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HomeMy WebLinkAbout034-1029-60-000 (2)St. Croix County Planning and Zoning Friday, June 09, 2006 at 5:42:58 PM Detail Sanitary Information Page I of I Computer #: 034-1029-60-000 Sub/Plat: 40 acres Section: 13 Parcel #: 13.29.15.207 Lot: TNIRNG: T29N R15W Municipality: Springfield, Town of CSM: 1/41/4: SW 114 SE 1/4 Owner: Mahoney, Barry 3244 90th Ave. Glenwood City, WI 54013 State Permit: 453307 Issued: 06/13/2004 POWTS Dispersal: Mound 24" or more suitable soi Permit: New County Permit: 0 Installed: 10/08/2004 POWTS Detail: NA Bedrooms: 3 WI Fund: POWTS Pretreatment: NA Notes Issuer/Inspector As Built Plumber Other Requirements Additional Notes Money Owed Not determined NA Myers, Lyle J. Barry sold the SE of SW 1/4 minus the easterly 99 $0.00 Ryan Yarrington Signed Off: Yes ft. (3 acres) so he now has 43.0 acres in this parcel (see deed 798715 on 6/27/05) Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 10/8/2007 l3 e� �JO :L VOL 20 PAGE 5111 KATHLEEA H. WALSW— REGISTER OF DEEDS ST. CROIX Go., WI RECEIVED FOR RECORD 11/231/2005 03:00PM CERTIFIED SURVEY MAP NO. 5111 CERTIFIED SURVEY MAP VOLUME PAGE REP FEE: 1. 00 20 COPY FEE: 300 5111 PAGES: 2 PART OF THE SOUTHEAST QUARTER RECEIVED OF THE SOUTHWEST QUARTER, SECTION 13, TOWNSHIP 29 NORTH, RANGE 15 WEST, APR 2 5 2006 TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN LANDS Si. I UNPLATTED North line l of SE; SW NW corner N89'02'59"E 1207.41' / sE/sW LOT J LOT 2 236,641 sq.ft. PREPARED FOR: 5.43 acres DANIEL WINE a 906,398 sq-ft. 891,970 sq. ft. incl. r-o-w 1160 260th ST. c� ; 20.80 acres 20.48 acres Glenwood City. WI � \ inct. r-o-w not incl. r-o-w; OWNERS_ ' \ W 227,750 sq. f t. 5.23 acres DANIEL WINE 473.05' / ntert%ne not incl. r-o-w Ica �. �, H A R O L D N89't 1'06"E O 75 se lb ack O line 324.• w z _ N89'11'06"E ni CD m p O Cn LOT 1 m A OT Lz 3 I Iv o \_� I %+ 435,600 sq.f t. soil tests 1JC z rn 0 10.00 acres j o. o i iEn i2 t Incl. r-o-w �. c� O o r -� „ yyyltt A �m ad �. W soil te5i5 m°deg, s` �n DRAFTED BY: �ond N(n Joel A. Brandt No barn �z JB SURVEYING LLC 4td 0 sq. ft. O ,�� o m 966 Rustic Rd 3 S $ Glenwood City, WI 9.acres o� w ncl r-o-w o �+ m w snag p w bulsetback line _ _ w SW corner — -S88'59'42"W 1206.68'— — — — — edxOE/SW 29.00' ov S 30.57' d,.ve oy 32.13' 00' _ 461. 32' 272. 33' A' 1305.71' 473. 459.66 274.00, _ 99.00' V 589'11'06"W _\ 589'11 06' W _4 3i05 _ S89'l l'06"W _S89'11 O6 W%_O$ S89'11,66-4 Southwest Corner centerline 90th AVE. / South 1/4 Corner proposed Section 13-29-15 S89'11'06"W 7206.71' driveway Section 13-29-I5 Found Survey Mark Nail 2611.42' Found 1' Iron Pipe UNPI.ATTED LANDS Note: Each parcel on this map is subject to State and County laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc ). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office for advice. North is referenced to the South Line of the Southwest Quarter of Sec 13-29-15• which bears S89"11"06-W (St. Croix County Grid System) SCALE: 1" - 250' 0' 250' 500' LEGEND 0...__.Government Corner (as noted) o.