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HomeMy WebLinkAboutSAN-2017-213 030-1085-50-200- ------ —.- BAN-2017-213 SAYV �1 Safety and Buildings Division Co �� I 201 Sanitary Permit Number (to be filled n by Co.) as gto ve. 0. Box 7162 j t tatii VI/i37� 162 �a COUNTY JG264XQD1 S41 G vOMMUNffy D Permit, nppacat10i1 State TraasactionN�ber In accordance with SPS 39321(2), Wis. Adm_ Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit Note: Application forms for stare -owned POWTS are submitted to the Department of Safety and Professional Servies- Personal information you provide may be used for secondary Project Address (if different than mailing address) -purposes m accordance with the Privacy Law, s. 15. 1 m , Stats. L A-pplication Information - Please Print All Information Property Owner's Name Parcel # Property Owners Mailing Address i Property Location i3o, 30,193108-0�0 Govc t city, State e m r/� y� Section (circle T N; R F- W II. Type of Building (check all that ap I ' 2 Family Dwelling -Number of Bcdro Subdivision Name ❑ Public/Commercial-Describe Use 0lr— e b ❑ City of ❑ State Owned - Describe Use ❑ Village of CSM Number III. Type Permit: fc Town of of (Check only one box on line A. Comulete line B if appli A_ system t Y�m ❑ Replacement � System ❑ Treaunmt/Holding Tank Replacement Only ❑Other Modification to Existine 0 System (explain) B- ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner — IV. of POWTS S steaKom onent/Device: Check all that apply) Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound > 24 uL of suitable soil ❑ Mound < 24 is of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: D%ign Flow (gpd) Design Sor7 (itnliw Rate(gpdsf} Dispersa] Area Required (sfl Dispersal Area Proposed (sf) System Elevation GG f S—I1E VL Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units = New Tanks F:,anB Tanks Sep- or Holding Tank ' Dosing Chamber VII Responsibility Staten - I the undersigned, responsibility for installation of the POWTS shown on the attached plans P' s Name (Print? Pl Signature MP/MPRS umber Business Phone N Phan s Ad (Street, City, State, Zip �VIIL Conn /De artment Use Only ❑ Approved ❑ Disapproved Permit Fee Date Issued Issuing Agrnt Signature ❑ Owner Given Reason for Denial DL Conditions of ApprovaMeasons for Disapproval i tf -- -- ------- — '-- -- ,-+..r...... — ., 1, � ,, > m sue SBD-6398 (R. 11/11) N SAN-2017-213 Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 7/6/17 Owner:Chris Matelski Location: SW1/4 NE1/4 S30 T30 N,R19W Lot 5 Valley View Trail St. Joseph Manuals Used: In -ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan - 3. Leaching Cha r Cross ction 4-6. Maintananc d Con ' gency Plan 7. Filter Cross Signatur License 70ber #226900 SAN-2017-213 System PLOT PLAN PROJECT Chris Matelski ADDRESS 207 Wvomina St. East. St. Paul Mn 55107 SW 1/4 NE 1/4s 30 rr 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX SYSTEM ELEVATION 93.0/92.9/92.8/92.7 3.5' below 7/6/17 BEDROOM 4 DATE CONVENTIONAL W CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1542 # of chambers 76 IL BENCHMARK V.R.P. Top of white stake ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Alternate Benchmark Top of White Stake with Orange Ribbon @ 100' Vent >6" Quick4 Standard ?4' erng Leaching Chamber with 20.0 ft2 of Area o 12" 5.6ft^2/pair of end caps Grade at System Elevation All piping shall be ASTM SDR 30/34, within 34" 10' of tank, piping shall be ASTM F891 w 0 18% c� Slope J O U 0 H C 18% Slop System Area has 0% Slope ~� Alt. B-4 50' B-5 10, Rep A B_3 20' Pro 4 20 S 15' ?5, Bedroom Vents House 4-3' 18 % 60' X 78' cells with >3' Slope spacing 300' Pronertv Line SAN-2017-213 Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 4 cells Quick 4 Standard Leaching Chamber with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 96.5 vent Grade vent 4' 4" 4' .A�30/34 Septic Tank 4' Long 1 Spacing 5' 5' 4' LongT 1 Grade at System Elevation 3-3' X 90' Cells at System Elevation Observation tube/Vent Same on other end To be located on end of Cells % A B System elevations: C A 93.0' B 92.9' C 92.8' D 