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Home My WebLink About010-1051-10-000(5) ST. CROIX COUNTY WISCONSIN ti~ a '4 ZONING OFFICE O N N N Inn ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 August 26, 1999 Emerald Dairy c/o John Vrieze 982 200th Street Baldwin, WI 54002 Dear Mr. Vrieze: Enclosed please find the Land Use Permit that you have requested. The following conditions need to be followed: 1) Notify the Zoning Office prior to any construction 2) Permit is valid for 2 years. Any construction shall be completed within 2 years of issuance of permit 3) System to be constructed according to plans as designed 4) Notify Zoning Office at completion of construction If you have any questions regarding this, please contact our office at (715) 386-4680. Sincerely, Rod Eslinger Zoning Specialist Enclosure /sm i 41 i ri- fit,,, ~ Y .e V t 6 ~ 'd ' ~ ~ ' s.,r.. D err, tt~P+w'' 9 ~ •k'c "vi +~,q3 ,y' ~ , tx ~n 4~ ~ 1 ,~-R . •R,-.~s~ ~ sy-. a %Mob V cis CL E v3 y c La mc ma a o O ~ m ■w qrs cis y y y ~ eo 0 CO v y o 'a y Z COj O V c _ .m (Alm ~ cis L s~ ~v 3 C~J- ~✓-03 ANIMAL WAUTE PISKMIT APPLICATION ` y4 M Y. ° ~S T L tF ~Q ti The undersigned hereby applies to the St. Croi bptimak nA Department for an Animal Waste Management use permidx al Waste Structure. r' APPLICANT Emerald Dairy ADDRESS 2487 County Rd. G; Glenwood City, WI 54013 _ Wal-Dean Building Partnership (John Vrieze) OWNER OF SITE P_0 gox 23; New Richmond, WI 54517-0023 ARCHITECT, ENGINEER, CONTRACTOR Tiry Engineering (Michael J. Tiry) P.O. Box 44; Chippewa Falls, WI 54729 LEGAL DESCRIPTION OF SITE NE 1/4 NE 1/4 Section 22; TRSN; R16W , 31(0 Town of Emerald 010 I K 1-16 -15&0 AnnRESS OF SITE 2487 County Rd. G; Glenwood City, WI 54013 TYPE OF STRUCTURE New Dairy Farm Facility ZONING DISTRICT Ag./ Residential 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 SIGNED h arit' or e n t .4119 Payment of $125.00 payable to the St. Croix County Zoning is due at the tim'a the a lioatiosl is aubmi t d to the Zoning pp t o O:E£icc. ~ tai •s~u(~ I i M TIRY ENGINEERING For Agriculture and the Environment P. O. Box 44 Michael J. Tiry, P. E. Chippewa Falls, WI 54729- X777 To: Tom Bauman ate: 194 Wisconsin Department of Natural Resources 101 South Webster A116 2 3 1999 Madison, WI 53707 ST C.RoiX C 04)N Y ; ZONINGOFIFICE Re: Revisions to Emerald Dairy Construction Plan As Mike Tiry had discussed with you over the phone this past week, Emerald Dairy has decided to install a HDPE liner that meets the NRCS 313 Code instead of the Compacted Clay Liner as previously designed. I have enclosed three drawings, which describe the changes. I have not included any details regarding the actual HDPE liner installation. The liner is to be installed by a professional liner installation crew direct from the HDPE factory. These installers are trained and certified by the HDPE manufacturer. They will ensure that the liner materials and installation workmanship exceeds the minimum requirements as described in the WI Construction Specification #202 and provide certification to that effect. We have specified additional requirements above those indicated in the NRCS 313 Code as described in these details. These additional requirements include a 4" lift of compacted clay material under the HDPE liner that shall serve as a secondary containment system and leakage collection system for the storage facility. The pond bottom has been overexcavated in a sloping V shape. This shape promotes flow of any leakage to a 4" collection tile. This overexcavated V bottom shall be filled with drainfill sand to provide a flat surface for the HDPE pond bottom. The sand helps to convey any leakage to the tile. The the changes into schedule 40 PVC prior to leaving the clay secondary containment envelope. The PVC then connects into a 12" diam. sampling riser. The purpose of this riser is for monitoring