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HomeMy WebLinkAbout018-1025-50-100 (2) J J' r TIRY ENGINEERING cn For Iture and the Environment P. 0. Box 44F ��� V� Michael J. Tiry, P. E. Chippewa Falls WI 54729 715-723-6777 To: Dave Dacquisto Date: 8127/97 St Croix co. Zoning Office ; Go 1101 Carmichael Road Zt Hudson, WI 54016 .Lti Re: Completion of the Waste Storage Pond-Baldwin Dairy I The waste storage pond on the Baldwin Dairy is now complete except for the seeding and mulching. The facility was constructed according to the original plan except that the following changes were made: 1. A leakage detection lysimeter was added to monitor leachate quality and quantity under a 1% sample of the side slopes and the bottom. 2. Steel rods were installed as wear gages to indicate when the clay liner will have to be refurbished. I understand that twelve gages were installed. The gages are 6"below the surface of the liner. It is understood that, when the gages become visible, the liner will be refurbished. 3. Two concrete agitation pads and sumps were installed instead of the five that we originally specified. This change was made at the landowner's request to accommodate the way that the pit would be emptied. Their intention is to agitate the pond lightly at a number of places rather than to do vigorous agitation at limited agitation points. The agitation will be done at the surface of the pond rather than at or near the bottom. Since the three additional pads will seldom if ever be used, they were eliminated from the design. All of the changes are consistent with the minimum requirements of the NRCS standards 313"Waste Storage Structure"and 425"Waste Storage Pond". To the best of my knowledge, belief and professional judgment, except for the seeding and fencing, this storage facility now meets or exceeds the minimum requirements of the Natural Resources Conservation Service's standards. In talking to the St. Croix County LCD, I understand that the landowner can now begin suing the waste storage pond. The pond will therefor be put into service today. I will send the"As Built"plan when the seeding and fencing are complete. Sincerely, Michael J. T' , E-14414 cc: Kyle Fagerland,Durand Builders John Vrieze,Baldwin Dairy ST. CROIX COUNTY WISCONSIN 1 ZONING OFFICE p p p M p p p p p _ ■ppi ST. CROIX COUNTY GOVERNMENT CENTER :max 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 April 2, 1997 John Vrieze Baldwin Dairy 2036 Co. Rd. E Baldwin, WI 54002 Dear Mr. Vrieze: Enclosed please find a Land Use Permit issued to Baldwin Dairy on March 27, 1997 . This was requested by Tiry Engineering. If you have any questions, please contact our office. Sincerely, AF1I1Afww+...� r��r_ p, Thomas C. Nelson Zoning Office /dl lV FILED MAID 17 1997 6 FEB 2 5 1997 0- 3 KATHLEEN H.WALSH Register of Deeds ST CROIX COUNTY 556002 SL Croix Co.,WI SURVEYOR'S RECORD CERTIFIED SURVEY MAP VRIEZE FARMS, INC. Located in the SE 1/4 of the SW1/4 of Section 12, T29N, R1 7W, Town of Hammond, St. Croix County,Wisconsin. OWNERS ADDRESS : 2036 c.r.H. "E " BALDW/N, W1. 54002 N 114 COR.,SEC. 12, T29N, R 17W I I" IRON PIPE FOUND J Dated: Jan. 15, 1997. 3 "Revised this 25th day of Feb. 1997." � n UNPL A T TED L ° N h Z --- - — A NDS_ h O W N 89• I'7 39 "E 743.77 ' H a APPROVED x , W h b h ° O� ,, FEB 2 "1., 97 h QI m ST.CRC1tX L�::�ra;,.• Q� a Cut]larehlansive J h 41 Ql ^ LOT 1 mks co n"it e p Q b Parks i.'i0l7?r52itik.. �I o Q LAjI 3 498, 23 S OUA RE FEET I/1. 