__....Set 3/4" x 18" iron rebar weighing 1.502 lbs./lineal ft, ,C JOEL A � ♦1 MAK1T a-zeos alEww000 GYTv, Page 1 of 2 ' Vol.20 Page Sill I flllll flflf f' i 4(I{I Illf' mill 11111111111111111 CERTIFIED SURVEY MAP PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; BEING LOTS 2 AND 3 OF CERTIFIED SURVEY MAP, VOLUME 20, PAGE 5111- SECTION 13, TOWNSHIP 29 NORTH, RANGE 15 WEST, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN z o w m v, o i.n W I to LANDS UNPLATTED N89'02'59"E 1207.41' 884927 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 12/O1j2008 04:30PH CERTIFIED SURVEY MAP VOL: 23 PAGE: 5591 REC FEE: 13.00 FrvEJVED \VV ST. CROIX COUNTY ----� SURVEYOR'S RECORD LOT 4 LOT 2 dota 843,332 sq.ft. 837.152 sq. ft. 299,707 sq.ft. ��. 19.36 acres 19.22 acres 6.88 acres Incl. r-o-w not incl. r-o-w;' /m incl. r-o-w S89'11'06"W 473.05' - ---- se: :ick i , _ ... 324.89' L O z _ N89.11'06"E Ict o Lo: i o c U il CSIM 2") �51 i 1 a ----.- LOT 5 LEGEND 0._.......Government Corner (as noted) o septic a o .........Set 3 /4" x 18" iron rebar weighing 1 502 ibs /lineal ft " •._.. Found 3/4" iron rebar SCALE: 1" = 2SO' 0' 250' SOO' 30.5 1778.76'— Southwest Corner s59.11'o6"w Sect' 13-29 15 centeriine� ,. WW)II'V111, hou�_�� 282,568 sq. f t. 6.49 acres not incl. r-o-w raj r-W South 114 Corner ietbock line Section 13-29-15 0 hod------ -- -- s,`s633-65' 0 33_D0 Fd I' iron Pipe 3'i--- -% 99.0_0' .J!r© B S89'11'06"W l 589'11'06"W 733.66' 90th -AVE. ;on 2611.42'-�------- Fd Survey Mark Nail UNPLATTED LANDS Note Each parcel on Phis map is subject to State and County laws, rules and regulations 6 e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office for advice. - olm Line Data7--__ L1 N89-11'06"E I 109-33' DRAFTED BY: L2 No1'31'o3"w 31.6T Joel A. Brandt --T------^�---� JB SURVEYING LLC L3 N89-11'o6"E -.I North is referenced to the South Line of the Southwest Quarter of Sec 13-29-15, which b5s S89`11'06"W (Si. M-;xiounty Grid System) NOTE: Shoreland Zonin rules ma a I C nt 4.I h 5c O IV 9 JOELA.' * SPANOT - # a81wOOD CRY,; g y pp y o ac e C-7 St Croix County Zoning Office for further advice. A possible violation of the St. Croix County Zoning Ordinance will be created if the existing structure, located 200' from the property line: OR 150' from the public road right-of-way, ever houses livestock or animal units. 'zu— �\.:b muft Vol. 23 Page 5591 Sheet 1 of 2 t3 CERTIFIED SURVEY MAP NO. 5111 VOLUME 20 -PAGE 5111 . 81 c''8'91 VOL 20 PAGE 5111 KATHLEM H. WALSH REGISTER OF DEEDS ST. CROIX CO. WI RECEIVED FOR RECORD 11/23/2005 03:00PH CERTIFIED SURVEY HAP REC FEE: 13.00 COPY FEE: 3.00 PAGES: 2 PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SECTION 13, TOWNSHIP 29 NORTH, RANGE 15 WEST, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN _LA_N_DS UNPLATTED North line -- of SE/SW NW corner N89'02'59"E 1207.41' / SE/SW LOT 2 PREPARED FOR: 906,398 sq.fK 891,970 sq. ft. DANIEL WINE mac' 20.80 acres 20.48 acres 1160 260th ST. u� of Glenwood City, WI incl. r-o-w not incl. r-o-w�cc h �o OWNERS: DANIEL WINE HAROLD z 0 LZ o I ICA) to CD rn C DRAFTED BY: Joel A. Brandt JB SURVEYING LLC 966 Rustic Rd 3 Glenwood City, WI SW corner I2 SE/SW V S89'71'66"W _ Southwest Corner Section 13-29-15 Found Survey Mark Nail `ce ✓, 473.05' ' nterline d N89'11'06"E LOT 1 435,600 sq.ft. 0 10.00 acres 1 incl. r-o-w soil tests ,10Q421 510 sq. ft.