92.7' 19 chambers per cell ST. CROIX COUNI-y SAN-2017-213 SEPTIC TANK MAINTENANCE 1'IGREEMENT AND OWN MHIP CERTIFICATION FORM Owner/Buyer�; Mailing Address Property Address (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Numbery J 0 —1 0 LEGAL DESCRIPTION Property Loeatio � %4,r% r/a , Sec. T�N � W, Town Subdivision Lot # Cerdfled Survey Map V(Aume '_1/ , Page # / Warranty Deed # '"T Volume ,Page # Spec house yes no ) Lot lines identifiable ' �yes)no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper mamtenauce consists of pumping out the septic tank every three years or sooner, it 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 was to 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 Planning & Zoning Departxient 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), less than 1/3 full of sludge. the septic tank is 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 plannin & Zoning Depmuncut within 30 days of the three year expiration date. $ ,/we certify that all statements on this form are true to the best of my/our k:aowledge. Uwe am/am the owners) of the property described above, by virtue of a W7 deed recorded in Register of Dee,.is Office. Number of bedrooms --j CNATURE OF APPLE ANT ;7/ DAA TE / ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) POWTS OWNER'S MANUAL & MANAGEMENT PLAN SANage - o ;t ILE INFORMATION Owner % -- Permit # DESIGN PARAMETERS Number of Bedrooms t ❑ NA i Number of Public Facility Units 7dNA Estimated flow (average) i gal/day i Design flow (peak), (Estimated X 1.5) aUda Soil Application Rate aUda lftz Standard Influent/Effluent Quality Monthly average* Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (BODS) s220 mg/L ❑ NA Total Suspended Solids (TSS) <150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODs) 530 mg/L Total Suspended Solids (TSS) 530 mg/L ❑ NA Fecal Coliform (geometric mean) 5104 cfu/100mI iMaximum Effluent Particle Size 'A in dia. ❑ NA 1Other. NA 'Values typical for domestic wastewater and septic tank effluent IAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Septic Tank Capacity ❑ NA Septic Tank Manufacturer ' ❑ NA Effluent Filter Manufacturer ,7-- ❑ NA Effluent Filter Model ❑ NA Pump Tank Capacity al NA Pump Tank Manufacturer NA Pump Manufacturer NA Pump Model NA Pretreatment Unit ❑ ❑ Sand/Gravel Filter ❑ Peat Filter ❑ Mechanical Aeration ❑ Wetland ❑ Disinfection ❑ Other. Dispersal Cell(s) ❑ NA n-Ground (gravity) ❑ In -Ground (pressurized) ❑ At -Grade ❑ Mound ❑ Drip -Line ❑ Other: Other. ❑ NA Other: _6the­r ❑ NA ❑ NA Service Event Service Frequency lInspect condition of tanks) At least once every: J ❑ month(s) (Maximum 3 years) ear s ❑ NA (Pump out contents of tank(s) When combined sludge and scum equals one-third (} of tank volume ❑ NA !Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ear(s) ❑ NA Clean effluent filter At least once every: ❑ orns)s) ❑ NA Inspect pump, pump controls & alarm At least once every: ❑ month(s) . ❑ year(s) NA 19ush laterals and pressure test At least once every: ❑ month(s) ❑ year(s) NA Dther. ether: At least once every: ❑ month(s) ❑ year(s) NA NA MAINTENANCE INSTRUCTIONS 'Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master !Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must linciude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of xmbined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shaft 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 1,egulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (f) or more of the tank volume, the entire contents of I:he 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, land 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. SAN-2blt--2-t`3°f START UP AND OPERATION ucts or other chemicals that For new construction, prior to use of the POWTS check treatment tank(s) for the presence of paintingtected have the contents of the may impede the treatment process and/or damage the dispersal cell(s). If high concentrations 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 nomiai highwater levels. When power is restored the excess wastewater will