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042-1045-80-250
o 7 \ ° / rt 7 � 0/ 2 0 e z A 2 ° ¥ & y q ° r a Q§ \ / Q y CD \ 8 E G -: c E& °® 2® 2 / 2\ }]° m o Q e 8 8 2\ = R ]> E E E w c ; E ¥ \ % U) d \ \ _ o E � / £ C k \ \ ® = R e § \ \ q § \ \ lot o CD \ z § \ o ° \ \ \ j 0 n r 2 ® ° ` } cr C. z 3 3 o \_ & ƒ ƒ % \ < - _ / / f a A \ & © > §/ 2 7 7° S\ G ° ; §D \/ { a § \ CL k z 0 ° / K C CD . ci / a 0 j k z \ § K 0 : z ¥ . m 2 w E § \ 2 z 7 F \ § 2 t \ { . w � § � \ § \ * G\ -n 277 . 0 � k2/ \ CL cu . ) CD =r CD °a ]ƒ cg \$ C 2 � mr % � 2 I ■ » k � \ @ \ ƒ § k a \ 7 Parcel #: 042 - 1045 -80 -250 07/27/2007 02:59 PM PAGE 1 OF 1 _ Alt. Parcel #: 17.29.18.260A -25 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 04/04/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - PABICH, TERRY G & JENNY L TERRY G & JENNY L PABICH 1081 100TH AVE ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1081 100TH AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 5.348 Plat: 4964 -CSM 19 -4964 042/05 SEC 17 T29N R18W PT NE NE BEING PT LOT 2 Block/Condo Bldg: LOT 12 CSM 10/2741 NKA CSM 14/4017 LOT 9 (2.832AC) NKA CSM 19 -4964 LOT 12 Tract(s): (Sec- Twn -Rng 40 1/4 160 114) (5.348AC) 17- 29N -18W NE NE Notes: Parcel History: Date Doc # Vol /Page Type 04/04/2005 791167 19/4964 CSM 08/19/2003 736226 2378/272 WD 09/18/2002 690872 1981/508 QC 06/21/2001 649008 1665/349 WD more... 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/31/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.348 48,900 216,300 265,200 NO Totals for 2007: General Property 5.348 48,900 216,300 265,200 Woodland 0.000 0 0 Totals for 2006: General Property 5.348 48,900 216,300 265,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 10/03/2006 Batch #: 06 -15 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 79 1 1 67 VOL 19 PAGE 4964 XATNLHER H. W ALSA - - - -- REGISTER OF DEEDS ST. CROIX CO_. WI RECEIVED FOR RECORD CERTIFIED SURVEY MAP 04/04/ 08:45AN LOCATED IN PART OF THE NE1 /4 OF THE NE1 /4 AND THE SE1 14 OF THE NE1 /4 OF CERTIFIED SURVEY MAP SECTION 17, T29N, R1 8W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN, ALSO REC FEE: 13-00 BEING LOT 9 OF A CERTIFIED SURVEY MAP RECORDED IN VOL. 14, PG. 4017, AND LOT 11 COPY FEE: 3.00 OF A CERTIFIED SURVEY MAP RECORDED IN VOL. 17, PG. 4582 AT THE ST. CROIX PAGES: 2 COUNTY REGISTER OF DEEDS OFFICE. SURVEYOR: PREPARED FOR: DOUGLAS J. ZAHLER ERIC 8 CAROLYN LENT TERRY & JENNY PABICH S 8 N LAND SURVEYING, INC. 514 CHAPEL COURT 1081 100TH AVE. 2920 ENLOE STREET EAGAN, MN 55121 ROBERTS, WI 54023 �� Mr HUDSON. WI 54016 [� M nmpLZa44LE(D [t p nMDD --------------- - NORTH LINE OF THE NE1/ N88°40`01°W 2631.63* Nl/4 CO CORNER ---- -^ 1QQTH AVENUE - } (NSS- 40 - W) ftmuyoR'S'RECO� N88 <t a , $$ ° 4 '�1 ° 47 ' (N88 °40'09"W) NE CORNER 1537.16 �'' °p 4 12.33 ` --- N� °'��t'Wg1 ^ SEC _ON 17 413.31' O 86.00 $ S88 4)3 $a ..................... $ N I I � ca ... ., LOT 12 9 � P NOTE: Cv ° CJ7 I p THE PABICH'S ARE OWNERS OF LOT 9 OF I nu 1 R A 5.348 ACRES INC. <O I m 232,952 SO. F 5.035 I �S CERTIFIED SURVEY MAP VOLUME 14, U ACRES EXC � PAGE 4017, ACQUIRED BY DEED �, - ? � RECORDED AS DOCUMENT NO. 849008. 219,329 SO. F I THEY HAVE ALSO ACQUIRED A PART OF N U _ i � $' Ll I LOT 11 OF CERTIFIED SURVEY MAP ` la VOLUME 17, PAGE 4582, BY DEED o 1 RECORDED AS DOCUMENT NO. 78831 O. I g� THIS CERTIFIED SURVEY MAP SHOWS THE a Z ° RESULTING LOTS. NO ADDITIONAL LOTS w ° I ARE CREATED BY THIS INSTRUMENT. ALL +' w m CONDITIONS, RESTRICTIONS, NOTES, O N85°O -rWE 4 -W j Op ETC. LISTED ON THE PREVIOUS w FE 0 i P CERTIFIED SURVEY MAP OR PLAT, ARE a w CT I C= 5 APPLICABLE UNLESS OTHERWISE wz5 2:3 y ° N I INDICATED. gF- < I �� 0o z O W ESL+ V °y Cn I DOUGLAS J. tr2 ;m coo LOT 13 13.318 ACRES INC. R/W (N8W2T31"W) 580,148 SQ. FT. N89 °27'23'W 13.268 ACRES EXC. R/W 158.58' 577,970 SO. FT. i.�� SS / 17� LEGEND FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT�� sw A oCj� / FOUND V IRON PIPE SET 1° X 24• IRON PIPE WEIGHING 1.13 / 0 LBS. PER LINEAR FOOT 2.&M- AM m STEEL MASONRY NAIL FOUND C�JDo d o 3�� Q PC�3_ 9 o g ............... 100 FOOT ROADWAY SETBACK o - SCALE IN FEET 1 — 200' ( ) PREVIOUSLY RECORDED 200 O 200 THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6060-03 DATE: 03/14/2005 SHEET 1 OF 2 SHEETS Vol. age 734383 M�E)� t , VOL 77 PAGE 4582 KATKM H. NnIW --- REGISTER OF DEEDS Co RECEIVED CERTIFIED SURVEY MAP N` F z 08/07/2003 09s30AM � , • I � r , 1 , , CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE114 OF THE NE1 /4 AND THE SE1 /4 OF THE NE1 /4 o ,( o OF SECTION 17, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, REC FEE: 13.00 o WISCONSIN, ALSO BEING LOTS B & 10 OF A CERTIFIED SURVEY MAP COPY FEE: 3.00 g zz RECORDED IN VOL. 14, PG. 4017, AT THE ST. CROIX COUNTY REGISTER OF PAGES: 2 _ }i r u z u7 DEEDS OFFICE. n , m , i `if 1. u NOTE: Lot 10 will share a r o SURVEYOR: PREPARED FOR: Jolt Access with L ot t of x' ` u f a zi w DOUGLAS J. ZAHLEfl ERIC & CAROLYN LENT CSM Vol. 10, Pg. 2741 u S 8 N LAND SURVEYING, INC. 514 CHAPEL COURT s ,} 2920 ENLOE STREET EAGAN, MN 55121 DETAIL B (NOT TO SCALE 1 o JN HUDS WI 54016 __- _- _-- __`- '_.`___. -__ ---�- ----- --- _ -_--` ,P�O < i 66.017 - -- -132.03- -- - ~\ ° p - 66.00`- - --- 1 42.53' -- 253.. ;8' SOt'2245 W 253.15' — �r �j \ (S88'37' NORTH LINE OF THE NE 1/4 �� S88'4001 'E 319.15' - - 04 L- - N 1 \4 CC 2NER 104TH AVENUE N o Y }, 3 sECnor n ___� N66. 