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HomeMy WebLinkAbout040-1264-30-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County Safety and Buildings Division INSPECTION REPORT St. Croix 'GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary PermitNo.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). .174921 Permit Holder's Name: ❑ City ❑ Village ❑ T n of: State Plan ID No.: Miller, Sam Troy Township �— CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: 040- 1264 -30 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic (� ZS-b Benchmark , 3 �{ lo (n - C r Dosing Alt. BM 8 (8 ZI r Aeration Bldg. Sewer Hol St /Ht Inlet 13 • 9S� TANK SETBACK INFORMATION St/ Ht Outlet 13•'S2! , TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic �5o - NA Dt Bottom ---- Dosing NA Header / Man. ! •eS �,� �' Aeration NA Dist. Pipe •�s W,S ' Ho g Bot. System 159° 90 • 1 Is •'fis" PUMP/ SIPHON INFORMATION Final Grade I• 14 Man turer e d St cover 3 r� Model Number GP TDH Lrictio System TDH t orcemain Length Dia. H Dist. To Well SOIL ABSORPTION SYSTENI(jS) am ENCH ) Width F Length � No. Tr nches PIT No. Of Pits Inside Dia. Liquid Depth DIMEN 1 N �J .�5 DIMEN 1 NS SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufactur SETBACK CHAMBER INFORMATION TypeOf Mo Numb r: System: ?5 �' LS OR UNIT �c DISTRIBUTION SYSTEM �^^� Header/Manifold „ Distribution Pipe(s) I x Hole Size x Hole Spacing Vent To Ai; Intake Length Dia_ �� D Spa 2.� SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed/ Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS (Include code discrepancies, persons present, etc.) Inspection #1. 1 /Zq cD Inspection #2• — Location: 408 New Century Drive H dson WI 54016 (NW 1/4 SW 1/4 5 T28N R19W) - 05281914 tier -Lot 23 1.) Alt BM Description = req 2.) Bldg sewer length - amount of cover = > is S�� • %� `�"gPa` $S y fly, Plan revision required? ❑ Yes No - /� Use other side for additional information. R p�csp 4 ( jd 2 SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER a 1 1 $ } .. a a � ...,.m.. «�� .� �.�#.,..v.. �._�,,......_�.,.... # .,. �... .„a ...... .......p.,.»...w....,a �. � I �.,.......m...,�..m ## s...e..m.� .,...�.,.,..w�..mm... ,....... «_s.�..,....,.mms�.._.. �.m..�...._._ � ,�.__ ..,,.....,- k..,.,.. ...... fie-. - �f - ---- �' ...., _._ _._. .�.. ...... .�.« ...._... .....,«. _4­ 4 --J, __ -- r__.._..... _._.......,...._..... .. ._.......,_...... L__..... _._.....__ k I � F i # a gg E # t E 2 N cAk� E ill, # c p 6 6AFFU2-e D . Sanitary Permit Application Safety &Buildings Division 201 W. Washington Ave. In accord with Comm 83.21. Wis. Adm. Code PO Box 7302 NvisconsinSee reverse side for instructions for comple lication Madison, WI 53707 -7302 Personal information you provide may e f rte o d rposes Department of Commerce (Privacy Law, s. .9 (Submit completed form to county if not t, state owned. Attach complete plans to the county copy only) f r stem, a not l 8 -1/2 x l 1 inches in size. Count, State Sanitaty Permit Number if re us appli n State Plan 1. D. Number — I. A lication In Location: mation - Please Print all Information , r Property Owner Name 1 a P�roperty Location ? / 5 GRA 1 Jlf 1/4 ' x� >,A /4, S " T-' 4,N,1 "E (o p Lot Number Block Number Mailing Address 6► 70ty;wGO �., r + Subdivision Name or CSM Number City, State Zip Code Pho b*or , ' city C T-3 II. Type of Building: (check one) ❑ Village )� or 2 Family Dwelling - No. of Bedrooms: `Town of �y u (describe use):._ ❑ State -Owned _ t uest Roa T 1-11 r ' � l 3 �t q� T.e C Ic5'�Q Parcel Tax Number(s _ 20 3.0 Oo p III. T e of Permit: Check only one box on line A. Check box on line B if applicable) S A) 1. Existing S ste ew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑Addition t System System Tank 0 m Permit Number Date Issued B) ❑ A Sanitary Permit was previously issued IV. Type of POW'i' System: (Check all that apply) 10 — 7� 1 O D I ✓Say �' ' _ _ r�"Er 4 C " * 3 � }Cc1 $ � l,igNon-pressurized In- ground e ❑ Mound ❑ Sand Filter ❑ Constructed Wetland • Pre ssuriz ed In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line • At-grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation Elevation rade Required Proposed Rate (Gal Jday /sq. ft.) (MinJinch) v VII. Tank Capacit • in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Gallons Gallons Tanks Con - Con- glass Information crete structed New Existing Tanks I Tanks ❑ ❑ ❑ ❑ sr, 91 rc_ 17-400 I I — 9— _ ��( 2 -zct 9 t- 1 /4 VIII. Responsibility Statement I, the undersigned, assume res onsrbilit for installation of the POWTS shown on the attached plans. Business Phone Number Plumbees Name (print) I Plurnbees Signature (no stam ): MP/MPRS No. Plumber's Address(' City, State, Zip Code) C IX. County/Department Use Only ❑ Disapproved Sanitary Permit F c Fee (Includes Groundwater Date Issued Issuing Agent Sign ture (No stamps) l�t ,Approved ❑ Owner Given Initial Adverse Sur ar e Fee) � Determination X. Conditions of Approval /Reasons for Disapproval: r T v VT I Ep- Z 3 P /0� o4o -I Z ELI - 30_o0 v E LO r j s ' o 6 t �N 0Tr % low I Od .OD {�L r Tb f Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code A.C.E. Soil &Site Evaluations Attach complete site plan on paper not less than 8'/ x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BIN), direction and St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.# Prt of 040- 1022 -10 APPLICANT INFORMATION - Pigal� pir t.8tl information. R ewed By Date Personal information you provide may be used , )6K? ary purposes (Privacy Law, s. 15.04 (1) (m)). — I -r_ Z Property Owner Property Location Miller Sam Govt. Lot NW 1/4 SW 1/4 S 5 T 28 N,R 19 W Property Owner's Mailing Address i k Lot # Block # Subd. Name or CSM# P.O. Box 151 ' l 23 Plat Of Frontier City W--Zip Code 1a, b ber ❑ City ❑ Village ®Town Nearest Road Hudson W", 4,01 ' 769 Troy Tower Road ® New Construction Use: 0nW1 Nfrrr�Wof bedrooms 4 ❑Addition to existing building ❑ Replacement P ttxn►r>eal describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpdff .8 trench, gpd/ft' Ab tion area required 857 bed, ft' 750 trench, ft' Maximum design loading rate •7 bed, gpd/RZ •8 trench, gpolf 2 Recommended infiltration surface elevation(s) 86.50'. ft (as referred to site plan benchmark) Additional design / site considerations histaU trenches using hi capacity infiltrators. Parent material Glacial outwash Flood plai n elevation, if applicable NA ft S-- Suitable for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system ®S ❑ u ®S ❑ U ®S ❑ U ® S E] u El ® u El ® u SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ftz Boring# H in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ;Trench 1 1 0 - 1Oyr2 /1 None A 2fcr mvfr cs 2fm,lc 0.5 ! 0.6 2 14 -31 10yr3/3 None sil 2msbk mfr gw 2fm 0.5 0.6 Ground 3 31 -47 10yr5 /4 None sil 2msbk mfr aw 2fm,lc 0.5 0.6 elev 93.30 ft 4 47 -57 7.5yr4/6 None Is Osg dl gw - 0.7 0.8 Depth to 5 57 -120 1Oyr6/4 None s &gr Osg dl - - 0.7 0.8 limiting factor Fb6 •S >120' 6t. y 6 Remarks: Z 1 0 -3 10yr3/3 None St. 2msbk mvfr cs 2f 0.5 0.6 2 3 -16 7.5yr4/4 None sl 2msbk mvfr cw if 0.5 i 0.6 Ground 3 16 -20 7.5yr4/6 None is Osg ml cw - 0.7 0.8 elev 89.64 ft 4 20 -74 10yr5 /4 None s Osg dl gs - 0.7 0.8 Depth to 5 74 -121 10yr6 /4 None s Osg dl - - 0.7 0.8 limiting factor >121' 33.69 � 3-!b Remarks: H# 1 cut & graded to create a easement across lot. CST Name (Please Print) Signature: Telephone No. James K Thompson "- 715 -248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, Wl 54020 12/31/1999 3602 1172 PROPERTY OWNER. Miller Sam SOIL DESCRIPTION REPORT Page 2 of 3 • PARCEL LDJ Prt of 040 - 1022 -10 A.C.E. Soil & Site Evaluations Horizon Depth Dominant Color Mottles structure sistence Boundary Roots