ble discharged to the dispersal ce0(s) in one large dose, overloading the cells) 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 ttde 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. ot drive or park over, or otherwise disturb or compact, the area within Do not drive or park yehicim over tanks and dispersal cas. Do n 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 PO VJf 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 produ0s; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permaneMty taken out of service the following steps shall be taken to insure that the system is prope fly 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 property 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 falls and cannot be repaired the following measures have been, or must be taken, to provide a code corn iOnt replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. and should not be infringed upon by required The replacement area should be protected from disturbance and compaction setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the neled for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must com* with the rulest in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologN a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a sal 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 infittralive 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 ANDIOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TAN UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OI A PERSON FROM THE INTERIOR OF A TANK MAY BE DII�flCULT OR IMPOSSIBLE. ADDITIONAL COMMENTS -- POINTS INSTALLER Name Phone / POWTS MAINTAINER Phone � ' •- �' - �� v SEPTAGE SERVICING OPERATOR UMPER LOCAL REGULATORY AUTHORITY Name Name Phoner-7/,) Phone J This doaisnent was dmftd in compliance with chapter SPS 383.22(2)(b)(%d)&(f) and M.54(1), (2) & (3),1M500115111 A1dminWT8d a Code. 04.5200 000 9.1 ,01Gap between Case and Seepenline SECTION A -A _ SAN-2017-213 /3 VOL 21 PAGE 262 KAT11EYM H. M — REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 08/17/2006 03:00PH CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW1/4 OF THE NE-1/4 OF SECTION 30, T30N, REC FEE: 13.00 R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN, BEING LOT COPY FEE: 4 OF CERTIFIED SURVEY MAP VOLUME 13 PAGE 3608. PAGES: 2 SURVEYOR: PREPARED FOR: NORTH 1 /4 DOUGLAS J. ZAHLER BARBARA A. SCHAUER S do N LAND SURVEYING, INC. 23519 HWY 35 N \ CORNER 2920 ENLOE STREET SIREN, WI 54782 SECTION 30 HUDSON, WI 54016 ag -7 G -75'5Ap"E 6a9'g�. :EXISTING gam,/�. / ACCESS VrVj / LOT 5 3.049 A•C`.Ft�S / N 318.2� 132,800 SQ. FT../ -, ---- m 51 m N77'57 36^E � / �. / 'oq g5.2nt CD ev - C WN,QOH CV N 11 z \� \ rn LOT 6 �� l Qi co� m � � 3.342 ACRES 3 '' z z 145.598 SQ. FT. 3 3 / / y n 00 rn m o. co per/ /oz ro APPROVED ` C ST. CM COUNT-t -TE NOTE: ORDINARY WA AUG 1 7 Z006 _b � C3 S6 235'6al / / MARK (OHWM) SHOIWN GH WAS R L2� / DETERMINED BY S&N LAND If aria 3U uays u, _ / \ SURVEYING. THE OHWM AND appWe date approval shall be o Cp \ _ 75' SETBACK ARE SHOWN FOR N null and vold�_ o' VN� �.', \ \ VISUAL PURPOSES ONLY. CONTAC�V o� /^✓ �. ` THE ST. CROIX RVNK _ OFFICE FOR C _ l OPFICICUNALT OHWM DETERMINATION PRIOR TO CONSTRUCTION OF - SOUTH 1/4 20�`_ _ CORNER ANY STRUCTURE NEAR THE SECTION 30 9 CJ�` \ \ WETLANDS. CURVE DATA TABLE Curve Radius Central Chord Chord Arc Tangent Bearings Number Length Angle Bearing Length Length Tangent In Tangent Out (02'37'01")(S35.44'10.5"W)(22.38') (22.38') (S37.02'41"W) (S34'25'40"W) C1 490.00' 02'36'52" S36-03'47"W 22.36' 22.36' S37-22'13"W S34'45'21"W (23'24'20")(S22'43'30"W) (225.84')(227.41')(S34'25'40"W) (S1 1-01 '20"W) C2 556.70' 23'23'29' S23'03.36.5"W 225.70' 227.28' S34'45'21"W S11.21'52"W (02-54'14")(N72'40'48"W) (76.64') (76.65') (N71'13'41"W) (N76'07'55"W) C3 1512.39' 02'54.22" N72'17'47"W 76.70' 76.71' N70"50'36'W N73-44'58"W BUILDABLE AREA TABLE LEGEND FOUND ALUMINUM COUNTY Lot # DESCRIPTION ACRES SECTION CORNER MONUMENT LOT 5 CONTAGIOUS BUILDABLE (PER COUNTY) 0.845 FOUND 1-1/4' OUTSIDE DIAMETER IRON PIPE LOT 5 NET BUILDABLE (PER TOWNSHIP) 2.584 SET 1" OUTSIDE DIAMETER BY 18" LONG IRON LOT 6 CONTAGIOUS BUILDABLE (PER COUNTY) 1.176 O PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT LOT 6 NET BUILDABLE (PER TOWNSHIP) 2.702 ( ) RECORDED BEARING AND/OR DISTANCE ROADWAY SETBACK LINE 150 O 150 ...... (100' FROM RIGHT—OF—WAY) THIS INSTRUMENT DRAFTED BY: WIWAM KANE — 75' SETBACK FROM NAVIGABLE WETLAND JOB NO. 6622-01 DATE:06/28/06 -- x FENCE 1 of 2 Vol 21 Page 5262 ,sconsin Department of Commerce ivision a� Safety and Buildings 3ureau c:a..;tegrated Ss rvices s SOIL AND SITE EVALUATION SAN-2 je 2� 3 o 3 in accol.