400swvL _M_(vn_1PL -- - - 6p> N1 ? "4001 1N 4 m S88 °40'01 T 319.. r7' (N88 °40'09 -M NE CORNER ,.3 15 .4 m --- - - - - -- m SECTION 17 — - —� �.1 N88 ° 40'Ot'W 362.9T t ; �n7 \ , �DETAILA �� ��`� '• t rr y'; i ,: I � I (� �1��/77 SEE -Cl I1� I 0°aUo111A1n DETAILS ( 2 1V ro \' \vim ° \ \OOn \\o ( _fl l_?Oio (Qo $ I _ :, g, \� �c'o 0 `.c��j \�Co r� � o \�t�'���� S88 421.08' Ob z I G� gp " I 238.17' ' m K — —:— — — — — S3II °40'O i T 1 ry SSS Q IF It,. N.5 LOT 10 12.00 ACRES INC. R/W a 522.880 SO. FF. VV (n 1 11.81 ACRES EXC. RI QF VI// 514,525 SO. FT. O t O SC W •. W ti� DOUGLAS J. tP2 i P 1 ZAHLER I° w S -2145 (N89 °27' HU SO 11 �' 89 °27'23'W - T 158.5 ' , z co /2 m0 1 F > v _ 556 T � °v, DETAIL A �8F m ILQ4 -7 C6, .W. r y 'L . S1a °5p A � ,� (NOT TO SCALE) �r� m LEGEND �1 C2 FOUND ALUMINUM COUNTY Y 57� RAN SECTION CORNER MONUMENT / j F FOUND 1' IRON PIPE 5 C3 O SET 1' X 24' IRON PIPE WEIGHING 1.13 LBS. m a 1 / PER LINEAR FOOT m STEEL MASONRY NAIL FOUND A SOIL BORING - — — - 12 FOOT UTILITY EASEMENT • 100 FOOT ROADWAY SETBACK - d�do 0 @ 9 0 - 8 SCALE IN FEET 1" = 200' ( ) PREVIOUSLY RECORDED 200 O 200 • THIS INS ALIMENT DRAFTED BY: WILLIAM KANE JOBNOi6060.02 DATE: 06/07/2003 SHEET 1 OF 2 SHEETS ' 1 Y Vol. 17 Page 4582 e . Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No �,,� 404925 0 I 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: Pabich, Terry I Warren Township 042 - 1045 -80 -200 CST BM Elev: Insp. BM Elev: Tw 0j,6 7 �L TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic V 6 Be �m" r � — I - ( A& B Dosing M � E'0 J19 V4 A0, d - to d Aeration // .IS o Bldg. Sew r Holding St/Ht Inlet ' St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ' / F5 , O/ J Dt Bot Q d I- I LP Dosing f Header /Man. � Ir Aeration J — Dist. Pipe Holding - Bot. S ys �bS �/ l Final Grade ) i PUMP /SIPHON INFORMATION l'Ja> i n . t+ ' 1 v) Skt l �c %. Manufacturer Demand St over GPM /!r A Model Number �� .� . q I TDH Lift Friction L System Cead TDH F `7 Forcemain L D f/ Dist. to W II SOIL ABSORPTION SYSTEM BED /TRENCH Width I Length No. Of Trenches PIT DIME NS DNS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS '�1 ( ja ,� SETBACK SYSTEM TO / P/L BLDG WEL •r LAK REAM L CH IN Manufacturer: INFORMATION CH ER OR Type Of System: UN Model Number: DISTRIBUTION SYSTEM S ,/ Header/ if Distribution Q J c x Hole Size x Hole Spacing Vent Air Intake Pipe(s) � l ')6 �[ 6! ( // Zq 4t / t/ Length Dia Length Di a 7 Spacing SOIL COVER x Pressure Systems Only xx Mound Or t - Grade Systems Only Depth Over / Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bedrrrench Center '1 0 w " Bed/Trench Edges Topsoil Yes ' ° =i No � Yes *' No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1/�/ Inspection #2:�1 Sb �'I 1 �?2 Location: 108 100th Avenue Roberts, WI 54023 (NE 114 NE 1/4 17 T29N R18W) NA Lot 9 Parcel No: 17.29.18.260A20 1.) Alt BM Description = � -e l ow "u-( - o'r� �"-� , rr rr -f p 2.) Bldg sewer length = q01 w/4v 'ti-� - amount of cover = y �W24- - A#dC 3.) Contour = 2 �� ? , (vo d� s S - , S 1, _ U Plan revision Required? Yes ', No q Use other side for additional information. , - ��liYl !Q to �S Date Insepctor's Sign allure Cert No SBD -6710 (R.3/97) A r T 1 Safety and Buildings Division County L o / 201 W. Washington Ave., P.O. Box 7162 S f. Madison, WI 53707 - 7162 Site Address .Lh Department of Commerce 1 m Sanitary Permit Applicatio _ Sanitary Pe�;'t Lf �5 ' In accord with Comm 83.21, Wis. Adm. Code, personal info uy�id ! ,:� Check if Revision may be used for smo purposes Privacy Law, m) ' �'! I. Application Information - Please Print All Information �� �, Sta Ian D. - knvm Pro rty Owner's NMe , ParcCT Number . 7 2 2 1 J, -a00 n ' li s Maing Addr s /• � A �T CFK�IX rty Location , Property Ow Prope 4y ( C�Cg.lNTY f' -XX4 htQ(AF1+,� "v '4 'k; S T N, R City, State Zip Code a Number .•% Lot N ber Block Number SM N v I ll Q� C54 (.3(268 � � P. gb1 II. Type of Building heck all that apply.) �.G 0 City ❑ 1 or 2 Family Dwelling - Number of Bedrooms ❑Village C1 Public /Comm .al - Describe Use X T , O State Owned ���� «� .�- (o . O Nearest Road C 04-V -1% 00Z III. of Per 't: (Check only one box on line A. Numbering is for intern use.) (Complete line B, if applicable.) A. 1 New 2 0 Re placement System 3 ❑ Replacement of 6 ❑ Addition to s m y Tank Onl Existing System For County use B. ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of POWT System: (Check t apply. Numbering is for internal use.) y 44 1 3 Non - Pressurized In- Ground 2 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 0 Pressurized In- Ground 41 Holding Tank 48 0 Single Pass ' 51 Drip Line 45 ❑ At -Grade 46 Aerobic Treatment Unit 49 ❑ Recirculating 30 0 Other V. Dis ersal/Treatment Area Information: Design Flow (gpd) Dispersal Yea Dispersal 4&ea Soil Application Percolation Rate System Elevation Final Grade Required Proposed (y -5'DGb Rate(Gals. /Days /Sq.Ft.) (Min. /Inch) Elevation VI. Tank Info Capacity in Total Number Manufacturer '' Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks (,.,,. Concrete Constructed Glass New Existing Se Tanks Tanks , ptic Holding Tank or Dosing Chamber Lao j VII. Responsibility Statement I , th undersig ass installation of the POWTS shown on the attached plans. Plumber's N riot) Plumber' P /MPRS Number Business Phone Number Plumber's Address ( tr t, ity, State, Zip Code) , r ...L VIII. County /De artment Use Onl M Approved Disapproved Sanitary Permit Fee includes Grouwater Date Issued s ' g Agent Si a (No Stamps) J^t pproved Owner Given Initial Adverse Surcharge Fee) Determination n - A-L( rova 0- s UR�o or PP ps f ` oval ou P+e.. c t� C� Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size PLOT PLAN 3 7 Scale 1 " =y� •Page of cn . o p j 0.1 , A o � t3.3 1`4 n � 0 Lf r 0 So�or- - L PUC F.wi_ 2 e oI-Mra 01= E LUS•O' or— u pU i • 3 80 2�-1 . i - w lt. L 'M, @ F _> .S 0 ' FR-o N, N 1 0U M) P1 ZS ' l►9 �k NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be IO /6SO gallon capacity manufactured by 1VJ��SLZ 4. Bench mark 5. Divert surface water around system to prevent ponding at the uphill side. r Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TD #: (608) 264 -8777 ero isconsin www w ww.commeroe.state.vA.us/sb in.gov .wisconin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary February 20, 2002 CUST ID No.267341 ATIN. POWTS Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/20/2004 Identificotiob N rs Transaction UD N 709178 SITE• Site ID No. 641308 Terry Pabich Please refer to both identification numbers, 100TH Ave above, in all correspondence with the agency. Town of Warren St Croix County NEIA, NEIA, S17, T29N, R18W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 830075 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /O1). In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the Mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c wo !qll y • Per manual sited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal �GQftMfte are prohibited. Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS co*onents after the CE initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. ARTHUR L WEGERER Page 2 2/20/02 • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and P P maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: `7633 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us TITLE SHEET Page \ of 1 FOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 P and the Pressure Distribution Manual SBD- 10573 -P CCZ. 6 /qq� CR- 6199 LOCATED IN THE MF-: 1 /4 OF THE NF 1/4 OF SECTION 1 - 1 , T Z°/ N, R ! W, TOWN OF S e.Mlx COUNTY, WISCONSIN. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR `9�° F O O PREPARED BY WEGE[zER SO I L . TEST S P4 C3 AND. IDES I Gt%i SEFRW I CE P.O. Box 74 421 N .Main St. River Falls, W 54022 �,► ®, Phone 715- 425 -0165 ° ® '�`���SO� Fax 715 - 425 -6864 „� ^ `•'` 1 nrMxn+ Y +`6ER 6 -415 P 6 LLSWOFi1'w l CL •�� i • APB � � r, .�.......tn.y �F 5. r �� a aaaaoas�� SEE CORE JOB NO. Z' S Mound System Management Plan Page Z of - 7 Pursuant to Comm 83.54, Wis. Adm. Code • Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have.its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank, If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L 6005, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SSD- 10572 -P (R. 6/99)] arid local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers 2,-, covers should be inspected for water tightness and soundness. Access en openings used for service and asszssmt shall be sealed watertight ,cen the ccrnp!eticn of service. - ^v ^cerirc 'e sound, defective, or subject io failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning -Office at 1 15- 3��- u6t'�O. ST_ °L.MIX The system installer at The tank manufacturer at app — 3Z $�`S6 �11� The effluent filter manufacturer at moo- ZZ The pumn manufacturer at 10 — $ 2D - LLff Ll� _ GO PLOT PLAN Scale - Page 3 of POU 0 0 F. 11 I ,A (U I 't�b NOT compf l_r OIZ I I �, D ls`rv� 1 g Pr) I I I I t3. �S - Ln ° 2 O � F LLT � S �`. SUS -0r or— L4 1 1-UQ I ' 3 8D2�M Pa -r0 0 Ory i - w� -L - - _eE' 2_SO`_ [�c)�l j`? Uv� ►�� � .Z S.' .F1z� �,k.��- NOTES: _. 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pies with approved caps. ( Z required). 3. Septic tank to be 10 AS gallon capacity manufactured by 4. Bench mark S S =L n �. Divert surface water around system to prevent ponding at the uphill side. Pace L-) Or — 1 r .3 '- i r rig Apra_ ove_ Svnthe �_c Cave_ z ASTH C33 Distribution Pipe Medium. Sand Topsoil —� �' H is El ev.10 5_p 3 E „ 0 , I ' b G % Slope Distribution Cell of Force Main Plowed to 22" A¢aregate z From Pump Layer D V D Ft E �.16 Ft. CROSS SECTION OF A MOUND SYSTEM F 0 Ft. C G -S Ft. Ufl H 0 Ft Linear Loading Rate= 6 �� GPD /LN FT Design Loading Rate= O•�GPD /SQ FT J Ft. K �_ Ft. or L °L3 Ft. F- ar a i n W Ft. �} - observation Pipe, K Sax A L-- f/( ° - - W__�_ -- -- - - - - -- ----------------- - - - - Force Main Distributio to 2 n `-- Cell of z . UPS lTE z Pipe aggregate Observation• Pipe (Anchbr securely) PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout PA&e S of .e Place the holes at the bottom of the distribution pipes at' equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long t= or 45 fitdng to a point within six inches of the f nal made. Terminate the ends of the laterals with a valve,: threaded cap or • threaded plug. Provide access from final made for the valve; threaded ' or threaded plug. T �tF cr, L i Lateral — — Martaofd 2( z z z x Lateral Length — P i Line • � ifCC;� -S 50X L:- PoR P 3 Ft. HoT a Diam 8 tnch .- 5 Ft. Lateral 1 Inch(es� X Inches Manifold " Z Inches Force Main " Z Inches I of holes /pipe 11 Invert Elevation of.Laterals Ft. Combination Sept�ic: and f PUMP CHAMBER CROS5 SECTION AND SPECIFICATIONS ' PAGE b OF - 7 . •VEWT CAP WEATHER PROOF JUIJCTIOU BOX . ti C.I. VCMT PIPC APPROVED LOCKING M 110' FRO DOOR, MA)JHOLE COVER P 7111 ..ffUDOW OR FRCSN t.uA(itJ11JG LAgEI �'a �tPE ALP corapu�r 1FrtTZT16Wr d4tP INTAKE t ti iz G ZpfoE 8 tt3'MI1J. \� ---- -- - - -- PROVIDE UJLET - --- -- �•'' AIRTIGHT SEAL �liFrL,� 1 Approved - zf �� A I Approved joint w/ —moo ! i II` jo int w/ ALARM PV PVC pipe pipe is �I II - � I i ( ow c ( I PUMP � . OFF D - COLICKETE 0 1.k3,0 , 0 1 T BLOCK t RISER EXIT PERMITTED C)QLy IF TA MAIJUFACTURER HAS SUCH APPROVAL 3•'APPRatD BEDD I N4 SEPTIC t SPECIFICATICKJS DOSE TAWKS MALI UFACTURCR: WLESC C -00 Qumb OF DOSES: S'? PER Dal- TAMK SIZE : t00 LEO GALLOWS D05C VOLUME r ALARM MAWUFACTUF _S' gt{ s INCLUDIIJG 6ACKFLOW: ��•6 GAItONS MODEL QUMBER: LQ w - CAPACITIES: A= IAlCHES OR 30 6 GALLOys SWITCH TYPE: 1►1CHE5'OR G(�LLOL1$ PUMP MA3JUFACTURCR: C�OULl`� C C = 6 � 1-2 ' IJCHES OR 11 0` 5 GALLOWS MODEL QUMHER: ��J'S 1 I D= 1 �NCHESOR l S ' S GALLOUS SWITCH TYPE: 1AQTI_t -U . ►JOIE: PUnP AWD ALARM AR To b MINIMUM DISCHARGE RATE 31. GPM INSTALLEq OIJ SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWCEIJ PUMP OFF AW0..015TRIBUTIOW PIPE.. I k4 FEET + KIWAUM METWORK SUPPLY PRESSURE. FEET