in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Bed Trench 3 1 0 -11 1Oyr2/1 None sl 2fcr mvfr cs 2f &m 0.5 0.6 2 11 -24 10yr3 /3 None sil 2msbk mfr gw 2f &m 0.5 0.6 Ground eley 3 24 -43 10yr5 /4 None sil 2msbk m& aw if 0.5 0.6 91.86 ft 4 43 -8 7.5yr4/6 None is Osg dl gw - 0.7 0.8 Depth t0 5 86 -123 10yr5/4 None s &gr Osg dl - - 0.7 0.8 limiting factor >123' Gq• F t. -. z Remarks: 4 1 0 -4 1Oyr3/3 None sl 2msbk mvfr cs 2f 0.5 0.6 2 4 -20 7.5yr4/4 None sl 2msbk mvfr cw if 0.5 0.6 Ground elev 3 20 -32 7.5yr4/6 None is Osg ml cw - 0.7 0.8 90.41 it L586-119 6 10yr5 /4 None s Osg dl gs - 0.7 0.8 Depth to 1 Oyr6 /4 None s Osg dl - - 0.7 0.8 limiting factor >119' Remarks: H# 1 cut & graded to create drainage easement across lot. 5 1 0 -24 10yr2 /1 None A 2fcr mvfr cs 2f &m 0.5 0.6 2 24 -40 10yr3 /3 None A 2msbk mfr gw 2%rn 0.5 0.6 Ground elev 3 40 -72 10yr5 /4 None sit 2msbk mfr aw if &m 0.5 0.6 94.45 ft - 72 -86 7.5yr4/6 None is Osg dl gw 0.7 0.8 Depth to 5 86 -125 10yr5 /4 None s &gr Osg dl - - 0.7 0.8 limiting factor >125' Remarks: Ground elev Depth to limiting factor Remarks: ` pq - ■ �i �Q�vl�'Gr, owner: P. 7. Sa..,, �;/ /ems • � y91w " B2 �� ■ Pri m ary 6 y54 - er"A AP _ ■ / ■ �3 eq ■ Bs 8er" ntowie I - & � a oor /� down road /ybd8� �6 TP of' /off St a�Fe. \ iee - ?O.97 y property Owner Miller, Sam Parcel ID # Prt of 040 - 1022 -10 Page 3 of 3 6] Boring # � Boring Pit Ground Surface elev. 80.52 ft. Depth to limiting factor > 112" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft *Eff#1 *Eff#2 1 0 -27 10yr5 /4 no ne s & gr. Os g dl gs - 0.7 1.2 2 27 10yr6 /4 none s & gr. Osg dl aw - 0.7 1.2 3 45 -112 10yr6 /4 none s Osg dl - - 0.7 1.2 Borings #6 & 7 added to this report 10/24/00 to verify depth of suitabile soil below system as installed at 75.47'. Site has been cut, resulting in lack of A & B horizons. 71 Boring # Boring Pit Ground Surface elev. 80.92 ft. Depth to limiting factor > 11 8" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots = GP *Eff#1 *Eff#2 1 0-41 10yr5 /4 none s & gr. Osg dl gs - 0.7 1.2 2 41 -60 10yr6/4 none Osg dl aw - 0.7 1.2 3 60 -118 10yr6/4 none s O sg dl - - 0.7 1.2 Site has been cut, resulting in lack of A & B horizons. F—I Boring # A B Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots : GP *Eff#1 *Eff#2 lei cL lCe * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD -i mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 2644777. t pq - 3 of'3 ■ .��106.sP�'dQ�'o� dWner: P�� Ja-.r, /�'��/ /ems • lo�a.�cdP►^op. P o , 6, See- 772 8 /f., , P/ 9 A, y9/. 8� ■. S�.� ps iins�ul�� 87 �I ■ Primary S �emA -ea •/1 s /off ■ Ap / QCe ■ �3 eq ■ Bs Sta.� . ,4 ss u.m cc! • �. TP o�{' /o � Std. ■� i i�- iw �Idafions B1oDlf user Sr� 76" 0o coo p° 00 nn_ a0 DD p° ©© 00 OO CEO 00 ©O Chamber 00 � 00 t Height 00 00 00 00 G7© 00 F n 00 0 0 007 =3 n OO DD oo o0 oO o0 Chamber Height End View 34' 4" Knockout �. Universal End Cap Available Sizes a r 9� w� i Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number Z Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) Soil Absorption Component Size (ft Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorp i n Component Design Flow - Peak (gpd) - ?- Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM owner/Buyer Mailing Address r► ! ti' �y��- �—-� l property Address q je a E W'' (Verification required from Planning Department for new construction) f City /State d j j t� !L 0 V - Parcel Identification Number O LEGAL DESCRIPTION Property Location V4, ' /., Sec. , T ` f N -R" Town of Subdivision Lot #_. Certified Survey Map # Volume Page # II Warranty Deed # 41 Cel I � Volume � r 7 Page # Spec house '[ Vyes ❑ no Lot lines identifiable L yes ❑ no SYSTEM CE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastorplumber, journeyman plumber, restrictedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 SSIAW"I he three expira Z-/ d PLICANT I DATE OWNER ON , of (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of M es 'bed XAN tue of a warranty deed recorded in Register of Deeds Office. �/ O P DATE «s «« «« An y information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. « «s « «« ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed i Vill.1442PAGE 42 ' STATE BAR OF WISCONSIN FORM 2. 