> c� With,s�LHR 83.09, Wis. Adm. Code � `•��`� - County Attach complete site plan on paper not less than 8 1/2�(�1 i inches u�ze. Plan_ must. horizontal fe�rlce drrection'and. `,, "� include, but not limited to: vertical and ir poir�(WT slope, scale or dimensions, north arrow, enndV6ation and`drstaMe o nearest road. r percent parcel I.D. # r_ , APPLICANT INFORMATION - Please girt all infoc�la�#[o.�r _ Reviewed by Date Personal information you provide may be used for second4rLpu�poses (POigpj s. 15.04 (j) jrnW.. �, q / s 9d Property Owner r ` 6PY Location Lot � 1/4 1k1A1/4,S �j T''C) ,N,R E (orC Property Owner's Mailing Address t Blo # Su d. me or CSM# City State Zip Code Phone Number ' fV ❑ City ❑ Village Town N rest Road �. r w 4-o rL b3 i ( (71 _5> 9- 6 , 6 o.-e? ) , zo . ,�-.New Constructio Use: Residential /Number of bedrooms Addition to existing building Al Replacement ❑ Public or commercial - Describe: dS Code derived daily flow Clod '']��, Recommended design loading rate bed, gpd/ft2 trench, gpd/ft2 Absorption area required _bed, ft2�trench, ft2 M ximum design loading rate _'—bed, gpd/ft2 _`-ench, gpd/ft2 Recommended infiltration surface elevation(s) (as referred to site plan benchmark) Additional design/site considerations Cc GC, ,- Parent ft Parent material / Flood plain elevation, if applicable S = Suitable for system for Conventional ❑ U Mound � ❑ U In -Ground Pressure ❑ U AT -Grade ❑ U System in Fill ❑ S U Holding Tank ❑ S"SC-U U = Unsuitable system s Boring # 6 Ground J�elev� Depth to limiting fa lo �in. 6 Boring # Ground _ elev. � ��! •eft. D p h To limiting fac X SOIL DESCRIPTION REPORT �I oc� Crod2 I GPD/ft2 Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Bed rench D r� Remarks: 1— �r r�i 1 �1 ���:'��n==W�AM '' O Ramarkc- CST Name (Please Print) ignature Telephone Nc. Address Date ] �^ CST %,� Number SOIL DESCRIPTION REPORT , PROPERTY OWNER `S��SC/t SAN-20117ag213 roc PARCEL I.D.# Boring # Ground �el v, Depth to limiting fact 7 in. Boring # Ground el v. 9�� Depth to limiting factor j 6 in. Boring # Ground ` I� `gt��ln• Depth to limiting factor Boring # Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 2 Bed Trench /Z o2 S i Remarks: �r]iYL!WIVEMYSA —b&- Remarks: Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 Bed Trench 21 Remarks: Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) I/ Wisconsin Department of Commerce Division,o;*Safety and Buildings Bureau ot^r;tggrated Services SOIL AND SITE EVALUATION AN-20 g '13 o 3 in accor ILHR 83.09, Wis. Adm. Code ri �� 1 1 0A 1 3 inches i �ze. Pl�rpust County Attach complete site plan on paper not less than 8 include, but not limited to: vertical and horizontal r f ce poi c�r¢,ction and c5 - percent slope, scale or dimensions, north arrow, n cation a �dt h o nearest road. Parcel I.D. # APPLICANT INFORMATION - Please js�rint all inf",TA �$ = I Reviewed by Date Personal information you provide may be used for second�rjpurposes (Pd�yo4aty; s. 15.04 ) Y� Property Owner i y Location ; Cowl � , 7t.ot SGc l4 L' 1/4,S 30 T-,30 ,N,R E (or 'j Property Owner's Mailing Address t Blo # Su d. me or CSM# �) City State Zip Code Phone Number ❑City illage Town N rest Road / , I o ( 12 V / : 6 t� � ram. t..