I; S•OX1 •} S� FEET OF FORCE MAIN -2-1)9 F 0FLFRICTIOU FACTOR_ FEET 3.Y!5— TCITAL. OylJAMIC HEAD FEET •�-C,� 6 As per nanufacturer �n-u gal /in. Liquid depth 3� {I ` Goulds I `l 01:: Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer; following uses: • Capable of running lubrication and efficient strength, and durability. dry without damage to heat transfer. ■ Motor Cover: Thermo las- • Homes t systems components. Available for automatic and tic cover with integral handle • Farms Motor: 'and float switch attachment manual operation. Automatic • EPO4 Single phase: 0.4 HP, • Heavy duty sump g p Points. • Water transfer 11 , 230 n v Hz, models include Mechanical 5 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. SPECIFICATIONS • EP05 Single phase: 0.5 , FEATURES ■Bearings: Upper and lower 115 V, 60 Hz, 1550 RPM, heavy duty ball bearing Pump: EPO4 built in overload with construction. ■ EPO41mpeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING 3 /4" maximum. • Power cord: 10 foot with pump out vanes for • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. C% Canadian Standards Association • Total heads: up to 24 feet. with three prong grounding • Discharge size: V NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F' or "AC".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 • Capable of running , dry without damage to s 30 components. I SGPM Pump: EP05 s —� -- - -- - -- — - r, p • Solids handling capability: c z W 25 /4 maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. 12 6 20 • Discharge size: 1'IF NPT. a � t - a • Mechanical seal: carbon- c 5 15 ! ! rotary/ceramic- stationary, a 4 I I ! BUNA -N elastomers. EPOS • Temperature ° 3 io 104 °F (40 °C) continuous j 140 °F (60 °C) intermittent. 2 5 1 —/ 0 00 10 20 30 40 50 GPM 0 2 4 6 8 10 12 m'/h CAPACITY m 1995 Goulds Pumps, Inc. EBecGve May, 1995 83871 F" 'co-nsln Iar►artmentof Industry SOIL AND SITE EVALUATION 2 3 LaDor_antl Human Relations Page of , Dlvfslon of Safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 1/2 x 11 Inches in size. Plan must County Include, but not limited to: vertical and horizontal reference point (BM), direction and ✓�T G� D/ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # d U O ;- /o • �-o APPLICANT INFORMATION - Pleas hf�a�t a wed by Date Personal information you provide maybe used for co purpos*(Pri cy Lain; s.,i o4 (1) (m)). Property 9" G V y ^' f T _ roperty Location p ERR c L, r v7 - -'r �"� > vt. Lot N ` 1/4 MC 1 /4,S 17 T Z � ,N,R E (or)© Property Owner's Mailing Address ? 'L t # # Subd. Name or CSM# > �rt�E.v.¢pl r T �cY (J; City State Zip Co Phoo ligl�r 10" *e Nearest Road L� U /ll� �iV J (7 3/) %1 �. ❑City Villa a Town 71 'LJ' New Construction Use: L71esidential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow (0 0 gpd Recommended design loading rate • bed, gpd /ft • S trench, gpd /11 Absorption area required 5" bed, ft2 56V trench, ft Maximum design loading rate bed, gpd/ft • S trench, gpd / ft 2 Recommended Infiltration surface elevation(s) pt • 3 it (as referred to site plan benchmark) Additional design /site considerations /O'X �� s�' /YD UFO S Y $ T /PF Q alIpFy Parent material _ 1OESS dUf G/i°lESTO.yE f� Flood plain elevation, if applicable N ft S = Suitable for system Conventional Mound In- Ground Press AT -Grade System In Fill Holding Tank U = unsuitable for System ❑ s Cy s E] u E] s Q'u ❑ s u E] s p-i' cis SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench •lo lo 3/3 Z 1 s d!!f s cs 2 q:. S 2— 0 •/G low 3/ 511-- 2 shy Ground 3 elev. y y. eft. P /o Sl c Z / S� � �' eqs -- 2 . .3 loa 1 C. 4 2 s yip 31' Depth to n limiting /¢-� d`7 ` `L _� factor Remarks: Boring # 1 01 /0 / y)e 3 13 L / s Ae '15 CS .S 3 sye 54 *1 47re cs • y , . s Ground -(y • s yR S C •2 k af5 &A '% N e1ev. �oY l z Boa eft. Depth to limiting factor 3_2_ ,.-fn. Remarks: CST Name (Please Print) Signature Telephone No. Pea -Rr 74LB Rf'CH his• 386•e(8 S Address bate CST Number 3 - 2- 6T 22-& -7 5; Ulbricht & Associates Private Sewage Consultants 655 O'NsH Rd. Hudson, Wis. 54016 ORIGINAL WAI(Nt- �O RSEL I r SOIL DESCRIPTION REPORT `3 PROPERTY OWNER Page of PARCEL I.D.A P ,-ND! 'y &' C5 1-1 + Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 3 0-// A0 Y,4 3 L AfSA& S C Z f . :. Ground g SL /w.791? es 7 elev, bo h. /o S 2 l S P N Depth to limiting factor J / Remarks: Boring # Ground elev. ft. Depth to limiting factor In. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /e in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ; Ground elev. ft. Depth to limiting factor In ' Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBDW -8330 (R. 08/95) J N o C C� Pj ov p o y ; d � o FA �vn w � o F ROCZAS PLU15ING FW W. 15 235 056 Feb, 26 DU 05 :SWM P1 it • ST CROIX COUNTY SEPTIC 'TANK M.AINTHSANCE ADREEMENT AND OWNERSHIP CERTIFICATION FORM 0%vec/Buyer Prcporty Address _1 0 0 (VcziGL ltion ragWitd &Onl PlAuiAi; Departneul for now 4w;Utructioa) City/State & Ll I bjz Parcel Identification Nw'abex 51, LEGAL „DEACR XTION ( Property Locati 12, r /4, �k I /4, Sec. L ► T Town of Subdivision _. . Lot # . CariiW Survey Map # Warreat 19 # 'T 16� _ 1 �. Volume 6 b . Page # 3S0 � house o , es , Spot � � nrs � � ._' ---` Lot vines identl!lab]e [�Vyeg Cl no M 1 Ty&ANCk IMPMperwe atad maiasenance of your c*ptic eystexn could result in its prcasaturc flailuse to handlo wsarles. propermaiAts"we coasiats of pu mpiag out the :optic tank every tbroee years or sooner, it needed by a ticeuvd pumper. what you put isato tie systattr gis& street the ftwatloa of the septic tank as a twat aml stuga in the waste disposal systems 7be propary owner agrm w submit to St. Croix Zoning Deparureat s certification faro% signed by the owratxr and by e tt wtxptumbm. jou=ymaa pltamb9i; testrictedplumber ut a licensed pumper vwriiyiog ttist (1) the on-site wsstemlerdieposal sytxem is iA proper Worst* sondirion &W*r (Z) after isWeetiorr and pumpiq (if aeccu:♦ary ), the swyhi tattle is leas Haan 15 Am of sludge. k Ihw, dke udm4pwd have raid the sbovo requirements &Ad agree to :Maintain the private scv,'xge disposal system with the staudanu set fortis hasim as set by d►e Department of Cmtunerce and Lh ^. Department of NatuMl Rcaottrres, Sta Of Virisaoasta. C.crdricstiO slating that yaw septic syettitm has beet tusintalued must bt enrupletrd lad rlcturced to dw Sc C( OLN County 7,oaias Office w',twu 30 days of the three yen expire n date. eh _ _7._LLi[ SIGNAk Q APPLIC.,ANT DATE VVNE CE TIrI �` �►rw� +� . :....1�!?.4.. :...1 ,... ... .