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HomeMy WebLinkAbout030-2009-30-100 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420400 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information ou p rovide may be used for seconds p urposes [ Privacy Law, x.15.04 (1)(m) Y P Y rY P p I Y Permit Holder's Name: City Village X Township Parcel Tax No: Lindstrom, Susan I St. Joseph Township 030 - 2009 -30 -100 CST BM Elev: r Insp. BM Elev: BM Description: Coo It) 00 • 1 � , � 0 TANK INFORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark , f p. I CEO•Za 1 aa .(� Dosing Alt. BM Aeration Bldg. Sewer 2• Zo � g. e(p Holding St/Ht Inlet TANK SETBACK INFORMATION SVHt Outlet p' TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic y � 2� / Dt s Dosing Header /Man. Aeration Dist. Pipe It 6 Holding Bot. System L o w l PU /SIPHON INFORMATION Final Grade 3 - i Manufacture Demand St Cover GPM Model tuber TDH Lift ction Lgof System Head TDH Ft / 1 `5T C&Lei Forcemain Leng o Well SOIL B TION SYSTEM DIME RENC idth 1 �g I I No. Of Trenches PIT DIMENSIONS . Of Pits side Dia. Liquid Depth 3 ' 1 02 SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufactw:t INFORMATION CHAMBER OR .3 JA Type Of System: 1 1 5 , *- umbe . / UNIT Mod I Z q DISTRIBUTION SYSTEM Header /Manifold Dis ribution x Hole Size x Hole Spacin Vent to Air Intake Pi 1510 1 Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over IDepth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil) Yes No U Yes No COMMENT � S: Inc) de co scre encies, er ons re etc. _ � Inspection #11: NO? b� l 1; Ins ection #2: ' 9 t --�' ? Location: 1211 6th Street Hudson, WI 54016 W 1/4 SW 114 34 T30N R19W) A Lot k Parc I o: 34.30.19.382D 1.) Alt BM Description = . 2.) Bldg sewer length = 39' -� d UL - amount of cover = A-` iron a (- as Ike 4 - Plan revision Required? !Yes No Use l SBD - 6710 (R.3/97) -- — Use other side for additional informat on. W �� �. m ate /t `� _- sepctor's Signature Cert. No. ��i / mom La- 1211 Sanitary Permit Applicat' n Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 N* i scoiisin Personal information ma ou provide be used for second purposes p Madison, WI 53707 -7302 Department of Commerce y p y completed form to [Privacy Y � 15.04(1)(m)] 9w L� ( Submit com coup if not 1p state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1 /2 x 11 inches in size. County State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Number I. Application Information - Please Print all Information Location: 3 $L �Q Property Owner Name , Pla Property Location ! / 5 2 � - a � �2 2 I lA T3pN, R y r) W Property Owner's Mailing Address Lot Number Block Number C5M 16 3 City, State { Code Sub sion Name or CSM Number II. Type of Building: (check one) ❑ city (� 3 1 or 2 Family Dwelling - No. of Bedrooms > own of ❑ Public /Commercial (describe use):_ C ❑ State -Owned Nearest Road 71 _ '��- C Gc/ /�! Parcel Tax Number(s)�� s/, 57 III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) A) 1. XNew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) PKNon- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized 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 . 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) T� - 9j' Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersig assume responsibility for installation of the POWTS shown on the attached plans. Plumbe is Name (print) Plu r Signature (nos ps): MP/MPRS No. Business Phone Number Pl er's Address (Street, City, State, Zip Co IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issu' g Agent Signatu (No stamps) �ZApproved ❑ Owner Given Initial Adverse Surcharg ee) ` Determination 'ZZ �� - n 24D Z X. Conditions of Approval /Reasons for D' approval r t4 Seta - q ✓�nu.�J( 1 �2 L !0-6398 (R. 07/00) PLOT PLAN PROJECT Susan Lindstrom ADDRESS 1212 Hanlev Rd No. 6 Hud Wi. 54016 SW 1 /4 SW I /4s 34 /T 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX MPRS Byron Bird Jr . 