�.J / ) /� 4- D..S�? /�/ w . led ,'� New Constructio Use: Residential /Number of bedrooms Addition to existing bwlding Replacement®y ❑Public or commercial Describe: Code derived daily flow gpd Recommended design loading rate bed, gpd/ft2 trench, gpd/ft2 �6bed, Absorption area required ft2 trench, ft2 M ximum design loading rate 6—bed, gpd/ft2=L_trench, gpd/ft2 Recommended infiltration surface elevation(s) (as referred to site plan benchmark) Additional design/site considerations ct , & Parent material / Flood plain elevation, if applicable �4 ft S = Suitable for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system �_S ❑ U � ❑ U �S ❑ U � ❑ U ❑ S U ❑ S'AU Boring # SOIL DESCRIPTION REPORT 70011.4�� GPD/ft2 Dominant Color Mottles Structure M L I a� 1, Remarks: -- �:i1 Remarks: v ;ST Name (Please Print) ignature Telephone No. �f -t %ddress Date CST Number Ir � Soil Test Plot Plan Byro ird Jr. Address 350 Co Rd E ��— Houlton Wi 54082 CS #220527 Lot ------ SAN-2017-213 Project Name Paul Schauer Subdivision ----------- Date 8/26/98 SW 1 /4NE 1 /4S30 T 30 N/R 19 W Township St. Joseph Boring Q Well PL Property Line County ST. CROIX IL BM or VRP Assume Elevation 100 ft.Top of White Stake with Orange Ribbon System Elevation 94.5 * H R P Same as Benchmark Alternate Benchmark Top of White Stake with Orange Ribbon @ 100' M�sl �C /"1,�• D'% 1 0l�wr`'t .How o�CJMII SAN-2017-213 VOL 21 LEEK H.S62 KATRLEER H. VACSIT REGISTER OF DEEDS ST. CROIK GO., WI RECEIVED FOR RECORD CERTIFIED SURVEY MAP CERTIFIETrFrE06 asR03:00PM D SURVEY MAP LOCATED IN PART OF THE SW-1/4 OF THE NE1/4 OF SECTION 30, T30N, REC FEE: 13.00 R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN, BEING LOT COPY FEE: 4 OF CERTIFIED SURVEY MAP VOLUME 13 PAGE 3608. PAGES: 2 SURVEYOR: PREPARED FOR: NORTH 1 /4 DOUGLAS J. ZAHLER BARBARA A. SCHAUER S do N LAND SURVEYING, INC. HWY 35 N SIREN \ CEIVED CORNER 2920 ENLOE STREET SIREN, WI 54782 gg°�+� 1 � SECTION 30 HUDSON, WI 54016Cj CIDmap �- \ bag 9�' a i OCT 3 0 2M f EXISTING o _ ACCESS V� / ST. CROIX COUNTY LOT 5 '"VEYOR'S RECORD.� ;�3 3.049 ACRES i N 318,21 - 132,800 SO. FT. I - ---- / m =FI M m NN r'.� gb.11-t- NN z 'mom•- � i Imo' � " �� �N� \ �\�O No �+ I. OHWM� --%- N N I Nz{ a \ o \\\:O' — _� i L� 1 O m Z LOT 6 > Or" m \\� 3.342 ACRES �(� 3 N �� O ,I z rn z w \ o� \o N� • rn 145.598 SO. FTC �L/ ,3 3 / / y rr, Q N C� to D D: a rn m \� \ v OM m O z \� ........... ��j= ov/ Imo APPROVED.._:`.. ' � I �I ST. CRODC COUNTI� OHK1I1 s Zoning I `SE'S Q �J9• f1 6555$�• I NOTE: ORDINARY HIGH WATER AUG 1 7 2006 C S r�'J jai / MARK (OHWM) SHOWN WAS DETERMINED BY S&N LAND It o o pprm3U nays u _ / \ SURVEYING. THE OHWM AND j�� date approval shell be rn CQV \ _ 1AS75' SETBACK ARE SHOWN FOR ro null and void !yTy \ VISUAL PURPOSES ONLY. cn Tj,�V CONTACT THE ST. CROIX COUNTY ZONING OFFICE FOR POFFICIAL RIOR TOOHWM D TERMI ON O SOUTH 1/4 QQp i CQa (� _ _ ANY STRUCTURE NEAR THE SEOCTION 30 RNER4 I Q O �ufl o J o `\ WETLANDS. CURVE DATA TABLE _ \ Curve Radius Central Chord Chord Arc Tangent Bearings Number Length Angle Bearing Length Length Tangent In Tangent Out (02'37'O1")(S35'44'10.5"W)(22.38') (22.38') (S37'02'41"W) (S34'25'40"W) C1 490.00' 02'36'52" S36'03'47'W 22.36' 22.36' S37'22'13'W S34'45'21"W (23'24'20")(S22.43'30"W) (225.84'X227.41')(S34'25'40"W) (S11'C1'20"W) C2 556.70' 2323'29" S23'03'36.5"W 225.70' 227.28' S34'45'21'W S11'21'52"W (02-54-14")(N72'40.48"W) (76.64') (76.65') (N71.13'41"W) (N76'07'55"W) C3 1512.39' 02'54'22' N72'17'47'W 76.70' 76.71' N70.50.36'W N73'44.58"W BUILDABLE AREA TABLE LEGEND FOUND ALUMINUM COL Lot # DESCRIPTION ACRES SECTION CORNER MON LOT 5 CONTAGIOUS BUILDABLE (PER COUNTY) 0.845 • FOUND 1-1/4' OUT51— --- .,..,,. . „ LOT 5 NET BUILDABLE (PER TOWNSHIP) 2.584 SET 1" OUTSIDE DIAMETER BY 18" LONG IRON LOT 6 CONTAGIOUS BUILDABLE (PER COUNTY) 1.176 PIPE. WEIGHING 1.13 LBS. PER LINEAR FOOT LOT 5 NET BUILDABLE (PER TOWNSHIP) 2.702 ( ) RECORDED BEARING AND/OR DISTANCE ROADWAY SETBACK LINE 150 O 150 (100' FROM RIGHT—OF—WAY) — — — '— 75' SETBACK FROM NAVIGABLE WETLAND THIS INSTRUMENT DRAFTED BY: WIWAM KANE JOB NO. 6622-01 DATE:06/28/06 x FENCE 1ot2 Vol 21 Page 5262 SAN-2017-213 r CERTIFIED SURVEY MAP LOCATED IN PART OF THE SWt/4 OF THE NE1/4 OF SECTION 30, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN, BEING LOT 4 OF CERTIFIED SURVEY MAP VOLUME 13 PAGE 3608. SURVEYOR: PREPARED FOR: DOUGLAS _4. ZAHI,.ER BARBARA