- ... -.._ ............,r �...�.... ,.,! l�uw)'i.aa.�wtt:1C�,0. Y (tMW) iaIIl (am) Ll1d eWt71"wirk3) OI The Property Qa senbed above, h%, virtue of a wxT x,I�y .l.,y,.t rr Ito V.*8wwr o! Uoa.ia "llop" ff _.....- -- -._. �_ .. ....._� G....� StOI ATVRE OF APPLICANT DATE a *'•• *• Any irafactatatiou that is axis- mpreaentedmay result in tL•e ssoitary penuit bona; revoked by the 'boning Department. •• »••" •` include With tWs eapyllestl0a: a stamped warranty dead from tbc. Ragister of Daods office a Copy of tin• oedif<ed survey map if militvt ee is agree in Hw w*—nty dead IDMi —min a.nc.n AswU.11on 16$7 64 9009 DOCVMENTNO. KATHLEEN H. WALSH V1i.1665 REGISTER OF DEEDS ST. CkUIX CO., WI REAL ESTATE MORTGAGE RECEIVED FOR RECORD (For Consumer or Business Mortgage Transactions) 06 -21- 2001 9:30 AM JENNY L BEC ER AND TERRY Q. PARTCH. gTNGT,E PFRCOhS Ac MORTGAGE JOINT TENANTS ('Mortgagor," EXEMPT A whether one or more) mortgages, conveys and warrants to The RiverBank, 204 CERT COPY FEE: 3rd Avenue Box 1 8A QQe WT 94010 COPY FEE: ('Lendef) TRANSFER FEE: RECORDING FEE: 12.00 inconsideration of the sum Of FORTY -TWO THOUSAND THREE HUNDRED AND NO /100 PAGES: 2 Dollars, (S 42, 300.00 ) , loaned or to be loaned to JENNY L BECKER Recording Area ("Borrower," whether one or more), Name and Return Address evidenced by Borrower's note(s) or agreement dated JUNE 14, 2001 A TTN: Mortgage Dept. the real estate described below, together with all privileges, hereditament$, easements and The RfverBank appurtenances, all rents, leases, issues and profits, all claims, awards and payments made as a result of the exercise of the right of eminent domain, and all existing and future 204 3rd Ave. Box 188 improvements and fixtures (all called the 'Property) to secure the Obligations described in Osceola NI 54020 paragraph 5 on the reverse side, including but not limited to repayment of the sum stated above plus certain future advances made by Lender. 2 p 1. Description of Property. (This Property is not the homestead of Mo - - 89 - 02 D • Z( 7f 0 HEAD Q N pcnal Q pR ( / ee r o. — tpv 20) A F PA ECT O ION T SEV N E O NTEEN (17)JATOWNSHI THE N T NESZ9) NORTH 4 GE F EIGHTEEN EST TOWN OF_ SU WARREN ST CROIX COUNTY WISCONSIN DES &RIBED AS FOLLOWS 9 O ED F SURVEYMAPSAT P P RE ED AN AGEtIO�01 0 7A 4 C N0 IN OF ICE OF THE REGISTEl`t OF DL*EDS ST CROI O I THIS IS A PURCHASE MONEY MORTGAGE. F1 H checked here, description continues or appears on attached sheet. n N checked here, this Mortgage is a construction mortgage. Ej N checked here, Condominium Rider is attached. 2. Title. Mortgagor warrants title to the Property, excepting only restrictions and easements of record, municipal and zoning ordinances, current taxes and assessments not yet due and n /a 3. Escrow. Interest Will be paid on escrowed funds N an escrow is required under paragraph 8(a) on the reverse aide. NO n .1) na 4. Additional Provisions. Mortgagor agrees to the Additional Provisions on the reverse side, which are Incorporated herein. The undersigned acknowledges receipt of an exact copy of this Mortgage. NOTICE TO CUSTOMER IN A TRANSACTION GOVERNED BY THE WISCONSIN CONSUMER ACT a DO NOT SIGN THIS BEFORE YOU READ THE WRITING ON THE REVERSE SIDE, EVEN IF OTHERWISE ADVISED. b DO NOT SIGN THIS IF IT CONTAINS ANY BLANK SPACES. c YOU ARE ENTITLED TO AN EXACT COPY OF ANY AGREEMENT YOU SIGN. YOU HAVE THE RIGHT AT ANYTIME TO PAY IN ADVANCE THE UNPAID BALANCE DUE UNDER THIS AGREEMENT AND YOU MAYBE ENTITLED TO A PARTIAL REFUND OF THE FINANCE CHARGE SignedandSealed 14, 2001 (SEAL) (Type of Org.N:nion) BY (SEAL) Z_ L B - (SEAL) R By ' (SEAL) FABI C By. (SEAL) (SEAL) By: (SEAL) (SEAL) AUTHENTICATION woloons011t ACKNOWLEDGEMENT STATE OF WISCONSIN Signatures of 1 Counryof POLK J ``0% %tt l Iglo r p nrrr,', This i w$s�cgloged before me on JUNE 14. 2007 by L•t)E R • a Y G PABICH authenticated this day of I till = Y r penonrlsll as = T .� = n a .n ...g., o W. irusbe, oee., eny) Title: Member State Bar of Wisconsin or of ri a authorized under 4706.06, Wis. Stets. ry •�'�` om rn.m,m. �"c`�iitl' "°"� This Instrument was drafted by The RiverBank VALERIE K MEMM Notary Public, Wisconsin "Type or prim name signed above, My Commission(Expires)(1s) 09-26 -04 , YOl 1665PAGE351 ADDITIONAL PROVISIONS 5. Mortgage u Security, This Mortgage secureb prompt payment to Lender of (a) the Sum stated In the iksi Paragraph of this Mortgage, Plus Interest and charges according to the Perms 0, the Promissory odes or agreement of Borrower to Lender Identified on the reverse side. and any extension, ranawals of modifications signed by MY BorrOlver of such not prohibited by the promissory notes �r agreement, (b) to the extant wlsconsin Consumer Act 0) erry additional sums which era In the future IOarted by Lender to arty Mortgagor, t t arry Mortgagor e S cured another w to Mortgage, guaranteed or endors by any s Which lot personal, family primarily household Purposes and agreed In documents evidendng the g uaranteed Or ansactlon b Da secured by this Mrxtgege, and (tl) all otter additional sums which -are In the future loaned by