454 A I ndt recorded W x INC UD/NG RIGHT- OF- WAY wiihi��3t3 days of m DI ? ti kl o a 474, 73 SOUARE FEET 1 /0.890 'giplovaldate z QI o ,� EXC UQ/NG RIGHT - OF-WAY approval shall be m �I W o �� n e null and void M W tu I o �I a: W � o 14 tn \I� 2 NORTH- SOUTH 114 p l to tk. SECT/ON LINE S h tu ,a W = l C4 -4 /00' BU/LD/N6 SETBACK LINE /00' S.89 20 /3 "W 743.92 — 11880 08 , S 89• 20 /3 " W 743.92 ' "� b 589.20'/3"w COUNTY TR NK HIGHWAY E SW COR., SEC. 12, T29N, R/7W SOUTH LINE OF THE SW//4 S 114 COR., SEC. /2, 7-29 N, R/T W I COUNTY SURVEYOR'S MON. 1 I/.VRON PIPE FOUND J UNPLATTED LANDS ,`�O1tE1�klaAf�6 /+ Off```` \c J v O N INDICATES SECT/ON CORNER MONUMENT `��, `►" '9d® I AS NOTED J O /NO/GATES / "X 24 IRON PIPE W6/6H/NG �•LAU E� w 'A INDICATES LFENCE SET. W RPHY cc: _ 1713 �. cn m ER FALLS,.:� �'(I a w F •'. WISC.. .• SCALE IN FEET I" r /50 9F "• " m 14 �'�., LAND ��o'A N 0' 75' /50' 300' 450 ' , ��, aurence W. Murphy zoo Re stered Land Surveyor 9 DRAFTED BY :JW6 SHEET / OF 2 VOL. 11 PAGE 3214 Parcel #: 018-1025-50-100 01/29/2014 09:16 AM PAGE 1 OF 1 Alt. Parcel M 12.29.17.188A 018-TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner BALDWIN DAIRY INC O-BALDWIN DAIRY INC 2487 CTY RD G EMERALD WI 54013 Property Address(es): *= Primary * Districts: SC=School SP=Special 2046 CTY RD E Type Dist# Description SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Notes: Legal Description: Acres: 11.454 SEC 12 T29N R17W PT SE SW BEING LOT 1 CSM 11/3214 11.454AC Parcel History: Date Doc# Vol/Page Type 02/15/2005 787612 2751/086 QC 02/15/2005 787611 2751/084 QC 02/11/2002 670685 1833/67 WD 05/29/1997 1241/608 WD Plat: *=Primary Tract: (S-T-R 40%160%) Block/Condo Bldg: *3214-CSM 11-3214 018-97 12-29N-17W SE SW LOT 1 2013 SUMMARY Bill M Fair Market Value: Assessed with: 226163 777,900 Valuations: Last Changed: 11/04/2008 Description Class Acres Land Improve Total State Reason OTHER G7 11.454 80,200 885,400 965,600 NO Totals for 2013: General Property 11.454 80,200 885,400 965,600 Woodland 0.000 0 0 Totals for 2012: General Property 11.454 80,200 885,400 965,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch#: Specials: User Special Code Category Amount 010-GARBAGE SPECIAL CHARGE 60.00 Special Assessments Special Charges Delinquent Charges Total 0.00 60.00 0.00 Parcel #: 018-1023-10-000 01/29/2014 09:14 AM PAGE 1 OF 1 Alt. Parcel M 11.29.17.172A 018-TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner BALDWIN DAIRY INC O-BALDWIN DAIRY INC 2487 CTY RD G EMERALD WI 54013 Property Address(es): '=Primary Districts: SC=School SP = Special Type Dist# Description SC 0231 SCH D BALDWIN-WDVILLE SP 1700 WITC Notes: Legal Description: Acres: 33.380 SEC 11 T29N R1 7W SE SW EXC S 946 FT OF E 305 FT 448/409 33.38 AC Parcel History: Date Doc# Vol/Page Type 02/15/2005 787612 2751/086 QC 02/15/2005 787611 2751/084 QC 02/11/2002 670686 1833/68 WD 06/09/2000 624530 1517/617 LC more.- Plat: '=Primary Tract: (s-T-R 40 1601/4) Block/Condo Bldg: "N/A-NOT AVAILABLE 11-29N-17W 2013 SUMMARY Bill M Fair Market Value: Assessed with: 226137 Use Value Assessment Valuations: Last Changed: 07/01/2011 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 32.500 7,000 0 7,000 NO UNDEVELOPED G5 0.880 50 0 50 NO Totals for 2013: General Property 33.380 7,050 0 7,050 Woodland 0.000 0 0 Totals for 2012: General Property 33.380 7,050 0 7,050 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 D v --i co — * S 13 _ a CD M o 3 o o e� A N C J � � v C n 0 n OR .� O (D 3 CL 57 ca CD a o n �* x + y o �D C tD Ey O Mt ,.. CL p y (D tv -t O ca ol .* a = CD CD a 0 cD S � O CA Z ,..