1998 606841 1 KATHLEEN H. WALSH REGISTER OF DEEDS This Deed, made between Kathryn B• Tuleren, and Ferris — ST. CROIX CO., WI R_ nilgrpn wi Fa nnrl htygbyryd RECEIVED FOR RECORD Grantor, conveys and warrants to 07 -11 -1999 11:00 AN Sam E. Miller, a single person. WRRAMTY 00 EXEMPT 1 Grantee. CERT COPY FEES Grantor, for a valuable consideration, conveys and warrants to Grantee COPY FEE.- the following described real estate in St TRANSFER FEE: 2228.10 . Croix County, State of RECORDIN6 FEE: 12.00 Wisconsin (The 'Property'): PAGES: 2 Recordintit Ana Name and Reotm Address 1 010. 1022.10: 001=-30:040-1021-90; 010. 1029.20: 010.1029 -70 Parcel Ideaitkation Number (P1M This is not homestead property. (See Attached Exhibit 'A ") Exceptions to warranties: Easements, restriction% and rights -of -way of record, if any Dated this 13th day of July, 1999. • • Kathryn B. ulgrcn • Ferris R. T1llgren AUTHENTICATION ACKNOWLEDGMENT Signaure(s) STATE OF WISCONSIN ) ) ss. authent reared this _ day of St. Croix Country ) Personally came before me this 13 day • of July, 1999, the above tamed Kathm B. TLlaren. TITLE: MEMBER STATE BAR OF WISCONSIN arsd Ferris 11 - �lgren, — Wife arrd -- � (If not, me mown to the per s) who executed the foregoing audwriud by 4 706.06, Wis. Stats.) instru and ackrw 1 .ge tlx same. THIS INSTRUMENT WAS DRAFTED BY Attorney Krlstiva Ogland Hudson, WI 50016 N Ut4yllublk, State of Wisconsin (Signatures may be authenticated or acknowledged. Both are not My Commiasiu is rent. If not, state expiration date: necessary.) Breada Poulin f r aOM Notary Public State of Wisconsin .Names of person slgning In any capacity "Id be typed or printed below their signatures WAaaAN" D&W RA71 "a or Wlicomm rOaN Na. r • IaM 114FOAMATTON►n0Fe84r011M a COWANY FOND txl LAC. VA 60"6.2071 y ,1442 43 EXHIBIT "A" That certain Parcel of lan in the NE'h °f S �T' wnship 28 N o r th, Range 9 + 6 and in the NW d to Gated of SW '/4 and the NE A of SW '/• °t Section 5, ALL in ° Croix County, Wisconsin mor ful ence N9be51'09 Eows. West, Town of Troy, St• a distance of e Inning at the West quarter comer ofd ne said S87oi51 OS "E. 288.00 (�eet to a B g on the East -West q (recorded bearing 854.00 feet; thence N said East line, 24 feet; thence S00 °13'24•E, f SW /', thence along •hence along the 2342. point on the East line of said NE �/' ° ouch line of said N\ - 3\ N 7/54'S 466.08 feet to the SE corn N % of St said NE of SW �� � S S00 13 n f • 4 of SW '/ and th e 170.48 feet; then said ne of said N 41 feet; hence t N00 30'28 E, 7°54'54 2372• led West Tine of said NW' /� °f SW' /'; South li thence along S8 onumen 941.26 feet; thence 273 fast to them . recorded as West as Not °32' "E). N0 0 30 28 E (recorded 4'50 "W). 458:40 feet to ihe3 0 ( line of said NE t line, (reco rded as N63 5 N88 201 N64,57'47•W (recd said North "no' 25 +/, rods) to the Point of and N89°24�42•E), 416.69 fe et (recorded as of SE IA of Section 6; thence a on S88°4 Beginning i N(`''MJY+ J � � r r h•,�� ,� �1 I lo -,l yo 1kt 4 I J d I I• aI b1 (n' UI >I Y 1 uYG•f'I.0 S Al �ol I I � •azsz I ��. ��� � �s ' cc w I•. - a tii 11 �� � If3 - � an s N m r � � � �I •fi ,�•E � �� •� day , ' ,( a +i �•� 3�� i 3 � t�f i .•'� I �T� A ON 4 a --csli JItS ► /I Oil .9QYICi Ll 49 St am I � r J+ � a •z ' b � bT 3 •Wil. = ! a r y e1 1 's _ ,.� a � 5j Y 1 f , 172 kw . at 10 1 ;\% , .r I .�r,; •� ���• .oral � L._._._�._._._r_._. / I ( .9l'i16 1,AG.0{'A N I / lrrr syrrr.5 ++s) S NI ai- f\w all to aq P% N rawpr � UI� • ����dd S1HJI3H �Ia210N j S