2205 —DATE ti3 -02 BEDROOM 3 CONVENTIONAL XXX - Grade CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gal LIFT TANK SIZE DOSE TANK SIZE , HOLDING TANK SIZE 0 LOAD RATE .4 ABSORPTION AREA 1125 # of chambers 37 BENCHMARK V.H.P top osteel post V 100' ASSUME ELE ATIO ❑ BOREHOLE O WELL 'H.R.P. Same as BM A Vent SYSTEM ELEVATION T- 1= 93.6T- 2= 93AT -3 =92.6 l2" Sidewinder High Capacity Leaching Chamber with 17.2 6" t ^2 per chamber Long 34" Elevation 60th st M 75' a 50' drivewa PL Co. Rd E gage 8 7 , 3 bed house Ob ipe 25' 397' st 25' 6' 75' B� 20' 95' 97' 96' PLOT PLAN PROJECT Susan Lindstrom ADDRESS 1212 Hanlev Rd No. 6 Hudson Wi. 54016 SW 1/4 SW 114s 34 /T 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX MPRS Byron Bird Jr. 2205 DATE A-3-02 BEDROOM 3 CONVENTIONAL XXX i -Grade CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gal LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE 0 LOAD RATE .4 ABSORPTION AREA 1125 # of chambers 37 IL BENCHMARK V.B.P. top osteel post ASSUME ELEVATIO 100' ❑ BOREHOLE • WELL * O H.R.P. same as BM Vent SYSTEM ELEVATION T- 1 =93.6T-2=93. 1 T-3=92.6 AT' Sidewinder High Capacity Leaching Chamber with 17.2 6" M2 per chamber Long 34" Elevation 60th st M 75 altBM 90 i 50' drivewa PL B Co. Rd E garage 8 ' 7 7' 3 bed house Ob ipe 25' 397' st 25' 36 75' 20' 95' 97' 96' 618' t , Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85 , Wis. Adm. Code County ma �� Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R viewed y CEi!vE Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). D l Z Property Owner Property Location O n ' S ft Su r� �t it 01-6 ��j/y, Govt. Lot 1/4 1/4 T 182 E (or) W Property Owner's Mailing Address Lot # Block # Subd. City State Zip C Phone Number City [3 Village ✓town Nearest Ro n / S _ s c d oh S7`x IR New Construction Use: Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ / Public or commee . I D Parent material ��7�, /_ // Flood Plain elevation if applicable Jv - ft. General comments and recommendations: �3 7�r F—(1 Boring # ❑ Boring 0 pit Ground surface elev. ft. Depth to limiting factor > f`� in. Soil Application Rare Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 "Eff#2 de ta4 43 F )l B oring # 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 /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 d - C1 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) - / Signatu CST Number /' a 5'a 'k Address^ �^ Date Evaluation Conducted Telephone Number SBD -8330 (R07 /00) Property Owner S Gr ,5C4/'1 4 167C/5 D," Parcel ID # Page of © Boring # E] Boring 3 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 Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2 � fC� / ✓ I S O s-ti� 3° w F-1 Boring # ❑ Boring pit Ground surface elev. ft. Depth to limiting factor in. SU II 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 Ground surface elev. ft. Depth to limiting factor in. ❑ Pit 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 • Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L opportunity service provider The Department of Commerce is an equal o po ty s p and employer. If ou need assistance to access services or eP 4 P Y need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD -8330 (R.07 /00) 1 . Soil Test Plot Plan Project Name Susan L in ds trom ByT-EMBird Jr. Address 1212 Hanley Rd No. 6 Hudson Wi,54016 6ifM #220 Lot Subdivision CSM359212 Date /3/2002 County CROIX SW 1/4 SW 1/4 S 3 4 T 30 N /R W Township St. Josep Boring Q Well PL Property Line #� M Eop of tel. pedas lv 98.5 ,BM or VRP Assume Eievatio 1 0 ,top of steel p ost orange ribbon System Elv. T -1 =93.6 T -2 =93.1 H.R.P. T- 3 -92 -6 same as Bm 60th st C BM 75' altBM 90' 50' driveway PL B3 Co. Rd E gage 75' B2_- 3 bed house 397' 36' 75' B 1 20' ,- 95' 97' 96' 618' r POINTS OWNER'S MANUAL 6Z MANAGEMENT PLAN page of FILE iNFORMATION SYSTEM SPECIFICATION .S Owner Sic s� G j1c fi� Septic Tank Capacity gal ❑ NA Permit # 20 CIO Septic Tank Manufacturer e ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer [I N A ❑ Number of Bedrooms qNA. „Effluent Fllter' NA Number of Commercial Units ❑ NA Pump Tank Capacity - gal ❑ NA al/da Pump Tank Manufacturer ❑ NA Estimated flow (average) g Y _ Design flow (peak), (Estimated X 1.5) ��gal /day Pump Manufacturer '° ❑ NA gal/day Pump Model O NA Soil Application Rate s . g P _ Influent/Effluent Quality Month y average* Pretreatment Unit 1:1 NA ❑ Sand /Gravel Filter. ❑ PeatL Filter Fats, Oil $z Grease (FOG) :530 mg /L ` ❑ Mechanical Aeration ❑ Wetland Biochemical Oxygen Demand (BODs) x220 mg /L ❑Disinfection ❑Other: .Total Suspended Solids (TSS) 5150 mg /L Manufacturer Pretreated Effluent Quality ❑ NA Monthly average ". Dispersal Cells) Biochemical Oxygen Demand (BODs) :530 mg /L in- ground (gravity) ❑ In- ground (pressurized) Total Suspended Solids (TSS) 530 mg /L At- grade ❑ Mound Fecal Coliform (geometric mean) :510 cfu /100mi ❑Drip -line ❑Other: Maximum Effluent Particle Size A inch diameter * Values typical for domestic (non - commercial) wastewater and septic tank effluent. * * values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event ,Service Frequency Inspect condition of tank(s) At least once every ❑ months years) (Maximum 3 yrs. ) Pump out contents of tank(s) When combined sludge andscum equals one -third ()i) of tank volume Inspect dispersal cell(s) At least once every 3 ❑ months I�Lyear(s) (Maximum 3 yrs.) Clean effluent filter At least once every. — ❑months Lyear(s) controls az ,alarm At least once every on s _ year(s NA Inspect pump, pump Flush laterals and pressure test At least once every ❑ months ❑' year(s)! ❑'NA other. At least once every ❑ months, D year(s) ❑ NA LL Other At least once every ❑ months ❑ year(s) ❑'NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual ca ing one: of the following licenses or certifications Master Plumber; Master Plumber Restricted Sewer; POWTS inspector; POWTS Maintainer Septage Servicing Operator. Tank inspections must Include a visual inspection of the tank(s) to identify any'missingo r bro ken hardware, Identify any criWor`leaks; measur "e 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 (Ys) 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 ch. NR 113, Wisconsin Administrative Code. The servicing of effluent filters, mechanical or pressurized POWTS components, pretreatement,componentsiand any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Malntainer. A service report shall be provided to the Iocai regulatory authority within 10 days of completion of any service event. START UP AND For new construction, prior to use of the POWTS Bieck treatment tank(s) for the'presence of painting products or other chemicals cted have the to that may impede the treatment process and /or'damage the dispersal cell(s). if high concentrations are dete System start up shall not occur when soil conditions are frozen at the infiltrative. surface. page Of 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 Servlcing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer. to assist In manually operating the pump'controls t - " 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 other✓✓ise`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, 4 cotton'swabs; degreasers; dental floss; diapers, disinfectants; fat, foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat`scraps'; medications; oil; oaintinz products: pesticides; sanitary napkins; tampons: and water softener brine. ABANDONEMENT 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 ch. 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 replacement 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 b) 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 adast resort to replace the failed POWTS. - The site has not been evaluated to identify a suitable replacement area Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ 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 /Ok NSUFFiCIENT 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'btFFICULT`OR - ADDiTIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name 4 1 Y _ 11� 1 _, ) / -I Name Ih Phone ��S - �' °' Phone 7 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY' l Name Bh 6 S/ Agency ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer u �► .