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HomeMy WebLinkAbout040-1081-70-050 Wisconsin Departmeatof PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Divisu;in INSPECTION REPORT Sanitary Permit No: 4 463260 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Slater, Thomas I Troy Townshi 040- 1081 -70 -050 CST BM Elev: ( Insp. BM Ele : BM Description: � .�_ Section/Town /Range /Map No: V0. C) �jq/ S f o__Sd_ 21.28.19.323A10 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic S B nchma k i I �_ Dosing Alt. BM G)s�S r ? 5-0 Aeration ]dg. Se er r 01 CtA Holding St]Ht Inlet fir q 1 St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ( 1 Dt Bottom y(CD Dosing Header /Man. Aeration D+st -PrRe q.�p Holding Bot. y em c>g Final Grade / ( `o PUMP /SIPHON INFORMATION trt.t Manufact I rer errand St Cover G Model Nu ber s lo 3g *9 TDH Lift tion Loss System Head T Ft Forcemain Length ia. Dist. to SOIL A ORPTION SYSTEM RENCH Width f Length 1 No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Man t INFORMATION t CHAMBER OR�1 Type Of System: ` �� UNIT Model Numbe CJ. " 1h DISTRIBUTION SYSTEM Header /Manifold (( U Distribution le Size x Hole Spacing Vent to Air Intake Pi Lengt Pipe(s) f t S Dia Len Dia Spacing 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 c de di crepencie pers ns present, etc.) Inspection #1: ±�� 5 Inspection #2: UZZ Location: 278 Saddle Ridge Lane Hudson, WI 54016 (SE 1/ E 1/4 21 T?SN R1,9W) N Loth n Parce No: 21.2 1� 9.323A10 �/ 1.) Alt BM Descriptio C t�� �'►`��►� �� . = �Q� U� 2.) Bldg sewer length - amount of cover = n D_ Plan&Zleuired�? Yes o / Use other side for additional information. I I _ _ SBD -6710 (R.3/97) te Ins, i s Signa ure d ) i Safety and Buildings Division County t Vifsoaonsin 201 W. Washington Ave., P.O. Bo Mdison, WI 53707 — 716,, Sanitary Permit Number (to be filled in by Co.) (608) l� _ 4� 3 _ & 0 Department of Commerce Sanitary Permit Applieatio S tate Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide A may be used for secondary purposes Privacy Law, Project Address (if differerit than mailing address) I. Application Information - Please Print All Information e a-, L)L I Property Owner's Name DEC ) 6 2 0 0 4 P # Lo Block If Ya _ 5 Property Owner's Mailing Addres U NTY P r operty Location 2 2 , 4 - 10 y d c) .ONING OFFICE AA 11 l / f ,S/_ /., /V, C y., Section 2_ City, State Zip Code / Phone Number II. Type of Building (check all that apply) f Q L Q,Pi4J � 0 Subdivision Name S umber ❑ 1 or 2 Family Dwelling - Number of Bedrooms 7 6 y a _ — ❑ Publit:Xomt»ercial - Describe Use - ---� —� / 7 7 f / i��w -�'✓ ° � ❑City OVillage.�'fownshipof ❑ State Owned - Describe Use III. Type of Permit: (Check only one box on line A. Complete line B if applicable) y -0p A. New System ❑ Replacement System ❑ TreatmentlHolding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner Type of POWTS System: Check all that appl W Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable it ound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressuriz d In -Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter El Recirculating Synthetic Media Filter Leaching Chambel ❑ Drip Line ❑ Gravel -less P' ❑ Other (explain) V. Dispersal/Treatment Area In ormation: 1K Ic- Design Flow (gpd) Design Soil Application Ra Dispersal Area equired (sf) Dispersal Area Proposed (sf) System oGlass © r ' 3 �SDO � 7 = VI. Tank Info Capacity n Tota umber Manufacturer Prefab Site Gallons Gallons of Units Concrete Constructed Now Existing Tanks Tanks Septic cx Holding Tank Aerobic Treatment Unit W 2 Q � e K `6o ` 1 Dosing Chamber VII. Responsibility Statement- I, the undersigned assume responsibility for I tallation of the POVM shown on the attached plans. Plu rS(P ' t) I tuber's t atur MP PRS Number Business Phone Number Plumber's Address (Street, City, State, Zip C e J pcJ VlIkCountyl De artment Use Onl Sanitary Permit Fee (includes Groundwater Date sued ssuing Agen Sign re o tamps) Approved ❑Disapproved Surcharge Fee) �� ` -� �� /^ (7 ❑ Owner Given Reason for Denial tY ' , n , �, Q IX. Conditions of Approval/Reasons for Disapproval 3 V l � - ' ' � /�,,9 ^ � i I ° S TE n � w Nra nk, eff 1 eptic taluent filter and dispersal cell must all be serviced / maintained 4�'( as per management plan provided by plumber 2. All setback requirements must be maintained as per applicable code /ordinances. Attack complete plans (to the County only) for the systenteg pa rer not less tban 512 x 1 inchis in size G SBD -6398 (R. 01/03) c � T� Date ��.(/� • ,.� f1.�9�1_ 7,t,, Project r " - - - - L S�5 t - - .-.�.• V.n p r - 4 � J 16 /a 13 -3 r 3 0 r3 r-,4 r �-J J X o�' � w 0 54 z`2 GA / -f✓ Aconsin Department of Commerce SOIL EVALUATION REPORT Page �of� Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Po int lan AECE7 Parcel �i'DIX include, but not limited to: vertical and horizontal reference ( BM ) , dire 'on and � percent slope, scale or dimensions, north arrow, and location and distance o nearest road. Please print all information. APR 3 Date Personal information you provide maybe used for secondary purposes (Privacy Law s. 15.W11 R %1X Property Owner r e Govt. Lot S ' 1/4 y 1 /4 S p2 / T N R E or W Property Owner's Mailing Aldress ,� Lot # I Block # I Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village .Town Nearest Road e12 17 EJ�A Construction Use: esidential / Number of bedrooms Code derived design flow rate d GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material ©L Flood Plain elevation if applicable General comments and recommendations: f r ��,�- � 0� Z v i /, tions: O J �S "7 u_-t S Boring # Q Boring M urface pit Ground s elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 ® Boring # Boring `x � pit Ground surface elev. `� / + 3 ft. Depth to limiti ctor Q in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2 Z Z2 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L CST Name (Please Print) gnature CST Number xC - GG/ — Z' 11 1 ' — a l-1 17 /'— Z Z 6 w Address Date Evaluation Conducted Telephone Number 7 V-2-j 71 SBD -8330 (R07 /00) Property Owner Parcel ID # Page of 171 Boring # ❑ Boring . Pit Ground surface elev. ft. Depth to limiti ng factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 F—I Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /11 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell .:Au. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 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 -264 -8777. SBD -8330 (R.07 /00) Soil Test Plot PI Project Name Tom Slater/ Heather Ferry Bird Address 420 Red Rock Rd Hudson Wi 54016 STM #226900 Lot Subdivision - - - ---- Date 4/25/02 SE 1/4 NE 1/4S 21 T 28 N /R W Township Troy Boring Q Well PL Property Line County S T. CROIX BM or VRP Assume Elevation 100 ft. Top of Nail in Elm Tree System Elevation 97.2/85.8/84.5 *HRpSame as Benchmark Alt. BM Top of nail in elm tree 101.9' 197' P. 1 309' P.L. 250' B.M. 50' Alt M 595' Property e a� 1b0' 0 0 0 U 91' 0 , 92' B -1 100' B -3 8% Slope 50' 350' If 40' B- I POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity ga l ❑ NA Permit # Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer 7 ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units — ❑ NA Pump Tank Capacity al ❑ NA Estimated flow (average) g al/day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) g ai/day Pump Manufacturer ❑ NA Soil Application Rate ` . al /da /ft2 Pump Model ❑ NA Standard Influent/Effluent Quality Monthly average` Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510' cfu /100m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency month inspect condition of tank(s) At least once every: Ao ryear(s) (s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA AQ Clean effluent filter At least once every: ,� El mo nth( year(s) ) ❑ NA ❑ month(s) ❑ NA Inspect pump, pump controls & alarm At least once every: ❑ year(s) ' ❑ month(s) ❑ NA Flush laterals and pressure test At least once every: ❑ year(s) Other: At least once every: ❑ month(s) 13 NA ❑ year(s) Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: S ta Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer: ep g e Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. f Page '?,, START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tankls) for the presence of painting products or other chemicals that may Impede the treatment process and /or damage the dispersal cellls). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides, sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or -must be taken, to provide a code compliant replace nt system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. tj o ON M ing 9�DIQ- A/ �NS7R(Jcg b e ai a �fZO�llB rr� ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name Phone — Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name 15t, G d 20APAJ Phone Phone — 71S — 3W(o- 41&P () This document was drafted in compliance with chapter Comm 83.22(2)(b)11)Id) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 7, Ie S �2 /��•a Mailing Address '''7,4 f - 1) bltff /L wL <C/0/ Property Address �? 7 JMAPle 4,060 4 41e 41% " ot A/a' s 44j r (Verification required from Planning Department for new construction.) City /State Ri LjEs>t 61-0 Parcel Identification Number 0 V0 -7 o --4&e o S7 - v LEGAL DESCRIPTION 3Z3Aio Property Location !�L %. Q '/. , Sec. 'Z , T If NR / W, Town of Y/-e y Subdivision _ - _ Lot # . Certified Survey Map # - 70 - 15 - 62- Volume 1 , Page # 4 Warranty Deed # g d t Volume o� 7/ , Page #. o� Spec house yes(nq� Lot lines identifiabl ^ yes no SYSTEM MAINTENANCE 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. Owner maintenance responsibilities are specified in § Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 full of sludge. Uwe, 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 Department within 37dayse three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I/we certify that all statements on this form are true to the best of my /our knowledge. Uwe amlare the owner(s) of the p described above a of a warranty deed recorded in Register of Deeds Office SIGN OF of DATE * * * * ** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made