Lender to any Mortgagor, to any Mortgor 0 another w to another Obligations'). This faoenn any er. (c) all Interest and charges, and (d) ag an to Inc extent not Prohibited bylaw, all costs and expenses of collection w enforcement (am denied the Mortgage also Mures the performance of all covenants, condNIOns and agreements contained in this Mortgage. Unless otherwise required by law, Lender WIN satisfy this Mortgage upon request DY Mortgagor 9 (a) the Obligaiona have been paid accordIng to the Mortgage IF terms, (b) any commitment to make future advances secured by this Mort gage has terminated, (c) Lender has le tl any line o en dif under which advances are 10 be secured by this Mortgage, and (d) all other payments required under this and performed. The Obli gati ons and all other terms. c onditions, co Obligations cvenants, and agreements contained In this Mortgage and Iha documents evidencing the Obligations have been paid 9. Taxes. To Ire extent not paid to Lender under paragraph 8(a), Mortgagor shale Pay before they become delinquent all taxes, assessments and other charges which may be IeNao r t assessed throperty, against under upon this Mortgage or the OWlgallons Or Other debt secured by this Mortgage, upon Lender's Interest In the property, and 7. Insurance. lgVISd t Lender receipts gts t e property, timely p ayment. hazards as Lender m Mortgagor through on the Property insured against direct loss or damage Occasioned by fire, flood, Wended coverage perils and such other value, whichever ts le s, and shall g h l 9U P b' Lender, In amounts, without coinsurance, not less than the unpaid balance of the Obligations or ten full replacement venting, the or iginal ver to I all and shall co ay in* m Progeny when be d� Policies Shall contain the standard mortgage clause In favor of Lender and, unkas Lender otherwise agrees In which Insurance Is o f fal l pol Mori a or shall deposited wnh Lender. Subject to Lenders approval, Borrower Is hoe to select the Insurance agent or iriagrw through 9 g promptly 9" fell tit bas to Insurance companies and Lender. All proceeds from such Insurance shell be applied, at Landers option, to the Installments Of the Obligations In the Inverse order of their nedurn es (without Penalty for prepayment) or to the restoration of the improvements on live Property. In Via event of Insurance t e this rce shall or other transfer d tale to the Propany. In extinguishment of the Indebtedness Secured hereby, all right, title, and Interest of Mortgagor in and 10 any such Insurance n Then in force email pass to the Purchaser or grantee. t Mortgagor falls to keep any required Insurance on the Lunn r hall e may or acquired by Lender solely to protect Inc Interest of the Lender (N WIN nos cover Mon 0yi' Lender r may y), and purchase such insurance for Mortgagor, Lander shall be In accordance with Section 10. gagers equity In the Progeny). find Mortgagor's obligation t0 repay s. Mortgagor's Covenants. Mortgagor covenants: (°) Escrow. it an escrow is required by Lender, to Pay Lender sufficient funds, at such times as Lender designates, to pay When due (1) the estimated annual real estate taxes and assessments on the Property, (2) Ni property and hazard tnsurance premiums, (3) flood Insurance premiums, It any, (4) if Payments owed under the Obligations are guaranteed by mortgage guaranty Insurance, the premiums necessary to pay for such Insurance, and (5) other Items agreed to be Included In the may requ re for r Man, at any time, collect and hold such escrow funds In an amount not to exceed Iha maximum amount a lender for a federally related mortgage ben gagers escrow account under the federal Real Estate Settlement Procedures Act of 1974, as amended from time to time. Lender may estimate the amount of escrow funds do on the basis Of current data and reasonable estimates of future expenditures of future escrow account funds or as otherwise required Dy applicable law. Lender shall apply the escrowed funds against taxes, assessments and insurance premiums when due or as otherwise required by law. Escrowed funds may be commingled with Lenders general funds. 9 the escrowed funds held by Lender exceed the amount permitted to be held by applicable law, Lender shall account to Mortgagor for the excess escrowed funds In a manner determined by Lender or as Otherwise required by applicable low. If the escrowed funds held by Lender at any lime are not Sufficient to pay the escrow account Items when due, Lender may nolly Mortgagor In writing, and Mortgagor shall pay to Lender to amount necessary to make up Inc deficiency in a manner determined by Lender or as Otherwise required by applicable law; (b) Condition and Repair. To keep the Property in good and tenantable condition and repair, and to restore or replace damaged or destroyed Improvements and fixtures; (c) Liens. To keep the Property free from liens and encumbrances superior to the Nan of this Mortgage and not described in paragraph 2 on the reverse altla; (d) Other Manages. To perform an of Mortgagors obligations and duties under any other mortgage or security agreement on the Property and any Obligation to pay secured by such a mortgage or MumY agrooreart: (a) Waste. Not to commit waste or permit Waste to be committed upon ire Property: (9 Conveyance. Not to sell, assign, lease, mortgage, convey or otherwise transfer any legal or equitable Interest In all or Pen of the Propery or permit the same to occur without the prior written consent or Lender and, without notice to Mortgagor. Lender may deal with any tranaferee as 10 has interest in the same manner as with Mortgagor, without in any way discharging the liability of Mortgagor under this Mortgage or the Obligations; (g) Alleratlon or Removal. Not to remove, demolish or materially after any