� 9.6 acres no incl. r-o-w ry_'ruq 75' setback dine _ 324.,89' o _ w � w � soil tests/t MV 0 u A N `"born' shed �m LOT 3 N 2 o m � o 0o w $ g o rn r.; A w u w RECEIVED 1N 15 = Sr. G'WM CO." Vim` S LOT 3 236,641 sq.ft. 5.43 acres incl. r-o-w 227,750 sq. ft. 5.23 acres not inct. r-o-w 99.00. -10 ? sa i I uo w _— — -- -- OB 589 1 t'O6 1tuw :enterline 90th AVE. V / South 1/4 Corner proposed S89'll'06"W 1206.71' driveway Section 13-29-15 2611.42' Found I' Iron Pipe UNPI.An]ED LANDS Note: Each parcel on this map is subject to State and County laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office for advice. W* (9 y tday setback lineS8859'42"W exis ?.00' ed driY $ 30.57' North is referenced to the South Line of the Southwest Quarter of Sec. 13-29-15, which bears S89'11'06"W (St. Croix County Grid System) 1206.68' o 461.32' 32.1 3. SCALE: 1" = 250' 0' 250' 500, LEGEND 0.......... Government Corner (as noted) o .......... Set 3/4" x 18" iron rebar weighing 1.502 lbs./lineal ft. .toa w. w MtAIOT sxeos fLEFNVOOO CITY, vw �` \O l� I Page 1 of 2 Vol.20 Page 5111 K �aITCXD LIOTSSTIUllIOJ X;j : agep STgq uO DW alOJaq o_; uzOM� pue paq T .�osgnc ;w tiE T 11,7Cti •paub*s:ap se pa�ajdu�o� uaac; cet{ ��aCozd a�seM TeutTcle ac{q OJT:+zas PG6T ,zapun 3FiJi3I%�3� ?< dM If111INFI ANIMAL WASTE PERMIT APPLICATION The undersigned hereby applies to the St. Croix County Zoning Department for a Animal Waste Management use permit for an Animal Waste Structure. APPLICANT ,'O\rrLl 11nr"k;h a ADDRESS j L/o (f,0 u e, let' wc6,cj ("41, �✓y OWNER OF SITE ) 6 " y, :: le ,' v ARCHITECT, ENGINEER, CONTRACTOR �Cj�l+1 I�I��e�t 5( S eGrL Gev, l&.Y+, Z ,tLg j mil. LEGAL DESCRIPTION OF SITE 5ed --- /3 J q A) J$'Vy ADDRESS OF SITE 3? Vo Go e TYPE OF STRUCTURE JU" �e Sf o r c, e ZONING DISTRICT The applicant shall submit as part of this application, those items of information identified in the following checklist as being relevant to the Animal Waste Ordinance Standards applicable to the proposed use. DATE �(� _ �� SIGNEDa�-���. Applicanf or Agent" Payment of $125.00 payable to St. Croix County Zoning Administration is due at the time of submittal to Zoning Office of Application. ANIMAL WASTE ORDINANCE PERMIT CHECK LIST NOTE: The following checklist identifies information to be included with the application. - 1. The facility plan must contain the following: a. A scale drawing of the proposed facility and the location of buildings within 250 ft., wells 300 ft. and homes within 500 ft. of the proposed facility. The drawing shall also show the scale and north arrow. b. The structural details including dimensions, cross sections and concrete thickness. C. The soil test pit locations and soil descriptions to depth of three (3) feet below the proposed bottom of the facility and five (5) feet below the proposed bottom of the facility if located within 250 feet of a well. d. The elevation of groundwater or bedrock if encountered in soil profile and the date of determinations. e. The number and kinds of animals for which storage is provided. f. Provisions for adequate drainage and control of run-off of surface and groundwater. Stream, lakes or ponds within 500 feet shall'be noted. g. Time schedule for construction of the facility. (Permits are good for two (2) years. h. A description of the method used in transferring the waste from the facility. i. Plans for utilization of the animal waste, amount of land available for application, identiication of the areas to be used, soil types, and any limitations (water, slope of land, bedrock, sinkholes, etc.) j. Short term storage. U.S. -DEPARTMENT OF AGRICUL TURF SOIL CONSERVA TION SERVICE DRAWING NO. WI-001 REV. 8190 CONS TTPLUC TION PLAN PRACTICE W GI S tL? C' OWNER /31 e+ r r v- ADDRESS COUNTY ` r: % f LANDOWNER PHONE NO. 2 6.5- ti 7 7 TOWNSHIP So ri k i r, r t !cl SECTION 3 TOWNSHIP 2 y N RANGE �,� !