The URL can be used to link to this page

Home My WebLink About032-1016-30-000 Wisconsin De p artment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 404938 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: Keller, Rustin I Somerset Township 032 - 1016 -30 -000 CST BM Elev: Insp. BM Elev: BM Description: / z I VD sO Vo.O �ai� �h.i� -- TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ��-S Benchmark � � Dosing Alt. B / s :u ��k� I •f�o 1 Aeration Bldg. ewer / 3.3 12 -�8 Holdin St/Ht Inlet / l �-1 l09• Z� St/Ht Outlet TANK SETBACK INFORMATION fv •g `f O9•oto TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic > p 1 S I J t Dt Bottom ) o Dosing Header /Man. p �s Aeration Dist. Pipe 5 1 1 10. 4 I oS• S3 Holding Bot. Syste It &.S 1 1 It. lo`f• 35 Final Grade PUMP /SIPHON INFORMATION e�.os = Jo9.0 Manufa urer Demand St Cover M Model Numb TDH Lift tion Loss System Head TDH t F emain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM Qlliiffa Width Length No. Of Trenc s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ` / 3 (08•� z SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufa u INFORMATION t CHAMBER OR ` Type Of System: I I / UNIT Model Number: If . > > 5 0 (Z DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipes} Length ' � Dia l Lengt Dia Spacing _ O 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 ifl, Yes „?j No Iffil Yes i No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: �a Inspection #2: Location: 2376 Delong Road Somerset, WI 54025 (SE 1/4 NE 1/4 6 T31N R19W) NA Lot 1 Parcel No: 06.31.19.85C 1.) Alt BM Description = S 2.) Bldg sewer length j am p ount of cover `Cm.�ex Cm y� c�bs�ra."P1 )U4 �,�. Z D`" - � - - S• N +c'u`v� - �+?,rt 4o J Plan revision Required? � es � No O ; - �- - - - -- _ ��-�� . Use other side for additional information. Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 v �CO�� Madison, WI 53707 - 7162 Address Department of Commerce s / Sanitary Permit Application Sa Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal informati rte: R,i" ❑Check if Revision may used for seco ses Privac Law, s15 ou I. Application Information - Please Print All Information . ` ,!' State Plan I.D. Number Or �. Property Owner's Name '�arcel Number ( , 3 (- S Prope Owner's Mailing Address S' Lr Location D(7v E 'k 'k; S T N. R City, State Zip Code ftpne + Lot Number Block N be t L s� -0b"Ung)OP- 2 — - II. Type of Building (check all that apply) +~s po+ s�•++� ❑City 1 or 2 Family Dwelling - Number of Bedrooms .� �R ptsw�s ❑Village ❑ Public /Commercial - Describe Use ®Township ❑ State Owned Nearest Road III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) �A A. 1 New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use System Tank Only Ezis ' S stem B. 11 Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) - loo 44 ,9 Non - Pressurized In- Ground 2111 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 El Aerobic TreaGne nit 49 ❑ R irculating 0 ❑Other V. Dispe rsallTYeatment Area Information: ' Design Flow (gpd) Dispersal Area Dispersal Area Soil A&lication Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals./Days/Sq.Ft.) (Min./Inch Elevation i VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank 12110e -- Dosing Chamber :' VII. Responsibility Statement - I, the undersigned, asstmme responsibility for installation of the POWTS shown on the attached plans. Plumber's am (Print) Plum 's Si MP/MPRS Number Business Phone Number Plumbe s Address (Street, City, State, Zip Code) VIII. Count /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Approved C1 Disapproved Surcharge Fee) 60 ❑ Owner Given Initial Adverse II 2.m7— ` Determination l 1X. Conditions of Approval/Reasons for Disapproval I -P c,� /�� Ail ` a �5 r•6c w�� ° OP" eft 1 1 Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size SBD -6398 (R. 05101) (F�0 PU0,1,Aj ° &-0& C) h� � h - r � _ 5 1 zate �s M 5 lb -f l C« 6;A -. X4 h� Nl M s Itz v �Nz. M� zz -� .