� �+ N 3 -% ° D m 0 Olt 3 CD y CD CD_. � cD 3 o � n CD C. 0 TIRY ENGINEERING For Agriculture and the Environment P. 0. Box 44 Michael J. Tiry, P. E. Chippewa Falls, WI 54729 715-723-6777 To: Tom Nelson Date: 3/5/97 Zoning Adm.; St. Croix County 1101 Carmichael Road Hudson, WI 54016 Re: Baldwin Dairy Permit to Construct Waste Storage Facility Enclosed is the application for an Animal Waste Manage Permit for the Baldwin Dairy (John Vrieze owner). Also enclosed are two copies of the construction plan and the construction specifications. The reception pits are designed according to the NRCS standard 313. The waste storage pond is designed according to the NRCS standard 425. This pond will have a class B compacted clay liner. The 0&M plan will require that the liner be fitted with wear gages so that the owner can determine the liner needs to be refurbished. Also, because this is a critical site due to the proximity to the water table, the class B liner will be over-built by 12° over the minimum required by the NRCS standards. The permit application fee of$125.00 is also enclosed. The facility will be built by Durand Builders; P.O. Box 10 Hwy 25N; Durand, WI 54736. 1 will inspect construction enough to verify that the reception pit and storage and are built according to these plans and certify the project upon completion. Sincerely yours _ Michael J. Tir(" E-14414 cc: Pete Pershern,Durand Builders 4�C, +' s APPLICATION FOR. ANIMAL WASTE MANAGEMENT PERMIT ' ., . ' . PLEASE PRINT PROPERTY OWNER ,,, ,-., -, . . -MAILING ADDRESS TELEPHONE �^ //// ., �. U, ,���• 3 5'40�7 %t,,,.,,,., �� y� ,���© Applicant jI:f f rent._ MAILING ADDRESS TELEPHONE than above) COUNTY DEPARTMENT USE ONLY THIS PERMIT IS FOR A: r_ _ ew�. ema.._.... . _ ...AClteratron Repair r .� xisting, For Which A Previous Permit is on File, Permit # is-s.ued An Existing System That Has --Been Inspected And Is Compliant As _�_ ...._.- Far"As Soil Conditions. i ONSITE INVESTIGATION Benchmark.Elevation Planned ot - tom Elevation Description n, ,� � ,%� e, J 6'�n �,,;,P ov Bedrock Elevation a �v7`l SOILS Mapping Unit Groundwater Elevation Sample Elevation % 200siev P. I . 7 3 4 7.3 ;P-zocl NUMBER OF Property Well Building Stream FEET FROM Line NEAREST 6r-;, Inspected: by _ Date i FACILITY DESIGN AND UTILIZATION PLAN Attach complete plans in accord with USDA Tech Guide Sections 313 , 425, 633 for the system, on paper not less than 8 1/2x11 in. in size . APPLICABLE TECHNICAL STANDARD 313 Waste, Storag Str ture Type - FH' � ; 425.. Waste Sto age Pond Liner' Class Ldp 633 Waste Disposal Plan/Schedule '1 Design Volume 076, 79 Z Emptying ScheduleS� SIC Designed by Reviewed by Technical Aut46rity ANIMAL WASTE NANAGFME'14T PERMIT I , the undersigned , hereby assume respon::ibiiity for .installation of the animal waste storage system shown on the attached plans and agree to contact the administrative autho t least `3' working days before beginning' Construction . Nam of Signat a ..Phone Number: Cam rra"`^.*- s Address lar Pd �t . COUNTY/DEPARTMENT USE ONLY _ Signature of Fee: Date: ,Disapproved Issuing Agent:. Approved :. Disapproved Reason for Disapproval : In accordance with sec. 15. 32 alleged errors in any order, - -requirement, decision, or determination may be appealed to the Board of Adjustment . POST CONSTRUCION INSPECTION Comments: Inspected by Date CERTIFICATE OF COMPLIANCE I the undersigned hereby certify that the aninmal waste storage facility authorized under permit number has been installed according to its approved plan specification and will be utilized in accordance with prescribed management plan. -" Permittee ' s Signature Date COUNTY/DEPARTMENT USE ONLY i The permitted facility has been designed and constructed in accordance with requirements of the Chippewa County Animal Waste Ordinance permit requirements and is authorized for use . Administrative Authority Date TIRY ENGINEERING _ P.O. Box 44 Chippewa Falls, WI 54729 OPERATIONS AND MAINTENANCE PLAN - Owner: Baldwin Dairy- (John Vrieze) - Addre-ss 100 th Ave - -. Baldwin, WI 54002 = - Location: Sec. 12 T29 R17 - - Date: 3/4/97 - WASTE STORAGE FACILITIES This plan states the procedures for -operations and maintenance of - - this system as assumed in the design process . The following operating and maintenance procedures must be followed to -ensure proper and safe operation of the reception pit over -the -life of this facility. 