� d 5 o.�rl Mailing Address / a /� ��an � �T r� /.r' u �a Sa�-� Property Addres (Verification required from Planning Department for new construction) City /State Parcel Identification Number LEGAL DESCRIPTION Property Locatiorl Sec.-3C T _,d N -R. W, Town of Subdivision Lot # Certified Survey Map # 8 S 5 , Volume i ( O . Page # 4 3 . Warranty Deed # 00" , Volume 19 ` , Page # Spec house ❑ yes 0 no Lot lines identifiable ,Z yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper ma i ntenanc c 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 masterplumber, 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 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. Certificatior d returned to the St. Croix County Zoning Office within 30 as been maintained must be completed tY stating that your septic system h leted an p days of the three year expiration date. SIGN RE OF A PLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the grope described a ve,.j)y virtue of a warranty deed recorded in Register of Deeds Office. SI NATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Depa*rmen'. f ** 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 A U . 1979 P 115 STATE BAR OF WISCONSIN FORM 2 - 1999 E31 9 GD GD GD 10 Doeumeni Number WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., VI This Deed, made between Dale S. Patterson and Peggy J. RECEIVED FOR RECORD Patterson, husband and wife, 09 -12 -2002 9:00 AN WARRANTY DEED Grantor, and Susan R. Lindstrom EXEMPT # REC FEE: 11.00 TRANS FEE: 105.00 COPY FEE: Grantee. CERT COPY FEE: Grantor, for a valuable consideration, conveys to Grantee the PAGES: 1 following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area That part of SW 1/4 SW 1/4 Sec. 34- T30N -R 19W described as follows: of Name and Return Address f Certified Survey Map recorded in Volume 16 of Certified Survey Maps, _ page 43 44, as Document No. 685056, St. Croix County, Wisconsin. �j (,� S G L t n i a /;�' le y ,ed SO d I Part of 030-2009-30-000 Parcel Identification Number (PIN) This is not homestead property. (9) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this v day of September 2002 * * DakS. Patterson * * Peggy J. a e on AUTHENTICATION ACKNOWLEDGMENT Signature(s) Dale S. Patterson and Peggy J. Patterson, husband STATE OF WISCONSIN ) and wife, ) ss. County ) authenticated this ff l ay of September 2002 Personally came before me this day of the above named * Kristina Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Public, State of Wisconsin Hudson, WI 54016 My Commission is permanent. (If not, state expiration date.' (Signatures may be authenticated or acknowledged. Both are not necessary.) ') * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals company Fond du Lac, WI STATE BAR OF WISCONSIN 800-655-2021 WARRANTY DEED FORM No. 2 - 1999 I r APP'RQVCu t=pE3 51z) ST. CROIX COUNTY ^� VOL 16 PAGE 4344 Plannino 7nninll KATHLEEN H. WALSH JUL 2 5 2002 REGISTER OF DEEDI rde in 30 days of 0° oval shall be RECEIVED FOR RECORD N cn aPProv � 07 -25 -2002 12:30 P rn cn BEARINGS ARE REFERENCED TO THE c WEST LINE OF THE SW1 /4 OF SECTION CERTIFIED SURVEY EAP 34, ASSUMED TO BEAR S00 "26'37 "E REC FEE: 13.00 COPY FEE: 3.00 y v 10 09 S00 °28'37 "E 2633.30' Q 1 0 A V �,' CENTERLINE j0010 17 B 61 SA 4 of WEST LINE OF THE SW1 /4 c2 2014.8T "Ori able 1411 ° °12'38 "E 2 2.2 ' 0 ��h o z W i J /ca ..ON,.,.......... ►........ �P �@ w 30 sip i 4I 0 V ro N00 °26'3T'W 632.13' I O y 1 102.11' 530.02' - - - - -- �w W"-- _.--- - - ---- ��� It —' 0 V I co I I m r iPi4 N ni l 00 QQ w DC 0 d c� d c4 �Z z � 80, I 70' I !7 O f m 502°14'14 "� m 10° �� Q cn NO2 09'28"W 24 .93' - -,.�` r m I cc o) _ 7� I oo I ° ^ ` I EXISTING g6_WIDE / � .. 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