRELAND BLVD SAINT PAUL MN 11.74 ACABANDONED LINE ACROSS Wl/2 SEC 19 & SWl/4 SEl/4 (RAILBANK)55155-1899 20015401 0054 02610013350 PRI GARY H & CAROL A BOTHUN RR 1 BOX 165 DALTON MN SECT-19 TWP-131 RANGE-04187.07 ACGL 5 & PT El/2 SWl/4 COM NW COR SEC 19 S 1327.75' E 341.25' TO RD SE ON ROAD 1654.77 2738.67N 1322' W 1285.16' N 707' TO LK NE ON LK 653' E 1103' TO BG 56324-9727 I TO BG SE ON ROAD S 253.55 W 1318.62'I I 2001 R&4 08<W.-9'W3 0i8 01SECT-19 TWP-131 RANGE-0415401 0054 02610013351 PRI EUNICE C DIGRE TRUSTEE RR 1 BOX 168 DALTON MN 70.99 ACPT GL 4 & PT SEl/4 NWl/4 Se PT El/2 SWl/4 COM NW COR SEC 19 S 1327.75' E 341.25' TO RD & PT OF BG SE ON RD 4393.44' N 3697.4R/W-LIFE ESTATE TO ELEANOR BOTHUN 56324-9728 I W 2261.3 ' TO BG EX RR OTTER TAIL COUNTYTA901L Taxpayer ACS Tax System09/21/2000 11:29:11 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 ♦ ★★★♦★★★★♦★★★★★■A'**'**'*****'*************'** 5401 0054 02610013351 PRI EUNICE C DIGRE TRUSTEE RR 1 BOX 168 DALTON MN 2001 SECT-19 TWP-131 RANGE-04156324-9728 23.01 ACPT GL 4 & PT SEl/4 NWl/4'cOM NW COR SEC 19 S 1327.75 E 341.25 1654.77 ON LK 625ESTATE TO ELEANOR BOTHUN I TO BGITO RD SE ON ROAD W 1124.1' TO LK NLY ' N 820 I TO BG LIFEt 0013351 PRI EUNICE C DIGRE TRUSTEE RR 1 BOX 168 DALTON MN 5401 0054 0261 2001 I^54-&0©d-S©i3-LCUUSECT-19 TWP-131 RANGE-04156324-9728 36.76 ACLOT 3 EX TR LIFE ESTATE TO ELEANOR BOTHUN 5401 0054 02610020929 PRI ROGER L & EUNICE C DIGRE RR 1 BOX 166 DALTON MN 2001 onm nn->SECT-19 TWP-131 RANGE-04156324-9727 2.70 ACPART NWl/4 COM NW COR SEC 19 E 20.08' TO BG E 428.3 ' S 474.22' N 79 DEG W 168.93' N 16 DEG W 280.22' N 45 DEG W 246.09' TO BG 2001 8^4cmrrmii5iiuoorSECT-19 TWP-131 RANGE-0415401 0054 02610012639 PRI SETRAN FAMILY TSTATTN GORDON & BRIGITTE SETRAN RR 1 BOX 87 ELBOW LAKE MN 90.27 ACG L 1 EX TRS, NEl/4 NEl/4 EX TR & SWl/4 NEl/456531-9772 5401 0054 02610013350 PRI GARY H & CAROL A BOTHUN RR 1 BOX 165 DALTON MN 2001 SECT-19 TWP-131 RANGE-04156324-9727 39.85 ACLOT 2 EX TR 0042327 PRI GERALD A & BEVERLY THOMPSON RR 1 BOX 271 FERGUS FALLS MN 5401 0054 0261 2001 R54&00190132002SECT-19 TWP-131 RANGE-04156537-9747 2.90 ACPT GL 1 LYING N OF TWN RD & ADJ TO LAKE VINJE 5401 0054 02610022891 PRI PAUL A & MARGIE A MELBY RR 1 BOX 163 DALTON MN 2001 R54000190132003SECT-19 TWP-131 RANGE-04156324-9726 21.73 ACPT NEl/4 BEG ON E LINE SEC 19 1285.85' FROM 1/4 SEC COR N 825.5' ON SEC LINE WLY 1387.50' SLY 535.95' SELY 191.85' ELY 