1 . Inspect the facility periodically. - _ Inspect the covers and grates periodically. Replace any: - covers and grates that are no longer serviceable because of wear or corrosion. Inspect safety shields to -be sure that they are securely in place. 2 . Maintain necessary safety features including proper fencing, warning signs, stop blocks, guard-rails, covers, and similar items See "Safety Around Waste Storage_ Structures" (attached) . All ports to the tank must be -no -larger than V -2" x 3' -8" in size. All ports must have a cover capable of safely supporting a point load of 1500#. Grates for grated openings shall have a maximum -opening width of 6" and must be able to support a point load -of_ 1500# if no vehicles will be on the cover. If vehicle loads are to be supported by the cover, the cover should be able to support 12, 000#. Grates with openings wider than -2" shall be protected from cattle and human traffic with guardrails. It is recommended that a gate system be available to allow the blocking off of the access ports to prevent- accidental entry by humans, machines, and animals during scraping or other maintenance. 3. Reception Tank Top Loadings Design Loads: The tank is designed to allow tractor traffic next to the structure. Machinery loadings are only allowed -on -the precast panels where the 8" Solid type panels are used. The reception pit top panels are - designed to support livestock loads and tractor loads according to the .SCS(NRCS) pre-qualification specificatio_ n. - - The 8" Drive -Tbru: =(solid_) Panels can support one 12, 0.00# point load- per panel -These panels are designed to support a small TMR wagon.- with only one wheel load on each -panel. _ 4 . Handling Manure = A. Reception --Pit -T -- ank -(Main and Exception) - - 1. Avoid scraping dry or frozen -manure into the tank. 2 . Use only minimal amounts of bedding when pumps are used to agitate or transfer contents of tank. Excessive amounts of bedding will clog the transfer pipe. 3 . _ The r_eception _pit is proportioned to store manure for -4 .9 days--when- CIP and milkhouse wastes are added to the -tank.- This storage- capacity is based on an assumed herd of: 450- hd of cows a 1500# /cow @2 .35ft3/day-cow =1057 .5ft3-/day. -The CIP and milkhouse wastes total 750 gal/day. The- usable tank volume capacity is 5667 ft3 considering storage level to within 6" of panel bottoms - in main tank° and 8" accumulated solids in the bottom of _ the tank.- -The -manure level shall only come to within 6" of holding area panel bottoms as to allow room for agitation and ventilation. It is recommended that the CIP and milkhouse water- be added- to the reception pit to more liquify-the contents . The water should enter the in the cross gutter section of the tank and the transfer pipe from the exception pit should enter the tank in the- 61-- deep section. This system is not designed to- handle sand- ladden_manure. _ B. -Storage Pond- 1 . The -earthen lined storage pond is sized for 240 days of storage for 450 hd plus 750 gal of CIP and milkhouse water. This volume allows for 12" of -accumulated solids in the bottom and 12" of freeboard for precipitation. 2. The storage pond shall be agitated only from the agitation pads. Agitation from unprotected locations will accelerate erosion of the clay liner. No machines should enter the storage pond for the purpose of emptying the accumulated solids on the pond floor. 3 . The pond- shall be inspected after every emptying cycle. Inspection should include locating and repairing signs of wear around or under the agitation pads as well as any liner surface. 