• FIELD OFFICE �i rl TE�LYEI HONE NO. WT H I � � I I I N i I i I I i I I _ L OCA TION MAP NOTICE TO LANDOWNERS AND CONTRACTORS REGARDING UTIL I TIES NO REPRESENTA TION IS MADE BY THE USDA SOIL CONSERVA TION SERVICE OR THE S 7/7 C l - C' i ;,x COUNTY LAND AAV WATER CONSERVATION DEPARTMENT AS TO THE EXISTENCE OR NONEXISTENCE OF UNDERGROUAD HAZARDS. PRIOR TO THE START OF CONSTRUCTION THE OWNERS OF UTILITIES MUST BE NOTIFED OF THE PENDING CONSTRUCTION. YOU WILL BE LIABLE FOR DAMAGES RESUL TING FROM CONSTRUCTION ACTIVITIES. CONSTRUCTION DRAWINGS AND SPECIFICA TIONS ACCEPTANCE 1/WE HA VE REVIEWED AND DO ACCEPT THE A TTACHED PLANS. 1/WE AGREE TO HAVE THIS PROJECT CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND TO NOTIFY ALL AFFECTED UTILITY COMPANIES. SIGNED.- DESIGNED BY: CHECKED BY.: APPROVED APPROVED BY. DA TE.' DA TE.' c, - DA TE DA TE.' DA TE• SHEET / OF ? U.S, DEPARTMENT OF AGRICULTURE `' SOIL CONSERVATION SERVICE DRAWING NO. WI-005 REV. 1I/82 ESTIMATED QUANTITIES ITEM UNIT QUANTITY SHEET WT. CONSTRUCTION SPEC, NUMBER OR JOB SHEET NO. IV F- 1 ESTIMATED QUANTITIES OWNER Designed Checked SHEET OF 0+�5 O-hS0 I 0t7S t OWNER A SWCD, Wl. 1NTY , Checked: a c :TOF /Z -5-cf - e e k--- / k/ no n., p.' 4� 6 OWNER LCC , 141 COUNTY Designed Checked: C.Z.- /C.-/ C-//- (-/ (,- C- / . . SHEET —6— OF 72 r..; U.S. DEPARTMENT OF AGRICULTURE DRAWING N0. WI-403 REV. 8/86 U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE DRAWING NO. WI-700 REV. 9/86 NOTES: 1. STANDARDIZED DESIGN: MUST BE ADAPTED TO THE SPECIFIC SITE. 2. THE DESIGN FOLDER IS FILED IN THE SCS STATE OFFICE, 4601 HAMMERSLEY ROAD, MADISON, WISCONSIN 53711. 3. USE POST, PRESSURE TREATED TIMBER, OR STEEL COLUMN APPROXIMATELY 6'-6" LONG FOR DIAGONAL OR HORIZONTAL BRACE. 4. SECURELY FASTEN BRACE. 5. STAPLE BRACE WIRE TO GATE, BRACE, AND CORNER POSTS. 6. USE POSTS FOR GATE BARS. STAPLE EACH WIRE TO THE GATE BAR. 7. USE 2" x 2" STAY(S). SINGLE STAPLE EACH WIRE TO STAY(S). 8. USE 1 PULL OR CENTER POST AND ONLY ONE BRACE POST FOR LOCATIONS WHERE A PULL POST ASSEMBLY IS INSTALLED ON EACH SIDE OF A DRAW. 9. SEE DRAWING NO. WI-701 REV. 9/86 FOR DETAILS OF SPLICE. 10. DIMENSIONS ARE APPROXIMATE AND MAY VARY FOR VARIOUS SITE CONDITIONS. 11. IF WOVEN WIRE IS USED WITH BARBED WIRE, STAYS SHALL BE INSTALLED AT THE ONE-THIRD POINTS OF THE GATE. 4 BARBED WIRES WOVEN WIRE AND 2 BARBED WIRES 3 BARBED WIRES IJOVEN WIRE AND 3 BARBED WIRES SEE REVERSE SIDE FOR ADDITIONAL INFORMATION FENCE DETAILS WOVEN WIRE AND 1 BARBED WIRE ELECTRIC HORIZONTAL OR DIAGONAL BRACE STAY ATE POST BRACE POST BRACE WIRE l GATE SECTION HORIZONTAL OR DIAGONAL BRACE _><F7 )WIRE BRACE BRACE POST PULL POST BRACE POST PULL POST ASSEMBLY HORIZONTAL OR DIAGONAL BRACE ABBRACE WIRE ACE POST CORNER POST CORNER POST DETAIL LINE POST LINE POST LINE POST -CONCRETE - L STEEL POST DRIVEN AS SHOWN DEADMAN A T RNATE METHODS LINE FENCE ACROSS SHALL DRAWS (SHOWN FOR 4 BARBED WIRES, BUT APPLICABLE FOR