Pert of the Property, without Lender's prior written consent, except Mortgagor may remove a fixture- Provided the fixture is promptly replaced with another fixture of at least equal utility; (h) COndemnslion. To pay to Lender all compensation received for the taking of Ile Properly, or any part by condemnation proceeding (Including payments In compromise of condemnation proceedings). Intl all compensation received as damages for Injury to the Property, or any pan. The compensation shall be applied In such manner as Lender determines to rebuilding Of the Property Of to ths Obligations In the Inverse Ord" at their maturities (without penalty for Prepayment); (i) Inspection. Larder and its authorized representatives may enter Ina Property at reasonable times to inspect N. and at Lenders option to repair or restore the Property and 10 conduct envlronmenlal assessments and audits of the Property; 0) ordinances. To comply with all laws, ordinances and regulations affecting the Properly; and SulerOgalibn. Thal Lender is subrogated to the Ilan of any mortgage or other Ilan discharged, In whole or In Pan, by the proceeds of the note(s) or agreement Identified on the reverse side. 9. Environmental Lava. Mortgagor represents, warrants and covenants 10 Lender (a) that during the Period of Mortgagors Ownership or use Of the Property no substance has been. Is or will be present, used, stored, deposited, treated, recycled of disposed of on, under, in or about the Property In a form, quantity or manner which If known to be present on, under, In or about the Properly would require cleanup, removal w some other remedial action ('Hazardous Substance') under any federal, stale or local laws, regulations, Ordinances, codes Or rules (•Environmental laws'): (b) that Mortgagor has no Knowledge, after clue Inquiry, of any prior use or existence of arty Hazardous Substance on the Property by any prior owner of or person u m e Property: (c) that, Without llmltlrg y d the generality the foregoing, Mortgagor has no knowledge, after due inquiry. that the Property contains asbestos. Polychlorinated bl he com (PCBs) Or underground storage tanks; (d) then there are no conaltbns exbtmg currently w likely to Will during ten term of this Montagu which would subject Mortgagor to any damages, penalties, Injunctive relief or clear►uP costs In any govemmemal or regulatory action or third -party claims relating to any Hazardous Substance; (9) that Mortgagor Is not subject to any noun or adminft tNe proceeding. judgment, decree, order or cnalion relating to any Hazardous Substance; end M that Mortgagor In the past has been, e1 the present Is, and in the future will remain In compliance with all Environmental Laws. Mortgagor shall Indemnify and hold harmless Lender. Its directors, officers, employees and agents from all toes, cost (Including reasonable attorneys' fees and legal expenses), Ilabillty and damage whatsoever directly or indirectly resulting from, arising out of, or based upon p) the presence, use, storage, deposit, treatment recycling or disposal, at any time, of any Hazardous Substance on, under, In or about the Property, or the transportation of any Hazardous Substance to of from the Property, (it the violation or alleged violation of any Environmental Law, permit, judgment or license relating to the presence, use, storage, deposit, treatment, recycling or disposes or any Hazardous Substance on, under. In or about the Property, Or the transportation of arty Hazardous Substance to or from the Property, or (ill) the Imposition of any governmental men for the recovery of environmental clean-up costs expended under any Environmental Law. Mortgagor shell immediately notify Lender in writing of any governmental or regulatory action or third -party claim Instituted or threatened in connection With any Hazard Substance on, in, under or about the Property. 10. Authority of Lender to Perform lot Mortgagor. If Mortgagor falls to Perform any of Mortgagors duties set forth in this Mortgage, Lender may after giving Mortgagor any notice and opportunity to perform which are required by law, Perform the duties or cause them to be performed. Including without Iimltallon signing Mortgagors name or paying an amount so required, and the cost shall be der on demand and secured by this Mortgage, bearing Interest at the hgnest rate stated in any document evidencing an Obligation. but not in excess of the maximum rate Permitted by law, from the date of expenditure try Lender to the date of payment by Mortgagor. 11. Default; Acceleration; Remedies. If (a) there Is a default under any Obligation secured by this Mortgage, or (b) Mortgagor fails timely to observe or perform any of Mortgagors covenants or duties contained In this Mortgage, then, at the option of Larder each Obligation Will become Immedlately payable unless notice to Mortgagor or Borrower and an opportunity to cure are required by 1425.105, Ws. Stets., OF the document evlOenolg the Obligation and, in that event, the Obligation will become payable 9 the defeuN Is not cured as provided In that statute or the document evidencing the Obligation or as otherwise provided by law, N Lender exercises Its option to accelerate, the unpaid principal end Interest owe l this MoObligation, together with all sums Paid by Lender as authorized or required under this Mortgage w any Obligation, shalt be collectible In a sun at law w by Mortgage by action, of both, or by the exercise clarity other remedy available at law or equity. 12. Waiver, Lender may waive any default without waiving any olhw subsequent or priordelaun by Mortgagor. 