� -_ _. -- __ _ -_ __ __ I _ �_ , _ _ -- - -�- - - - __ - �- _ _ __ - - __._ ___ - _ - ,_ -_ - - - - -- _. --- _ - -� __ __ __ _._ _ __ I -- _- - __ - _ _ __ _- - ___ _ -� - - -- - -- __ �_ __ _ - - - -- __ _ �. - __ i ', . _ �, - - -- I Wisconsin Department of Commerce SOIL EVALUATION REPORT Page __L of .:5 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County �— 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 an�1_distance to nearest road. _ _ Please print all infiirm Reviewed by Date Personal information you provide may be used for secondary purpo s (PrivacyLaw, s 115.04 (1) (m)). 12 VNArit� L Prope Owner prd erty Location •. Govt Lot 1/4 1/4 S T? N R Zq E (oro Property Owner's Mailing Address " Lot # Block Subd. Name or CSM# City Stat Zip Code .Phone Nu ,; ❑ City ❑ Village [J Town Nearest oad ® New Construction User Residential/ Number - o be Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Ede / r iA5rz Flood Plain elevation if applicable ft. General comments and recommendations: 5tnf /6P�• 7 F 71 Boring # Boring Pit Ground surface elev. � //S � 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. gont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Z/ Boring # rvI Boring bl Pit Ground surface elev. /ter ft. Depth to limiting facto r /D in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cgrht. Color Gr. Sz. Sh. *Eff#1 *Eff#2 .J / r * Effl ent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg/ * Efflue 2 = BOD < 30 mg /L and TSS < 30 mg /L CST Nam (P ase Pint Si tur CST Number Address Date Evaluation Conducted Telephone Number /J_T SBD -8330 (R07 /00) i Property Owner j . Parcel ID # �� g — / /� �/� Pa a of Boring # F �] ❑ 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 F-1 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 Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F - 1 ❑Boring Boring # Ground surface elev. ft. Depth to limiting factor in. El pit 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 * 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) ti -� 010.o Al M 0 POWTS OWNER'S MANUAL 8E MANAGEMENT PLAN Pare _., _ of s 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity a l ❑ NA Permit # Septic Tank Manufacturer - S ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA. Effluent Filter Model ❑ NA Number of Commercial Units ❑ NA Pump Tank Capacity gal NA Estimated flow (average) gal /day Pump Tank Manufacturer -a NA Design flow (peak), (Estimated x 1.5) �, gal /day Pump Manufacturer - NA Soil Application Rate gal /day /ft' Pump Model Z NA Infiuent/Effluent Quality Monthly average* Pretreatment Unit ANA Fats, Oil 8T Grease (FOG) s30 mg/L ❑ Sand /Gravel Filter O Peat Filter Biochemical Oxygen Demand (BODs) X220 mg/L ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids ( TSS) x150 mg /L ❑ Disinfection ❑ Other: Manufacturer Pretreated Effluent Quality ❑ NA Monthly average ** Dispersal Cell(s) Biochemical Oxygen Demand (BODs) s30 mg/L W In- ground (gravity) ❑ In- ground (pressurized) Total Suspended Solids (TSS) .00 mg/L ❑ At -grade ❑ Mound Fecal Coliform (geometric mean) s10 cfu /100m1 ❑ Drip -Ilne ❑ Other: Maximum Effluent Particle Size rfi 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 .9 year(s) (Maximum 3 