ALL TYPES) UNITED STATES DEPARTMENT OF AGRICULTURE Soil Conservation Service ESTABLISHING AND MAINTAINING VEGETATION WI-CPA-123 10/83 I. Make Plans for Seedin after Construction! Seed within 24 hours after construction. It construction finishes after make a temporary seeding of or a dormant seeding. If a temporary seeding is done, plan to reseed in early spring. Where possible and practical, divert runoff until vegetation is established. Use soil retention blankets, jute matting, or sod in critical areas where water concentrates. 2. Obtain Needed Materials! Test soil. Secure lime, fertilizer, seed, seed inoculation and mulching materials before construction starts. a. Lime. If needed, apply lime at the rate of tons per acre. b. Fertilizer. In lieu of a soil test, apply 400-600 pounds per acre of 20-10-10. c. Seed. Always check the label and seed in pure live seed rates. d. Mulch Materials. Mulch with 1 1/2 tons/acre of straw or hay reasonably free from grain and weed seed, or strawy manure at the rate of 6-8 T/A may be used. Mix # (From Critical Area Planting Mixtures-342) S ecies SEED RATES PER ACRE AND SEED NEEDED IN POUNDS Location Acres Location Acres Location Acres Rate Per Acre # See Needed Rate Per Acre # See Needed Rate Per Acre # See Needed 3. Prepare the Seedbed! THE SUCCESS OF THIS SEEDING DEPENDS ON THE PROPER SEEDBED. With a disk or harrow, work the soil to a 3 inch depth. On small areas, handwork may be necessary. 4. Mulch Properly! Spread mulch uniformly. 1 1/2 T/A is 60 bales per acre or 6-7 stems thick. nc or mulch by pressing into the soil with a dull, weighted disc set straight or other approved methods. Work waterways crosswise when possible. 5. Seed! Inoculate birdsfoot trefoil and crownvetch properly. Seed shallow at 1/4 to 1/2 inch deep immediately after seedbed preparation. A cultipacker seeder works good. A hydro -seeder or hand seeder can be used. 6. Maintain Properly! Control weeds and undesirable woody vegetation. Delay mowing until after July 15 to accommodate ground -nesting wildlife. If pastured, always regulate grazing. Where grasses alone are used, an occasional application of ferti- lizer, high in nitrogen helps to maintain the stand. ADDITIONAL COMMENTS: OWNER COUNTY Designed: Checked: SHEET OF 'U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SFRVTCF • • • UKAW1N(3 NU. W1-9Ub (11 OPERATIONS AND MAINTENANCE PLAN WASTE STORAGE FACILITIES I agree to the following for the next ' . years. 1. Inspect the facility periodically. 2. Cut and remove weeds, shrubs and trees from earthen structures. Control rodents. 3. Maintain necessary safety features including proper fencing, warning signs, stop blocks, guard rails, covers and similar items. 4. Handling Manure A. Hopper 1) Avoid scraping dry or frozen manure into hopper. 2) Use only minimal amounts of bedding when pumps are used. 3 B. Storage 1) Begin filling facility early enough in fall to cover inlet pipe opening to avoid freezing. 2) C. Emptying 1 Agitate properly according to pump manufacturers instructions. 2 Minimize odors by not mixing and spreading on humid days or upwind from nearby neighbors. 3) Periodically remove solid accumulation on bottom of pit. 4) SIGNATURE 6 /.j d 0 N 06J (f V C ") q DATE MAINTENANCE PLAN Manure Storage Facility D. Waste Utilization 1) Waste application to land must comply with specifications, state laws, or local ordinances, whichever is most restrictive. 