781.60' S 193' E 471.15' TO PT OF BEG « OTTER TAIL COUNTY TA901LACS Tax System 09/21/2000 11:29:11 Taxpayer 5Name Address Legal Modeler Dist T/C Sch PAGE LegalSpl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #StatusName & Address ****************************************2001 kbjTl'0(J19ei32O'&4 ■ SECT-19 TWP-131 RANGE-0415401 0054 02610034521 PRI MALCOLM D MCMILLAN III PO BOX 461 SAUK RAPIDS MN .14 AC56379-0461 PT GL 2 COM SW COR SEC 18 N 2582.18' E 2568.1' TO BG E 55.5' N 50' SELY, ELY & NELY 1550' TO MOST NLY POINT OF GL 6 SWLY SLY & SELY 3315' TO S LN SEC 18 W 73' S 55.88' NW 218.29 W 240.81 598.93' TO BG EX PT IN SEC 18 DOC #657574 1I I N 425.08' NE 1777.12 NE 211.71' NW I I 2001 H54000190132005SECT-19 TWP-131 RANGE-0415401 0054 02610095607 PRI DEAN CARL & MELISSA D ROCHOLL RR 1 BOX 164 DALTON MN 5.00 ACPT GL 1 COM NE COR SEC 19 W 1326.64 ' S 34.32 TO BG S 87 DEG W 81.12 DEG W 680.31' S 426.18 344.66420.5' N 27 DEG E 106.87' TO 56324-9727 W 280.31'S 85f »EN 178.84’ N 61 DEG EI BG 2001 flSitoooaooi330oy SECT-20 TWP-131 RANGE-041 SWl/4 SWl/4 EX TR LIFE ESTATE MELVA IVERSON 5401 0054 02610106668 PRI ARNOLD A IVERSON TST RR 1 BOX 172 DALTON MN 37.02 AC56324-9731 2001 ^■0400028013300* SECT-20 TWP-131 RANGE-0415401 0054 02610033058 PRI RICKY A SCHROEDER 17690 W INA RD NW EVANSVILLE MN 2.98 AC56326-8247 PT SWl/4 SWl/4 COM SW COR SWl/4 SWl/4, E 138.88' TO BG, N 410.65' S 77 DEG E 364.4', S 7 DEG W 334.11’, W 338.49 TOI BG 2001 RD4B00e00r!488CrSECT-20 TWP-131 RANGE-0415401 0054 02610032179 PRI DARYL & TERESA E AKERMAN RR 1 BOX 171 ASHBY MN 40.00 AC56309-9505 SEl/4 SEl/4 2001 4^945401 0054 02610012561 PRI UNITED STATES OF AMERICA SECT-20 TWP-131 RANGE-041 GL 5, 8 & W1/2SE1/4 2001 R54000200136000SECT-20 TWP-131 RANGE-0415401 0054 02610042068 PRI MARLENE A NOVOTNY RR 1 BOX 162 DALTON MN 73.60 AC56324-9726 OTTER TAIL COUNTYTA901L Taxpayer ACS Tax System09/21/2000 11:29:11 Name Address Legal Modeler Dist T/C Sch PAGE 6 Name & Address Spl Sp2 Sp3 Sp4 Sp5 Sp6 Sp7 Sp8 Sp9 Year RParcel #Legal Status ic*************************************** LOTS 2 & 3 5401 0054 02610012639 PRI SETRAN FAMILY TSTATTN GORDON & BRIGITTE SETRAN RR 1 BOX 87 ELBOW LAKE MN 2001 SECT-20 TWP-131 RANGE-04160.39 ACWl/2 NWl/4 EX CEMETARY & EX 18.11 AC TR56531-9772 5401 0054 02610022891 PRI PAUL A & MARGIE A MELBY RR 1 BOX 163 DALTON MN 2001 R54000200137001SECT-20 TWP-131 RANGE-04156324-9726 18.11 ACPT Wl/2 NWl/4 BG ON W LN 1285.85' N OF l/4 