is the warranty deed. U. 2 7 1 1 P 324 STATE BAR OF WISCONSIN FORM 1 - 2000 KATNLEEH 'H.iiALSH Document Number WARRANTY DEED REGISTER .OF. "DEEDS ST. ;CROIX CO ';`' - WI This Deed, made between JAMES T. WOODRUFF and RECEIVED' OR RECORD MARGARET S. WOODRUFF, husband and wife, 12!08!2004 02s 10PM WARRANTY -DEED Grantor, and THOMAS E. SLATER and HEATHER A. FERRY, AS EXEMPT 17 JOINT TENANTS WITH RIGHT OF SURVIVORSHIP, AND NOT AS REC FEE: 11.00 TENANTS IN COMMON TRANS FEE: COPY -FEE: CC FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in ST. CROIX County, State of Wisconsin (the "Property") (if more space is needed, please attach addendum): LOT TWO (2) OF CERTIFIED SURVEY MAP IN VOLUME SEVENTEEN (17) OF CERTIFIED SURVEY MAPS, PAGE 4449, AS DOCUMENT NUMBER 707532, FILED Recording Area IN ST. CROIX COUNTY REGISTER OF DEEDS OFFICE ON JANUARY 29, 2003, BEING LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHEAST Name and Return Address QUARTER (SE 114 OF NE 1/4) OF SECTION TWENTY ONE (21), TOWNSHIP LEO A BESKAR, ATTORNEY TWENTY EIGHT (28) NORTH, RANGE NINETEEN (19) WEST, TOWN OF TROY. RODLI, BESKAR, BOLES & KRUEGER, S.C. SUBJECT TO CHINNOCK LANE RIGHT OF WAY. 219 NORTH MAIN STREET, PO BOX 138 This warranty deed is given in full and final satisfaction of that original land contract RIVER FALLS, WI 54022 between the parties, date April 9, 2003, recorded as document number 717249, with the exception of that rent free lease agreement on the subject property, the terms for which 040 - 1081 -70 -000 are as outlined in the original land contract between the parties hereto and shall survive and continue as per the terms of said original land contract Parcel Identification Number (PIN) This is not homestead property. Together with all appurtenant rights, title and interests. Q(K) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Dated this day of December 20Fi4 * JAMES T. WOODRUFF * * MAR T S. WOODRUFF AUTHENTICATION ACKNOWLEDGMENT Signature(s) ���tttutttt�4- STATE OF WISCONSIN ) St .,'' ) ss. County ) authenticated this day f- 9�' Personally came before me this O day of w : � ' T = � (ltD�l . ; .�C04 the above named TITLE: MEMBER STATE BAR OF a;;$ & (If not, tt11111+� to me known to be the person(s) o execute a foregoing authorized by § 706.06, Wis. Stats.) in �tand kn ledged the THIS INSTRUMENT WAS DRAFTED BY LEO A. BESKAR, ATTORNEY Notary Public, State of t015mresl `0 RODLI, BESKAR, BOLES & KRUEGER, S.C. My Co s is permanent. (If not state expiration date: (Signatures maybe authenticated or acknowledged. Both are not necessary.) * Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN INFO -PRO (800)655 -2021 www.infopmforms.com FORM No. 1 - 2000 - r 7 7 5 3 2 VOL 17 PAGE - 4449 KATHLEEN H. WALSR REGISTER OF DEEDS ST. CRQIK CO. YI RECEIVED FOR RECORD CERTIFIED SURVEY MAP R &C FEEE: 1302�s30P?t COPY FEES LOCATED IN THE SE 1/4 OF THE NE 1/4 OF SECTION 2 , T28N, R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. t ,i AN SUBD L EGEND JAMES T. AND MARGARETT . WOODRUFF N 477 COUNTY ROAD F N COUNTY SECTION CORNER MONUMENT, HUDSON, WISCONSIN 54016 ALUMINUM CAP. FOUND. i I pa0 I IRON PIPE. FOUND (1 1/4" i t1j Q • N UNLESS OTHERWISE SE NOTED) . N OTE: ALL IRON DIMENSIONED AS PIPE ARE r >rn U vv r B-1 SOIL BORING PERFORMED BY OUTSIDE DIAMETER.* �- te o t' 00 ■ SHAUN B I R D ON APRIL 25. 