and removal of leakage if needed. If leakage is ever evident in the riser, a sump pump shall be installed to pump the leakage back into the pond. The HDPE pond has one sump / agitation ramp. The pond has a 60-inch diameter wet well for emptying. A HDPE cover that is welded to the HDPE pond liner will cover the pond. By welding the cover to the sides, the storage pond becomes a closed envelope. The gasses produced by the anaerobic conditions of the manure will be collected and flared. Any precipitation, which falls on the cover, shall be pumped off to surface discharge and will not be combined with the wastes contained in the HDPE storage envelope. The pond will be agitated by recirculation only and not by typical prop type agitation systems. The HDPE cover will have covered ports as openings. There will be one at the concrete ramp that will typically be closed using a zipper type system to seal the flap to the main cover. There will be several ports in the outside edges of the cover. These ports will also typically remain coo 0 closed. The ports have removable covers. These ports will be available for agitation by means of above ground recirculation piping at the time the pond is emptied. The material for recirculation will be drawn from the 60-inch diameter pumpout riser. A perched water table interceptor line has already been installed. The perched water table was present during installation of this line as it was during the initial soil investigations. Upon excavating a trench for the 5" perforated tile and backfilling the trench with porous drainfill material, the confining soil layer causing the perched layer was obliterated and thus the draintile never received water from the perched layer. The tile was installed appre)dmately 2 feet below the lowest perched layer. The tile was extended beyond the pond berm and an observation riser installed. If the riser ever shows signs of water from the tile system, the riser will either be tiled to a surface outlet at an elevation below elevation 59.0 or a submersible sump pump will be installed to pump the water to the surface. Please call or write with any questions. Thank You, Ronnie Williams i 771436PA4118/ Ea0542S KATHLEEN H. WALSH Document Number WARRANTY DIED REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD John Vrieze and Brad Guinn conveys and warrants to 06-22-1999 9:30 AM Emerald City Building Partners, LLC,_the following described WARRANTY DEED real estate in St. Croix County, State of Wisconsin: EXEMPT # CERT COPY FEE: I COPY FEE: TRANSFER FEE: 96.00 RECORDING FEE: 10.00 ?PAGES: 1 Recording Area Name and Return Address Thomas A. McCormack LAW GFFICE 740 Main Stra-al Baldwin, WI 54J2 010-1051-10 (Parcel Identification Number) The Northeast Quarter of the Northeast Quarter (NE '/4 of NE '/4) of Section Twenty-twos, Township Thirty (30) North, Range Sixteen (16) West. I E f t i t Exception to warranties: all easements and restrictions of record. This is not homestead property. Dated this ay~t.day of _1M~_1 1999. I Vrieze i 'Brad inn ACKNOWLEDGMENT AUTHENTICATION Signature(s) STATE OF WISCONSIN ST. CROIX COUNTY M Personally came before me this _ day of 1999, the above named John V "eze and Brad Guinn o me authenticated this day of known to be the person(s) o executed the foregoing in tru ant and acknowledge t e same. signature Lk~ k" signature type or print name type or arint name 1 TITLE: MEMBER STATE BAR OF WISCONSIN Notary Public St. Croix County, Wisconsin. (If not, My co missi is permanent. (If not, state expiration date: authorized by §706.06, Wis. Stats.) 1~ zlin P THIS INSTRUMENT WAS DRAFTED BY 'Names of persons signing in any capacity should be typed or Thomas A. McCormack printed below their si natures. Baldwin, WI 54002 KATHRYN A. JOHNSON Notary Public State of Wisconsin I Information Profa451ona13 Company Fmd du Lac, Witimnsin 800.055.2021