yrs. ) Pump out contents of tank(s) When combined sludge and scum equals one - third ()5) of tank volume inspect dispersal cell(s) At least once every ❑ months Oyear(s) (Maximum 3 yrs.) Clean effluent falter At least once every ❑ months 0 year(s) Inspect pump, pump controls 8Z. At least once every ❑ months ❑ year(s) -9 NA Flush laterals and pressure test At least once every ❑ months ❑ year(s) - ®' NA Other: At least once every ❑ months ❑ year(s) 19 NA Other At least once every ❑ months ❑ year(s) J2 NA MAINTENANCE INSTRUCTiONS Inspections of tanks and dispersal cells shall be made by an Individual carrying one of the following licenses or certifications: Maste 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 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 nodflcadon 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 components, and any other maintenance or monitoring at Intervals of 12 months or less 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. START LIP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemical, that may Impede the treatment process and/or damage the dispersal cell(s). if high concentrations are detected have the contents of the tank(s) removed by a sentage servicing operator prior to use, Pile G L of ' a2 System start up shat; not occur when soil condluvns art frown at the InNtradyt surfam During power outages pump tanks may fill above normal hlOwater levels. When power is restored the excess wastewater will he discharged to the dispersal cell(%) In one large dose, overloading the cells) and may result In the backup or surface discharge tar effluent. To avolo this situation have the contents of the pump unk removed by a Septaj* Servicing Operator prior to rescor;nt power to the effluent pump or contact a Plumoer or POW75 Malnulner to asslst In manually operating the pump controi, w restore normal levels within the pump lank, Do not drive or park vehlcles over tanks and dispersal cells, Do not drive or park over, or otherwise dlswrb or compact, the area within 15 feet down slope of any mound or at-grade soil absorpWn area. Reduction or elimination of the following from the wastewater stream may Improve the performance and prolong the life of the POWTS; antibiotics; ba y wipes; clgarette butu; condoms; cotton swabs; degreaser=; dental gloss; dtapers; dWriftcunu; tat; foundation drain (sump pump) water; fruit and vegeuble petlln0; gasoline; grease) herbicides; meat scraps; medicatium; od, palntlnst croducts; oesticides; sanitary nookins: tampons, and water softtner brine, ASANDONEMENT When the POWTS falls and /or Is penmanently taken out of service the following sups shall be taken to Insure that the system is properly and safely abandoned in compliance with ch, Comm 83.33, Wisconsin AdminUvative Codes • All piping to tanks and plu shall be disconnected and the abandoned pipe openingx (sealed, • The contenu of ail tanks and plu shall be removed and property disposed of by a Septage Servicing Operator, • Atiet pumping, all tanks and Ulu shall be excavated and removed or their covers removed and the void space (Bled w;;r. soil, gravel or another Inert solid material. CONTINGENCY PLAN If the POWTS falls And cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system; J R A suluble replacement area has been evaluated and may be uOlUed for the location of a replacement soil absorption system, The replacement area should be prowcuci from disturbance and compaction and should not be Infrtngto upof; required setbacks from exlsdng and proposed strvcwre, lot Ilnes and wells. Failure to protect the replacemxnt