4 . If repair is required, the liner must be scraped of all traces of organic matter and the top 3" or more of clay shall be removed until any signs of leaching in the clay have -been removed. The area should then be repaired with quality clay liner material according to NRCS standard 425. The material shall be placed in the same manner that it was originally placed. 5. Wear gauges shall be installed during construction. The gauges can be- used to monitor the erosion of the liner. The top- ofthe gauges- should be 6" below the surface of the completed liner. -The minimum thickness - of the liner (30 on the- bottom and 36" on the side slopes as measured- perpendicular to -the surface) will occur- when -6" of the-wear gauge is _above the surface . Before 6" of the gauge is exposed, the liner shall be repaired to its original- specifications . Note that -these minimum Liner -thicknesses- are- 6" greater than the - NRCS minimum-specifi-cations in order -to protect the groundwater due to the proximity of the storage pond to the Rush River and the granular subsoil. C. Emptying of Reception Tank (Main and Exception Area) l : If agitation is required, agitate according to the Pump supplier' s- instructions . Normally 6" to 12" of accumulated solids will not be removed from tank bottom during pumping operations. 2 . Minimize- odors by not mixing and spreading on humid days or- upwind'-fra n nearby neighbors . 3. When the reception -pit is full, its contents shall be pumped to the storage pond (or the main pit in the exception pit' s case) . There shall be cleanout risers along the transfer -line to allow pressure washing and cleanout of the -transfer line in the event of plugging. 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. 3 . The amount of waste applied to the soil must not exceed the nitrogen or phosphorus requirements of the crops to be grown. 4 . Apply manure to fields according to a plan based on the SCS Practice 590 Nutrient Management. 5. Incorporate manure into the soil within 72 hours of application if more than 25 tons per acre per of solid dairy manure or its equivalent is applied. 6. Wastes applied within the 10 year flood plain (within 200 feet of rivers, lakes, or streams the flood plain is not known) will be incorporated into the soil within 72 hours of application. 7 . 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 bedrock must be incorporated over fractured b within 72 hours. 8 . Wastes will not be spread in a waterway, terrace channel, or any areas where there may be. a concentration of runoff. 9. Wastes can be applied to frozen or - snow covered -Soils if a- and b- below are met: a. For slopes less than 60, specifications 1 through , 9-must be met. b. For slopes 6-12%, the following additional provisions- (-if appli-cable) must- be made to reduce runoff and pollution: (1) Waterways must be w_ ell . grassed. (2Y Where slope length exceeds twice the terrace interval, -the land will be: (a) terraced; (b) -contour strip-cropped 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 spread on frozen or-snow covered soils that have slopes over 12% . SIGNATURE DATE TIRY ENGINEERING P.O. Box 44 Chippewa Falls , WI 54729 SAFETY AROUND WASTE STORAGE STRUCTURES When planning the construction and operation of waste management systems , there are a number of safety measures that need to be considered. All owners and operators of such systems are urged to review these items and implement the measures which apply to their individual systems . The following is a partial list of safety measures which should be considered. Not all of the measures are applicable to all systems ; neither is this an all inclusive list . Some systems of waste management might include safety hazards not addressed here. Owners and operators are urged to be aware of this possibility and implement appropriate safety measures . Some Common Safety Measures 1 . A warning sign must be mounted on all liquid manure tanks to the effect that death may occur upon entry to this tank. Such signs may be purchased from companies which fabricate holding tanks . 