2002. w z ^ I I NE CORNER N 1/4 CORNER NORTH LINE OF THE NE 1 /4 SECTION 21 SECTION 21 T28N, R19W N T28N, R19W N 89 °22' 25" E 2637.86' w z- J I Ip I I I QSw° I 1318.93' 1318.93 UNPLA TTED LAND a o "� POINT OF NORTH LINE OF THE I I SE 1/4 OF THE NE 1/4 H BEGINNING _ _C A_NE t N 89 °21' 15" E 4076.42' T i 200.02 W 976.40' •• p,'e N 89°37' 56" E 1076.71' m _ r �{ `r CO T CONSER_VA T/ON EASEMENT R£CD_RDEO ui C1 ` . I trll Ill $ S 8 9 1 34' 4 3" W 5 14.16' N ci c- ^ z '` � y+Q� \� _ _ �q>' ` / ` 309.32' coo N ` �IQI Q Ql�l^I , ^� �O y r a / S 89 ° 34' 43" W Iq i AI& *N a c v V ti D' W 66 `� �e �o -a o � rc' l o LUI w �a PG�p h ln PG � ry`L blWl�{ r7 i ,'- 0 �O '1� 0��.� / -, aq O L CO QI 66 z 9 �� ■B -2 ■ B_1 �� �l Z� ! / t-1 10 i c 0' 98' Z ssa 2 ti �s,�oe 50 2 I Iss' 63' 42 `/ NGP� - - -- 1 N' . 1 ..li / ` t � L 425.25' \ L — S 88° 12' 57" W 46 .88' 0� �, I-) I I �- 3 N I I 5 4 SCALE IN FEET I L E E E • 1- cL r� � ? < I �'I IaI I rnl ' --,I � I C I i e(; 0 100 200 400 J U a0 —e TI —w- i ti I I ^ I�l�l I APPt On� ST. CROIX. l �� D. Plannina Zon }nn W I 1�t O IuiIQIuI I FS'22�s S O. FILKINS 5 -2246 JOB 2003 R vF-RF S• Q, G 1 STERED LAND SURVEYOR ^�O GDEN ENGINEERING COMPANY If not recoroea wicnw aU days of RIVER FALLS, WISCONSIN 54 50ova1 date a d i snail nail ba s us nu sand void plll DATE: NOVEMBER 6, 2002. REVISED: DECEMBER 9, 2002. REVISED: JANUARY 16, 2003. THIS INSTRUMENT DRAFTED BY DANIEL P. KUGEL PAGE 1 OF 2 Vol. 17 Page 4449 i ..mab 707532 I MAY 18 2004 VOL 17 PAGE 4449 I KATHLEEN OF DEEDS Y f ST. CROIX CO. MI S T C r,, RECEIVED FOR WORD CERTIF SURVEY MAP REC2FEE: 1 3 0 0 COPY FEE: 3.00 LOCATED IN THE SE 1/4 OF THE NE 1/4 OF SECTION 2 f , T28N, R19W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. AND LEGEND JAMES T. AND S S. WOODRUFF N I 477 COUNTY ROAD F N CID 1 COUNTY SECTION CORNER MONUMENT, HUDSON, WISCONSIN 54016 ALUMINUM CAP, FOUND. w � IL1Q) ( CIO IRON PIPE, FOUND (1 1/4" i cl' UNLESS OTHERWISE NOTED) . NOTE: ALL IRON PIPE ARE N IQ DIMENSIONED AS o �' o V d' B -1 SOIL BORING PERFORMED BY OUTSIDE DIAMETER.* �-W � I ,I�'I ® SHAUN BIRD ON APRIL 25, 2002. w z N NE CORNER UJ N 1/4 CORNER NORTH LINE OF THE NE 1/4 SECTION 21 w SECTION 21 w w m Q IQ IQ 1 1 I T28N, R 19W w o N T28N, R 19W N 89 °22' 25" E 2637.86' cc o w � z -- -- _ _ - � 0JU I I 1318.93' 3 1318.93' f N I a � cn ( 00 UNPLAT_TE_D LAND mZ . °0 I POINT OF NORTH LINE OF THE I I � BEGINNING C ANE SE 1/4 OF THE NE 1 I I N _ 1 N 89 0 21' 15" E 1076.42' � �T ►- 200.02' w _ 876.40' _ f I hl 1" N 89 °37' 56" E 1076.71' OR ZINI N M o o,V CONSERVA T /ON EASEMENT RECORDED M o ° G q q M° I OI I . (� �_ �J /N VOL. 2036 PAGC 001 DOG ,r69 :161 ^ cn ,.� - rN W q I �I�I 66' ° �� �' oo j_ Cl - + �F _ S 8 °34' 4 W 5 14.16' °' N °o I I� VIVI t ( " . 43 O z P � �� i `° N Q I W�I�1 � ` I Cb . 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REVISED: DECEMBER 9, 2002. REVISED: JANUARY 16, 2003. _ THIS INSTRUMENT DRAFTED BY DANIEL P. KUGEL PAGE 1 OF 2 Vol. 17 Page 4449 0 0 C4 b o m o -0 n st r vCD !°—' `J 3 3 S s Z Z O A C/) o X 5 f/ o W N N p y CL m ro N m pp k3 rr l ll CD 0 l p o W G CD N O W J O n N D � y y J o o O. 07 c W cn z m F? v D a D V) a n j M a ¢ c m .. N N CD (� ? � I ear+ C m c v ! °: N• o o O C o * *q� o ND cM n Y @ rn � 3 d � z r- z O CD O D 0 _ Z CD • C 3 Si 3 m n c m Z A N C A 7 fn N W -a RI N -' CD CD OD Z O A A o ,: Z 3 m H CD D- 0 Z a 0 co m II I I i w N � I A p ti � b cm N 4A O �n o O1 ° o `'