A. SCHAUER r S&' N" LAND SUFIVEYING, INC. 23519 HWY 35 N 292,0 ENLOE, STREET SIREN, WI 54782 HUDSON, WI 54016 �; t SURVEYOR'S CEftFICATE I, DOUGLAS J. ZAHLER, REGISTERED WISCONSIN LAND SURVEYOR, HEREBY CERTIFY THAT BY THE DIRECTION OF BARBARA A. SCHAUER, I HAVE SURVEYED, DIVIDED AND MAPPED PART OF THE SW1/4 OF THE NE1/4 OF SECTION 30, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN, BEING LOT 4 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 13, PAGE 3608 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE; DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 30; THENCE ALONG THE NORTH —SOUTH QUARTER LINE OF SAID SECTION 30 SOO'42'50"W A DISTANCE OF 2098.27 FEET; THENCE N76'13'00"E A DISTANCE OF 318.21 FEET TO THE POINT OF BEGINNING; THENCE N76'13'00'E A DISTANCE OF 689.91 FEET TO THE WESTERLY RIGHT—OF—WAY OF VALLEY VIEW TRAIL AND A POINT ON A 490.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY, WITH A CENTRAL ANGLE THAT MEASURES 02'36'52`, A CHORD THAT BEARS S36'03'47"W AND MEASURES 22.36 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID RIGHT—OF—WAY A DISTANCE OF 22.36 FEET TO THE POINT OF CURVATURE OF A 556.70 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY, WITH A CENTRAL ANGLE THAT MEASURES 23'23'29% A CHORD THAT BEARS S23'03'36.5"W AND MEASURES 225.70 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID RIGHT—OF—WAY A DISTANCE OF 227.28 FEET TO THE POINT OF TANGENCY; THENCE ALONG SAID RIGHT—OF—WAY S11'21'52"W A DISTANCE OF 297.67 FEET; THENCE ALONG SAID RIGHT—OF—WAY S11'10'13"W A DISTANCE OF 126.85 FEET TO THE NORTHERLY RIGHT—OF—WAY OF COUNTY TRUNK HIGHWAY 'E"; THENCE ALONG LAST SAID RIGHT—OF—WAY S65'50'39"W A DISTANCE OF 235.87 FEET TO A POINT ON A 1512.39 FOOT RADIUS CURVE, CONCAVE SOUTHWESTERLY, WITH A CENTRAL ANGLE THAT MEASURES 02'54'22', A CHORD THAT BEARS N72'17'47'W AND MEASURES 76.70 FEET, THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG LAST SAID RIGHT—OF—WAY A DISTANCE OF 76.71 FEET; THENCE N19-40.30-W A DISTANCE OF 584.99 FEET TO THE POWT OF BEGINNING. CONTAINING 6.391 ACRES (278,398 SO. FT.). SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD. I ALSO CERTIFY THAT THIS CERTIFIED SURVEY MAP IS A CORRECT REPRESENTATION TO SCALE OF THE EXTERIOR BOUNDARY SURVEYED AND DESCRIBED; THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN STATUTES AND THE LAND SUBDIVISION ORDINANCE OF ST. CROIX COUNTY AND THE TOWN OF ST. JOSEPH IN SURVEYING AND MAPPING SAME. DOUGLAS J. AHLE S & N LAN SUR'w 2920 ENLOE ST. HUDSON, WI 54016 DATE ZAHLEN Ar >IE+214d HLXX30K e _ VA EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS (I.E.. WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF ST. JOSEPH FOR ADVICE. LOTS MAY BE SUBJECT TO ASSESSMENTS FOR FUTURE ROAD IMPROVEMENTS. THIS INSTRUMENT DRAFTED BY: WIWAM KANE JOB NO. 6622-01 DATE: 06/28/2006 2Of2 Vol 21 Page 5262 SHEET 2 OF 2 Wisconsin Department of Commerce SOIL AND SITE EVALUATION Dlvtsion.ot•Safety and Buildings ge of 3 Bureau of'R;tggrated Sarvices jinacco ILHR 83.09, Wis. Adm. Code�Attach complete site plan on paper not less than ches i ze. Pl�rodi t,,Count) include, but not limited to: vertical and horizontaloir���percent slope, scale or dimensions, north arrow,a o neari9 road. Parcel LD. # �.. 'n APPLICANT INFORMATION - Please all infQriu� = J -/ Reviewed by Date Personal information you provide may be used for second ryyurposes (POgU" s. 15.04 �%i Tnt J �, Property Owner i Location i Np,11. Lot 4,j1/4 f�l 1/4,S 3 D Tp ,N,R E {or� Property Owner's Mailing Address MB� # Su d. m or CSM# 5���13' 31o6d� City State Zip Code Phone Number ❑ City ❑ illage Town N rest Road 7 IS) y9-i54 1 '/v. 'e w CUse: OResidential / Number of bedrooms - Addition to existing building a�aplaco,�,mn,nt i ❑ Public or commercial - Describe: Code �� �✓ ` derived daily flow god Recom nded design loading rate bed, gpd/ft2 trench, gpd/ft2 Absorption area required _bed, tt2 trench, ft2 imum design loading rate • bed, gpd/tt2 trench, gpd/ft2 Recommended infiltration surface elevation( (as referred to si plan benchmark) Additional design/site c iderations a n Parent material lood plain elevation, if app able tYft S = Suitable f system nvention I Mound In -Ground ressure AT -Grade Istem in Fili Holding Tank U = Unsuitabi for system S ❑ ❑ U S U � ❑ U S U ❑ S/b-L_U Boring # Ground �elav� Depth to to limiting M or ` O Boring # Ground e v.m a� Depth o limiting fac �in. SOIL DESCRIPTION REPORT M.M. • • or r=tom GPa/ft2 Remarks: TG� 0 , .I II N W/ ...