area wili result In the need for a new soil and site evaluagon w establish a suitably replacement ana. Replacement systems rnust comply with the rules In effect at that time. O A suluble replacement area is not available due to setback and /or Boll Ilmitatlom. barring advances In POWTS technoloi,; a holding unk may be Installed as a last resort to replace the failed POWTS, 0 The site has not been evaluated to Identify a suitabie repfaument area, Upon failure of the POWTS a soil and site evaluation must be performed w locate a sultiNe replacement area, if no replacement area Is available a holding tangy; ms be installed as a last resort to replaice the failed POWTS. O Mound and at-grade soil absorption systems may be reconstrucud In place following removal of the biomat at the Inflitraclve surface, keconsvuctlosu of such rysums roust comply with the rules in effect at that tlme. < <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 TKE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPASSIRl F ADDITIONAL COMMENTS POW rS INSTALL ' POWTS MAINTAINER Name Na me Phone — Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY H p l hnnt Agency Phont I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address V G1 L� S? Property Address 7 / (Verification required from Planning Department for new construction) Z139 L4 City /State ,S Parcel Identification Number LE GAL DESCIRIPTION Property Location ._S"� ' /,, 11 ' /,, Sec. � T ,_?/ N -R_4_W, Town of fL-W �- .Subdivision Lot # Certified Survey Map # ,��5 , Volume f L , Page # Warranty Deed # �/? �/� , Volume 1 4 11g ,, Page # Spec house ❑ yes ;9 no Lot lines identifiable jai' 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. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (I) the on -site wastewater disposa I 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 days o e e year expiration date. / 6 z SIGNATURE OF APPLICANT DATE OWNER CERTIFICX ION 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 pro de ' ed above, by virtue of a warrarttydeed recorded in Register of Deeds Office. S GNATURE OF APPLICANT g / r / 02. DATE * * * * ** Any information that is misrepresented may result in the sanitary pennit being revoked by the Zoning Department. •••'•• •* 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 l 1418PAG 441 K 60N 230 H H. REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 04 -14 -1999 9:30 AN WARRANTY DEED EWVT R CERT COPY FEE: COPT FEES TRAILER FEE: 124.50 RECMINS FEE: 12.00 Return to: Attorney's Title of Stillwater 1835 Northwestern Avenue Stillwater, MN 55082 WARRANTY DEED - INDIVIDUAL TO INDIVIDUAL STATE DEED TAX DUE HEREON: $ DATE: April 8 1999 FOR VALUABLE CONSIDERATION, Donald L. Smith and Helen M. Smith husband and wife and Jeffrev and Joyce Smith husband and wife., Richard Kohner and Stacey Kohner, husband and wife Grantor(s), hereby conveys) and warrant s) to Rustin L Keller, a single person, Grantee(s), real property in St. Croix County, Wisconsin described as follows: "Exhibit All Attached The seller certifies that the Seller does not know of any wells on the described real property. ;(if more space is needed, continue on back) together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: easements, restrictions, reservations and covenants of record, if any. ichard Kohner Stacey KohnMl Donald L. Smith Helen M. Smith Jeffrey i J c Smith W. STATE OF WISCONSIN ) ss. COUNTY OF ST. CROIX ) The foregoing instrument was acknowledged before me April 1999 by D onald L Smith and Helen M Smith husband and wife and Jeffrey Smith and Joyce Smith husband