2) Manure will be spread on fields where the soil loss tolerance will not be exceeded at rates not to exceed tons per acre per year. 3) The amount of waste applied to the soil must not exceed the nitrogen requirements of the crops to be grown. 4) When applying normal applications of less than 25 tons of solid dairy manure per acre per year or its equivalent and in lieu of specific manure analyses, use the rule of thumb estimates of available nutrients in manure as listed in tables 9, 10, 11, and 12; or procedure listed under when applying more than 25 tons of solid dairy manure per acre per year. 5) When applying more than 25 tons of solid dairy manure per acre per year or its equivalent, manure loading rates will be based on available N. Calculations will be made by using tables 2, 3, 4, 5, 6, 7, and 8, and figure 1 found in Waste Utilization 633 found in section IV of SCS Technical Guides. 6) Incorporate into the soil within 72 hours of application all application of more than 25 tons per acre per year of solid dairy manure or its equivalent. 7) Wastes applied within the 10 year flood plain, or within 200 feet of rivers, lakes, or streams if the flood plain is not known, will be incorporated into the soil within 72 hours of application. 8) Waste will not be applied to soils less than 10 inches thick over fractured bedrock. Waste applied to shallow soils that are 10 to 20 inches thick over fractured bedrock must be incorporated within 72 hours. 9) Wastes will not be spread in a waterway, terrace channel, or any areas where there may be a concentration of runoff. 10) Wastes can be applied to frozen or snow covered soils if a and b below are met. a. For slopes less than 6%, specifications 1 through 9 must be met. b. For slopes 6-12%, the following additional provisions (if applicable) must be made to reduce runoff and pollution: (1) Waterways must be well grassed. (2) Where slope length exceeds twice the terrace interval, the land will be (a) terraced; (b)' contour striperopped with alternate strips in sod; or (c) contour farmed and protected with at least 30% ground cover from the previous crop. c. Wastes will not be spread on frozen or snow covered soils that have slopes over 12%. 0 J 1�1 11) (any additional requirements) U-.S. DEPARTMENT OF AGRICULTURE • SOIL CONSERVATION SERVICE OPERATIONS AND MAINTENANCE PLAN WASTE STORAGE FACILITIES DRAWING NO. WI-905 (11/84 I agree to the following for the next years. 1. Inspect the facility periodically. 2. Cut and remove weeds, shrubs and trees from earthen structures. Control rodents. 3. Maintain necessary safety features including proper fencing, warning signs, stop blocks, guard rails, covers and similar items. 4. Handling Manure A. Hopper 1) Avoid scraping dry or frozen manure into hopper. 2) Use only minimal amounts of bedding when pumps are used. 3) B. Storage 1) Begin filling facility early enough in fall to cover inlet pipe opening to avoid freezing. 2) C. Emptying flAgitate properly according to pump manufacturers instructions. Minimize odors by not mixing and spreading on humid days or upwind from nearby neighbors. 