��_ �' M = �;M _- _II���f�Yt1L•��i��W!fill! / / I �at�!� .Wm w Remarks: v CST Name (Please Print) ignature Telephone No. Address V Date CST Number I PROPERTY OWNER SOIL DESCRIPTION REPORT SAN-2017-213 Page ----!lot_ PARCEL I.D.# Soling # Ground 9 eI v.� Depth to limiting tac 72 i Boring Ground el v. 9ZA. Depth to limiting tactgr j � in. Boring # qGround 6 i fs� cl'i• Depth to limiting tact r 7 Lin. Boring # Ground elev. ft. Dominant Color Mottles ®®® .. •.. Rcrnnrkc- rnQ� �, nCS ^i1,4 NiX 7 Remarks: • . Dominant Color Munsell MOETTIMM � I - Lei ' �/�������j�/�� • r Q���7 Remarks: Depth to limiting factor 'n. Remarks: SBD-8330 (R. 07/96) SAN-2017-213 Project` Name Paul Schauer Soil Test Plot Plan Byro ird Jr. Address 350 Co Rd E Houlton Wi 54082 CS -KM #220527 Lot ------ Subdivision ----------- Date 8/26/98 SW 1 (4NE 1 /4S30 T 30 N/R 19 W Township St. Joseph Boring Q Well PL Property Line County ST. CROIX IL BM or VRP Assume Elevation 100 ft.Top of White Stake with Orange Ribbon System Elevation 94.5 `H R P Same as Benchmark Alternate Benchmark Top of White Stake with Orange Ribbon @ 100' SAN-2017-213 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SW1 /4 OF THE NEi /4 OF SECTION 30, T30N, R19W, TOWN OF ST_ JOSEPH, ST. CROIX COUNTY, WSCONSIN, BEING LOT 4 OF CERTIFIED SURVEY MAP VOLUME 13 PAGE 3605. SURVEYOR: DOUGLAS -9. ZAH4.ER S &' N- LAND SURVEYING, INC. 2p2,0 ENLOE. STREET HUDSON, WI 54016 SURVEYOR'S CEi'SIIFICATE PREPARED FOR: BARBARA A. SCHAUER 23519 HWY 35 N SIREN, Wf 54782 1, DOUGLAS J. ZAHLEP, REGISTERED WISCONSIN LAND SURVEYOR, HEREBY CERTIFY THAT BY THE DIRECTION OF BARBARA A. SCHAUER, I HAVE SURVEYED, DIVIDED AND MAPPED PART OF THE SW1/4 OF THE NEI/4 OF SECTION 30, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN, BEING LOT 4 OF A CERTIFIED SURVEY MAP RECORDED IN VOLUME 13, PAGE 3608 AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH OUARTER CORNER OF SAID SECTION 30; THENCE ALONG THE NORTH —SOUTH QUARTER LINE OF SAID SECTION 30 SOO'42'50'W A DISTANCE OF 2098.27 FEET; THENCE N76'13'00'E A DISTANCE OF 318-21 FEET TO THE POINT OF BEGINNING; THENCE N76'13'00'E A DISTANCE OF 689.91 FEET TO THE WESTERLY RIGHT—OF—WAY OF VALLEY VIEW TRAIL AND A POINT ON A 490.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY, WITH A CENTRAL ANGLE THAT MEASURES 02"36'52-, A CHORD THAT BEARS S3M3'47'W AND MEASURES 22-36 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID RIGHT—OF—WAY A DISTANCE OF 22.36 FEET TO THE POINT OF CURVATURE OF A 556.70 FOOT RADIUS CURVE. CONCAVE SOUTHEASTERLY, WITH A CENTRAL ANGLE THAT MEASURES 23'23'29', A CHORD THAT BEARS S23'O3'36.5-W AND MEASURES 225.70 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG SAID RIGHT—OF—WAY A DISTANCE OF 227.28 FEET TO THE POINT OF TANGENCY; THENCE ALONG SAID RIGHT—OF—WAY S11-21'52'W A DISTANCE OF 297.57 FEET; THENCE ALONG SAID RIGHT—OF—WAY S11'10'13'W A DISTANCE OF 126.85 FEET TO THE NORTHERLY RIGHT—OF—WAY OF COUNTY TRUNK HIGHWAY 'E'; THENCE ALONG LAST SAID RIGHT—OF—WAY S65'50'39'W A DISTANCE OF 235.87 FEET TO A POINT ON A 1512-39 FOOT RADIUS CURVE, CONCAVE SOUTHWESTERLY, WITH A CENTRAL ANGLE THAT MEASURES 02'54'22% A CHORD THAT BEARS N72-17.47-W AND MEASURES 76.70 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE AND ALONG LAST SAID RIGHT—OF—WAY A DISTANCE OF 76.71 FEET; THENCE N19'40'30'W A DISTANCE OF 584.99 FEET TO THE POINT OF BEGINNING. CONTAINING 6.391 ACRES (278,398 SO. FT.). SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND COVENANTS OF RECORD. I ALSO CERTIFY THAT THIS CERTIFIED SURVEY MAP IS A CORRECT REPRESENTATION TO SCALE OF THE EXTERIOR BOUNDARY SURVEYED AND DESCRIBED; THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF CHAPTER 236.34 OF THE