and wife Richard Kohner and Stacey Kohner_ husband and wife grantor(s). Notarial Stamp or Seal c G or other title or rank) Signature of Person Taking Acknowledgment DANETTE L. MULACK NOTARY PUBLIC- MINNESOTA Tax Statements for the real MyCowissionExpimsJW.31,2000 property described in this instrument should be sent to THIS INSTRUMENT WAS DRAFTED BY Rustin L. Keller Attorney's Title of Stillwater 1835 Northwestern Avenue Stillwater, MN 55082 141�PA��442 "EXHIBIT A" PART OF THE SE ' /• OF NE % OF SECTION 6, TOWNSHIP 3 ,I TH, RANGE 19 WEST, ST, CROIX COUNTY, WISCONSIN DESCRIBED AS FOLLOWS: OT F CERTIFIED SURVEY MAP FILED AUGUST 26, 1996 IN VOL. 11, PAGE 3147 DOC. N0, 548607, TOGETHER WITH AND SUBJECT TO 66.0 FOOT ROAD EASEMENT AND CONDITIONS AS SHOWN IN VOL. $17, PAGE 595, DOC. NO. 324721. , CERTIFIED SURVEY MAP Located In Part of the Southeast Quarter of the Northeast Quarter of Section 6, Township 31 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin; being a part of that parcel of land as recorded in Volume 1151, Page 211 in the Office of the St. Croix County Register of Deeds. SURVEYOR'S CRRTTr1CA'I'R I, Douglas J. Zahler, a RpgiRlered Wi,rconsin Land surveyor, herPl)y certify that by the direction of Donald r,. and He.len M. smith, 1 have surveyed, divided and mapped a hart of Ili(- Sonl.11eaat Quarter of the North'�aRt. Quarter of Sect 6, TownRhip 31 Norlh, Range 19 West, Town of Somerset S1:. Croi.x County, WisconRin, I:his being lhat properly describer) in a Warranty Deed in said County recorded in Volume 1151 page 211, being an existing par. of record, described by mel:?R and bounds per State Statute 236.34, as („flows: Commencing at the Northeast Cnrnpr of Raid Section 6; thence, nn an asRUmed bearing along the eaRl line of Raid Sectinn 6, South 06 degrees 19 mi.nnteR 39 seconds East a iisi or 1196.07 feet to tine north line of the Southeast Quarter of the NorLb Quarter of said Section 6; thpnne, al,.ng last Raid north line, Routh 89 degrees 05 minutes 47 seconds West a distance of 521.74 feel, to the Point- of Beginning of the parcel Po be described; thence Snufh 06 dpgrPeR 35 minutes 59 seconds West a distance , ' , F 231.97 feet; thence Sonth 88 degrees 59 minutes 59 Rpc:onds West a di,stanco of 741.99 feet. to I.be west llnp of t•he.. SokiLheast: Quarter of the Northpast Quarter of said Section 6; thpuen, along last said west line, North 114 degrees 57 minutes 58 ser -onds East. a distance of 244.54 feet; thence Routh 89 degrees 00 minutes 23 seconds East a distance of 348.76 feet to the said north line of the Sout.heast Quarter of the Northeast Quarter of Raid Section 6; thence, along last said north line, South 89 degrees 05 minutes 47 seconds East a distance of 398.70 feel: Lo the lroint of beginning. Containing 170,647 square feet (4.10 acres). Snbject to right -of -way for existing Delong Road along tho eaRL line and Marine Road along the northwesterly corner of the above describer] property and subject to all easements, restrictions and covenants of record. I also certify that this Certified Survey Map is a correct representat.i.on to scale of 1-he exterior boundaries surveyed and described; that I have complied with the provisions of Chapter 236.34 of the Wisconsin Statutes and the Subdivision Ordinance of the County of St. Croix and the Town of Somerset in surveying and mapping the same. -� 3/96- Douglas • Reg. Nn. 2145 Da e A& E L d rveying Telephone Y (715) 246 - 4319 P. O. Box 325 New Richmond, WI 54017 SURVEYOR'S REPORT: THIS SURVEY Is Of AN EXISTING PARCRr, Or RECORD. This survey was based on a breakdown of