SEC COR, ELY 218.75', SLY 228.4', E 514.7', N 667.15', NWLY 505.9', W 535.5', S 825.5' ON W LN TO BG 5401 0054 02610019519 PRI NORWEGIAN EVANG LUTH CONG CHURCH CEMETERY 2001 R54000200137002SECT-20 TWP-131 RANGE-041 1.5 AC TR IN W1/2NW1/4 5401 0054 02610097086 PRI ERNA L VODEGEL TST ET AL RR 1 BOX 89-1 ASHBY MN 2001 R54000200138000SECT-20 TWP-131 RANGE-04156309-9801 155.41 ACEl/2 SWl/4 EX TR & LOT 4 & NWl/4 SWl/4 5401 0054 02610020695 PRI GARETH & LINDA KLIMEK RR 1 BOX 173 DALTON MN 2001 R54000200138001SECT-20 TWP-131 RANGE-041 S 195' OF E 177' OF SEl/4 SWl/4 56324-9731 .79 AC 0012328 PRI JEROME R & REBECCA R HENNESSEY 5401 0054 0261 RR 1 BOX 153 DALTON MN 2001 R54000200139000 SECT-20 TWP-131 RANGE-04156324-9722 10.78 ACLOT 7 Sc SUB LOT B OF GL 6 0027088 PRI WENDY J WALVATNE PO BOX 114ASHBY MN 56309-0114 5401 0054 0261 2001 R54000200140000SECT-20 TWP-131 RANGE-04132.32 ACG L 1 Sc SUB LOT A OF G L 6 43 RECORDS PRINTED k Print Key Output Page 1 09/20/00 13:16:15OTTER5769SS1 V4R4M0 990521 Display Device User .... QPADEV0009JTHOMPSO TC906D 10 T56 ACS Tax System Bill No. Parcel No. 34845 2000 Inquiry Taxpayer/Legal InfoNameSETRAN FAMILY TST" ATTN GORDON & BRIGITTE SETRAN ELBOW LAKE MN TaxpayerSETRAN FAMILY TST RR 1 BOX 87 ELBOW LAKE MN 0R 54000200137000R 5653112639District Code 5401Tax CodesTwn/Sch 0054 0261 Spec Dist User Codes B..TIF District Property AddressNO GPAS RECORD 56531-9772 Alternate Legal DescriptionSect/Twn/Range 20 131 041 PlatLot/Block Wl/2 NWl/4 EX CEMETARY & EX 18.11 AC TR . EscrowDeeded60.39 AC Other More Legal? NA=CSM B=ASM C=DQ D=NAL E=TR F=SP P=PA S=GS U=CAMA More Addresses? Y Mod? Action? 1 Office Telephone: 218/847-1500 Fax: 218/847-1583 District 4 Detroit Lakes/Morris 1000 Hwy. lowest Detroit Lakes, Minnesota 56501 Monday, October 16, 2000 Subject: Setran Family Trust Conditional Use Permit Otter Tail County Planning Commission Otter Tail County Courthouse Fergus Falls, MN 56537 Deceived 17 eooo land & resource Dear Commissioners: • The Minnesota Department of Transportation, District 4 received and reviewed the Conditional Use Permit application for the Setran Family Trust. Mn/DOT district Four has no comments regarding this permit. Thank you for submitting the request for our review. If you have any questions please feel free to call me at 1-800-657-3984. Sincerely, /BraHKy A. Klonsc^ District Planner Mn/DOT District 4 Paul Trimbo - Permits File cc: An equal opportunity employer