2 . Waste storage structures (particularly liquid systems ) should be fenced to exclude people, livestock , and pets . Such fence should consist of at least five barbed strands spaced no farther than nine inches on center or woven wire with barbed strand on top , or standard cattle panels . 3 . Mounted pumps tend to work the tractor toward the pit . Where pits are to be agitated and emptied from the top of the dike with three point hitch mounted pumps , safety bumpers should be installed and kept in place . The bumpers must be set such that they will act as stops for the back wheels of the tractor . 4 . Where pits are to be agitated and emptied from the top of the dike with a trailer mounted pump, chock blocks should be used to block the tractor while it is in operation. S . Install and maintain safe bumpers or restraining bars to mark critical stopping points for pushing manure over vertical walls or steeply inclined slopes . Remember that these structures serve primarily as markers and not stops . 6 . Install and maintain grates or covers over all openings and holes (e.g. pump hoppers, risers of gravity transfer systems , openings in tank lids , etc) . Such grates should have openings no wider than six inches . Grates must have sufficient strength to carry the heaviest load expected to be imposed upon them. 7 . Install guard rails to keep humans or animals from stepping through any grates or holes which are not small enough to restrain a foot or hoof . 8 . Install guard rails along the top of any vertical wall or platform. 9. Keep shields in place while operating mechanical equipment.. 10 . Provide adequate ventilation when storing manure under barns__ or buildings . An auxiliary generator should be on standby to run ventilation fans in the event of a power failure. Care must be taken to insure that air from storage tanks is not drawn into barns and other buildings by the ventilation system. 11 . Back flow from above grnandtR/Cgtanks)chavescaused numerous ground glass lined, steel environmental problems due to manure spills . To prevent this , an audible warning system should be installed at the reception pit . The warning system should sound an alarm whenever the electric motor on the pump is shut off and the knife valve is open. The alarm would turn off onl when either the motor is in operation or the knife valve is shut off . 12 . All equipment manufacturers ' safety requirements are to be noted and followed. 13 . All pesticides used in connection with ag . waste handling will be used according to label instructions . 14 . Agricultural waste must be disposed of in a manner which will not degrade surface and/or ground water . A nutrient management plan which conforms to the SCS practice standard 590 should be followed. 15 . Display and obey no smoking signs in areas where explosive gases can be produced from storage of agricultural wastes . 16 . All construction debris should be picked up before putting the agricultural waste system into operation. 17 . Sharp or pointed objects located where people or livestock could be injured by them should be removed or padded. 18 . All storage ponds lined with synthetic membrane liners must be equipped with emergency egress mechanisms at 30 ' intervals , along each slope . 1.9. Waste storage pits may contain poisonous or harmful gases . Never enter a waste storage structure without: • Standby help • Standby Respirator • A rope secured around the body • Complete and through ventilation of the pit • Gas mask • Failure to heed these cautions may result in death. Michael J . Tiry, P.E.