said Section 6- 31 -1.9 per Washington County, Minnesota Surveyor's orrice. As can be seen on this map the original corner'R of Lhe property were found, that. being the property described in said Volume 1151 page 211, which bad been surveyed for Grace Development Company in 1974 by Arthur Wegener. In surveying said property it was found the original survey did not fit the 40 lines of said Section 6 1,y using the Said Washington rrouut.y Section breakdown. Therefore the correct Section breakdown was need and the called for 40 lines were held in conjunction with the monumented property as originally laid out. Point "A" as shown on this map was set by holding the north line of said 40 acres, aR called out in the caption of Raid described property, and the original monumented line. The survey shown o+r this map is correct to the best of my knowledge. pF W�s �•� DOUGLAS J. v► ZAHLER * S•21=15 HUDSON, ,• VOLUME 11 PAGE 3147 `9� wdS CO Q` Sheet 2 of 2 1C �o FILED 548607 Z AUG 2 6 1996 l f, KATHLEEN H. WALSH ftsW of feeds � St.(1ohtCo•,VVI .y i CERTIFIED SURVEY MAP Located In Part of the Southeast Quarter of the Northeast Quarter of Section 6, Township 31 North, `--� Range 19 West, Town of Somerset, St. Croix County, Wisconsin; being a part of that parcel of land as recorded in Volume 1151, Page 211 in the Office of the St. Croix County Register of Deeds. Prepared for and at the request of: OWNER: Donald L de Helen M. Smith 25 Benhill Road 55105 _ _ S ST 14 St. Paul, EC, 61 CORN Orofted by Kristi A. Eylandt 0 � 119 ` _ - -- - S (F OUN 31 19 ER ` RR ' S 5.3 , D�f9�9" E D 2" IRON PIP 11 65 52 f) w N R1'H w top f. • THE SE 1%4 OF C ° 7 Cr z Z ON OSt\j II hw UNE OF 0 o X O o � li �� ' �� NPLq�ED, NOS THS NE if4 o n v Q • - � cn rn II b, LA E OF -0 o CO r) � , Z R 24s 22. W, �L ONG cn a- • ; , : " 5' TOWN R�q RQA� 'N-- O 3- ' WY R -OW - - x i X U ° Of + M U U O O i ►7 i M �i c Z W USI O i , F(lGHW O N v; '•m F w 4J' SETgyCk C - Or I �i N N O ° ; W Z M Oj °+ r C O r W, ^ y , Li pi r aa k , o r W ; o °; O oi 5" c1D C 0 O 2 (n O I Z' V) , +� p� �j O ND �� W ' t M Z1 C , 0 O a W O W i ^ O Oi c a O O m N , i r as , Z F- DO r p Do 0 p y t LLI cp r 0 to ' i it 3 3 w & Z k � e ' y r p O ,` O 0 U? II i �� ;n 6) L .V a i 7 J ° C . !r Z Q ? rA Oi 60 av `U Q �O ! 60 47 60 N O N N O~ r r Q 0 Qi �N M rn Z w \ �O ��' i N z to z ON M pz a� 1 1 as �•oQ N z\ I: z S '� i LLJ Lj- 00 a- D N 11 Z 0 ^ , - � 1 a) f✓ i O r � Z O I '�+ O ap W .f + N 3��0 _moo NOTE: THIS SURVEY IS ; ' \j 04'57 BASED UPON THE SUBDIVISION OF SECTION S 06-0j; — _ 0 �+ 6 PER A R ST TE STATUTE � R _ s5 � 59.62 E ( 0 N 5.3 W 24 �� DOUGLAS I 0 245 3 N CO) ZAHLER Z 00 _ G * S-2145 TOTAL AREA: z �; H D 178,54 SQ. • FT. G04 - LOT Cb - 3 4,1 ACRES O co AREA EXCLUDING R.O.W: ' NP � E p,LgNp S 170,973 SQ. FT. 3.92 ACRES County Section Corner Monument R = RECORDED AS JOB #96097 of Record M = MEASURED Prepared by: A do E LAND SURVEYING 0 Set 1" x 24" Iron Pipe weighing Phone No. (715) 246 -4319 a minimum of 1.13 pounds per P.O. Box 325 linear foot. 150 0 150 109 East 3rd Street I New Richmond, WI 54017 O Found Iron Pipe Sheet 1 of 2 X x x Fence GRAPHIC SCALE SCALE IN FEET: 1 inch 150 feet VOLUME 11 PAGE 3147 / Er ? \ o / \ � 0 ƒ( (� 0 ° A£\ 0 S G / E f S. CD « $ I > § M • / 2 y E a M§ 2 o 00 @oE2@@ ƒ § k j(/ C k§ 2 3 U\& 8 ^ � 0 U, � 2 � 2 @ v > 0 / m D % I\ � / � � § Q \ \ \ S § ] 0 _ � a 2 2 / § ) CO) � \ E 0 0 0 \ \ "- 0 2 % % % � ( < o \§ ■ A\e m 0 £ § \ ƒ / k OIQ a CD / \ \ B } OL § 9 I q _d E § \ 2 G 0 \ 7 j 7 2 m \ # w / to Er- \ 2/ \ 0 ( i z $ cr \ ƒ \ ±, c �7 \ ¥ 0 \ 2 � § � \ ■ 0 / (D § / r � #