WISCONSIN STATUTES AND THE LAND SUBDIVISION ORDINANCE OF ST, CROIX COUNTY AND THE TOWN OF ST. JOSEPH IN SURVEYING AND MAPPING SAME. Of WISE DOUGLAS J. LER`RLS 2449r DATE y S do N LAN SURVEYING ZAHLER 2920 ENLOE ST. HUDSON, W 54016 EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES AND REGULATIONS (I.E., WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCEL, ETC.) BEFORE PURCHASING OR DEVELOPING ANY PARCEL CONTACT THE ST. CROIX COUNTY ZONING OFFICE AND THE TOWN OF ST. JOSEPH FOR ADVICE. LOTS MAY BE SUBJECT TO ASSESSMENTS FOR FUTURE ROAD IMPROVEMENTS. THIS INSTRUMENT DRAFTED BY: WIWAM KANE Ater. J02 NO. 6622-01 DATE. 06/28/2006 2 ot2 Vol 21 Page 5262 SHEET 2 OF 2 SAN-2017 3 6 r a T d i i T! F1L5? �o IN 17 ;� _•�' ` FEg 2 4 `w�• ioo_µol\4 i j ST. CROIX COUNTY s SURVEYOR'S RECORD 17 CERTIFIED SURVEY MAP Paul R. Schauer rtheast 1/4 of Section 30, Township 30 North, Range 19 West, Part of the Southwest 1/4 of the No Town of St. JosephOSt. rsoi aoounty, Wisconsin. 2446E OANIEL JOHNSON RO. NORTN //4 WRMER SIREN, WISCONSIN 54872 / SEC. 30, r So R., R. /0 W. / /FND. BERNrSEN CAPPFO NON.) BEARINGS ARE REFERENCED TO ' I THE SOUTH LINE OF THE NE1/4 OF SECTION 30. T 30N., R. 19 W., V ASSUMED AS S89.53'36"E. \ 1 „-200' L SCALE /N.FEET �•�� N O 10 /00 zoo 400 cl Dated: January 11, 1999 / l -,Cirri h- O rfE✓ '�/l' ''iris LK. i�•M3r Y - eW OB f/ / �j 10 0 / j4 6g9.78 / 0 11 AV, 1 / T5o5�'IS U 4 0 \s9 (ELLOT 4 3 W IE44V 70.9 CJI POND Bize/9B/ P� / CONTAINS 278, 392-SO. LOT S 1 N OR 6.391 AC. 2\ CONTAINS/136, 963 SO. ti' ? OR-�Z2 AC. VI W£L S. �(( /Op. "� 3 a' Noes£ B/ze/9BI V /o• qq Ex. sEPr1c 4648/'H. �3 •)1 w!/t SEC. BO POIV ' r.BON.•R./30 /FNO.B£AN?S£M O �. `fl' SNEO ELEV. /?/lB/9 0 CAP /N CONCJ O N `�.'� PONO /1 � BJ.•3�/ 4 � j� 1� • EAST //I CORNER Z 0M J3' /EL EN 9?So ,� •Z� • SEC. !O, 7.lO N., R. /9 W. N'LY R/W arm. "E" y� p, \ _ B/2$j (, POND 1,5 E5 Ba •�E (FNO. B£RN7SEN CAP 1N CONC6..I ••, p/ SB9'13'36"E 181LIP -, O �_ ••S B9'33'36"E 0O B/T.a6 =— © - 4 �ti _ �_ M' SourN 3��T:Z� - S B9•ST'!£"E•- 2732.44' — 3� L7' R/W C.T N. "E � � "a••„ ,\\O � Cj �. �.,;!. _x'�;r —� NON'D C1/4 V MEN I,p0sEc.BorBON,RW.NCONC./_Jr r FM. CRN CAP 4 ^`rJ r, ^'C� L'•/OIL ♦AO \4 �O CTh. _•L IL. 7 ``N.•`�\rjG 0 N LAU NCE`: m W RPHY �?.•:. 1713 ,A IVER FALLS Jw WISC. JQ • ��'e�,F� lA Nn �'�••`� LEGEND NOTE- o SET I°X24"IRON P1PE (MIN. WT 1.13 1S.IL.F.J An erosioncontrO/p/Onwillbe requiFBd by St. Croix Co. Zoning COUNTY SURVEYOR'S MONUMENT !AS NOTEOI Off/ce poor to construction on Lot 4. RECORDED AS t R- J ommaw • A it FENCE L I NE FOUND "IRON PIPE THIS INSTRUMENT DRAFTED BY !7.�•75 ' POND SETBACK LIMIT ✓ERAL D L. L ARSON SHEET / OF 3 VOL. 13 PAGE 3609 Y ��; � 11`�1)VQ y V St. Croix County W86111ROWIld by 40GCS Repari,pnni engine t!s1 & Lan� Versmn tP V.,ght Copyriey combiV& Gmbh 19st 2013 Tax Year Prop Parcel Municipality Property Billing Address Owner Type Number Address Real 030-1085-50- 030 - TOWN OF SAINT VALLEY VIEW DANIEL WEILAND WEILAND, 2017 Estate 300 JOSEPH TRL BETHANY WEILAND DANIEL 111 TIFFANY CREEK RD GLENWOOD CITY Wi 54013 Tax Year Legend: = owes prior year tapes = not assessetl = not taxed Delinquent Current Property Summary Property Addresses Parcel1h: 030-1085-50-300 Prima & Address Ali. Parcel X: 30.30 19.310E-30 i VALLEY VIEW TRL Parcel Status: Current Description Creation Date: 91162006 Owners Historical Date: Name Status Acres: 3 342 WEILAND. DANIEL CURRENT OWNER 1NEILAND. BETHANY CURRENT CO-O'NNER FOX REVOCABLE TRUST. FORMER OWNER EARL K 8 CAROL A VALLEY VIEW TRAIL LAND FORMER OVVNER TRUST SCHAUER BARBARAA FORMER OWNER Parent Parcels Child Parcels Parcel Number A Creation Date No Child Parcels were found 030-108 -50-100 Legal Description SEC 30 T30N R19W PT SW NE FKA BEING LOT 4 CSM 13.13608 NKA CSM 21- 5262 LOT 6 Public Land Survey - Property Descriptions Primary Section A Town Range Otr 40 QtT 160 Gov Lot Block LotTyU Lot Plat 30 30 N 19 W LOT 6 CSM 21-5262 030-2006 Distrct Code A, Description Category LOCAL ST. CROIX COUNTY OTHER DISTRICT STATE OF WISCONSIN OTHER DISTRICT 6432 SCH DIST OF SOMERSET REGULAR SCHOOL 170C WITC TECHNICAL COLLEGE