3) Periodically remove solid accumulation on bottom of pit. 4) SIGNATURE fC Il 41--°rY DATE i MAINTENANCE PLAN Manure Storage Facility OWNER LCC, WI COUNTY Designed: Checked: SHEET r OF i D. Waste Utilization 1) Waste application to land must comply with specifications, state laws, or local ordinances, whichever is most restrictive. 2) Manure will be spread on fields where the soil loss tolerance will not be exceeded at rates not to exceed tons per acre per year. 3) The amount of waste applied to the soil must not exceed the nitrogen requirements of the crops to be grown. 4) When applying normal applications of less than 25 tons of solid dairy manure per acre per year or its equivalent and in lieu of specific manure analyses, use the rule of thumb estimates of available nutrients in manure as listed in tables 9, 10, 11, and 12; or procedure listed under when applying more than 25 tons of solid dairy manure per acre per year. 5) When applying more than 25 tons of solid dairy manure per acre per year or its equivalent, manure loading rates will be based on available N. Calculations will be made by using tables 2, 3, 4, 5, 6, 7, and 8, and figure 1 found in Waste Utilization 633 found in section IV of SCS Technical Guides. 6) Incorporate into the soil within 72 hours of application all application of more than 25 tons per acre per year of solid dairy manure or its equivalent. 7) Wastes applied within the 10 year flood plain, or within 200 feet of rivers, lakes, or streams if the flood plain is not known, will be incorporated into the soil within 72 hours of application. 8) Waste will not be applied to soils less than 10 inches thick over fractured bedrock. Waste applied to shallow soils that are 10 to 20 inches thick over fractured bedrock must be incorporated within 72 hours. 9) Wastes will not be spread in a waterway, terrace channel, or any areas where there may be a concentration of runoff. 10) Wastes can be applied to frozen or snow covered soils if a and b below are met. a. For slopes less than 6%, specifications 1 through 9 must be met. b. For slopes 6-12%, the following additional provisions (if applicable) must be made to reduce runoff and pollution: (1) Waterways must be well grassed. (2) Where slope length exceeds twice the terrace interval, the land will be (a) terraced; (b)' contour striperopped with alternate strips in sod; or (c) contour farmed and protected with at least 30% ground cover from the previous crop. c. Wastes will not be spread on frozen or snow covered soils that have slopes over 12%. 11) (any additional requirements) F- t7. u �L -- - -- — — + t 1 � = _ - oo o TO TT - LAY I E fr f it -- - '-- - -- -- -- - --- - — -- -` r - Y-04 — - - - _ - S R Y 1 y� =- ��"-Ec r,-� - 7 = _ -_ - /,-, c� ; .%i� �„��- (BOND T _ - _ t _- $_- - U. S. DEPARI`MENT OF AGRICULTURE - - _ - � { SOIL CONSERVATION SERVICE -------------------------------- . -- -- --- -- - --------------------- -- _ - - - - .. . - - - rr <w .. .'._ o.,.nna ae. -- — or �12 ScF PAGc -., FOR CFTf�T i- Ja� F1 +. T- Fi .CNA.NNL- L 02 SOIL 60BING #1 •3 t I 0 S_ SILT SANDS * l ry, 5!_T CLAY �CLI CLAYF SILTS Sc SANDS4 CLAY P;!`F SANDS p i �?�.fj `!J DEFROCK r_ �$ P�.,�+ •\ �" l�� � Pt)'.*P *f W 7"— Pt _ � ���..rX7F�9�• � � ` KKK q7 // (Rue' I WE) • f 1 1 40 7 90 I 2F 26 �&M r—L. Ioo.00 OP C != NW C•OAMEI? F FEED I3uN.k. i i 82 SCS-ENG-313A REV S-75+ j