19. power of Sale. In the event of foreclosure, Lender may sell tie Property al Public sole and execute and deliver to the purchasers deeds of conveyance pursuant to statute. la. Assignment of Rents and Losses. Mortgagor assigns and transfers to Lender, a$ additional security for the Obligations, all rents which become of remain due of are paid under any agreement or lease for to use or occupancy of any pan or all of the Property. Una] the occurrence 01 an event of default under this Mortgage or any Obligation, Mortgagor has the right to collect the rents, issues and profits from the Properly, but upon the occurrence of such an event of default, and the giving of notice try Lender to Mortgagor declaring that constructive possession of Ins Property Is In Lencisr, Mongagors license to collect is tefm)nated and Lender shall be entitled to such reins. Issues and Profits and may, after giving Mortgagor any mice and opportunity to perform required by law, notify any or all tenants to pay all such rents directly to Lender. All such payments shall be applied In such manner as Lender determines to payments required under this Mortgage and the Obligaions. This assignment shall be enforceable and Lender shalt be entitled to take any action to enforce the assignment (including notbe to the tenants to pay directly to Lender or the u »mmencement of a foreclosure action) Without seeking or obtaining the appointment of it receiver or possession of the Property. 1S. Render. Upon the commencement or during the pendency of an act ion to foreclose this Mortgage, or enforce any other remedies of Lender under 0, Without regard to the adequacy or Inadequacy of the Properly as security for the Obligations. Mortgagor agrees that the court may appoint a romWer of the Property (Including homestead lntereal) Without bond. and may empower the receiver to take possession of the Property and tolled the rents. Issues and profits of the Property and exercise such other powers w the court may grant until the confirmation of sale, and may order the rents, lures and profits, when so coeected, to be held and applied as the court may direct. Is. ForeNbatlre Without Deficiency Judgment. 9 the Property Is a one- 104011Ir family residence that Is owneroccupled at the commencement of a foreclosure, a farm, a church or owned by a tax exempt charitable wganlzallon. Mortgagor agrees to the provisions of 1846.1 Ot, Ms. Stets., and as the same may be amended or renumbered from time to lime, permitting Lander, upon waiving the right to judgment for deficiency, to hold the foreclosure Bale of real estate Of 20 acres or less six months after a foreclosure judgment is entered. It the Properly Is other than a one - Colour family residence that Is owner- occupied at the commencement of a foreclosure, 9 farm, a church or a tax exempt charitable organization, Mortgagor agrees to the provisions of 1848.103, Wis. State., and as the same may be amended or renumbered from tine to time, permitting Lender, upon waiving the right to Judgment for deficiency, to hold the foreclosure safe of real estate three months after a foreclosure Judgment is entered. 17. Egmnsea. To the extent not prohibited by law, Mortgagor anal) pay all reasonable coats end expenses before and star judgment, Including without limitation, atomeys' fees, fees and expenses for environmental assessments, Inspections and audits, and fees and expenses for obtaining title evidence Incurred by Lender in protecting or enforcing its rights under this Mortgage. 16, SeverablUty. Invalidity or unanforceabiiltY W any provision of this Mortgage shall not effect the validly w enforceability of any other provision. 19. Successors and Assigns. The obligations of all Mdmt9890111 are Joint and several. This Mortgage benefits Lender, Its successor$ and assigns, and binds Mortgagor's) and their respective helrs, personal representatives, successors and assigns. 20. Entire Agreement. This Mortgage is Intended by the Mortgagor and Lender as a Mal expression of this Mortgage and as a complete and exclusive statement of as tams, there being no oondddns to the full effectiveness of this Mortgage. No parm evidence of any nature shall be used to supplement or modify any terms. G36268 CSM I yAlol7 4 2041 ► o o s- U- 0 01�� CERTIFIED `tJR Y 1VAP N 0 o LOCATED IN PART OF THE NE f/4 OF THE NE 1/4 w W m FOR, AND THE SE114 OF THE NE1 14 OF SECTION W ° E T T Rf81I, TOWN OF WARREN, ST. CROIX c �W 16948 GRENADIER AVE. COUNTY WISCONSIN, ALSO BEING A PART OF LOT w LL LAKEVILLE, MN 55044 � O n 2 OF CERTIFIED SURVEY MAP VOL. 10, PG. 2741. w z � f} a NOTE: LOT 8 WILL SHARE JOINT co T w ACCESS WITH LOT 1 OF O ¢ Z o C.S.M. VOL. 10, PG. 2741 Z O O b NORTH LINE OF THE NE1 /4 Z F d F PROPOSED DRIVE UH0D L°1► V[ED gAHD@ w U N 1 \4 CORNER J0 0TFi AVENUE S88 °40'01 "E 2631.63' - - m SECTION 17 _.� (N88 °4009"W S01 °22'45"W 32.81' SEE DETAIL (N88 *40'09 NE CORNER N88 ° 40'01'VN to ° 4 ' 1 ° 7 1 . ' 253.18' to N88 °40O1"W 362.9T SECTION 17 1537.1 � rO � � _® b 413.31' 1 6.00 .53' '4z, 110. 21 T - ` S88 °4001 "E I $ I 732.46 'j'a�� SB 7'15 "E) '� o; a ; ....... ................I. QT. 9..... I 1 ^ A atoUl4 !° \ C@ I CJI�I N 2.832 ACRES INC. R/W I U) ^ I �: ' �`'�''j i9 (�, �P a�o� cr 123,346 SQ. FT. iI . ' �`�� t9 � o � j I o ; @1 @1 LLI 'a 2.519 ACRES EXC. R/W. (P_ ��, �% j Nth 0 �"o ° 1 10 109,723 SO. FT. W I�I co I I � , ' 0 \ � Q p l S88 °a '01 "E421.08' I :LOT 8 ys �,. 6P a ; I I � i eMi 3.462 ACRES . IIVC. R/W •'' �1L I � i0 1 I Z -0 I 3.4,70 ACRES EXC. R/W 9 ' 9i @! . j =151,172 SQ. FT. S88 0 40'01 "E S88 °40'01 "E 384.27' 238.17' • • LOT 1 0 S88 "E 622.44' - - -- I M 24.176 ACRES INC. R/W l p l 1,053,107 SQ. FT. I 24.126 ACRES EXC. RAN � 1 t1) 1,050,929 SO. FT. C NUMBER Radius Central Angle Chord Bearing Chord Length Arc Lengthl Tangent in Tangent out o " o o °I +- C1 167.00 32 59 33 S 15 07 01.5 E 94.84 96.16 IS01 22 45"W S31 °36'48 "E � o C2 167.00 00 °03 S01 °20'47.5 "W 0.19 0.19 S01 °22 S01 *18'5O W Sri I 0 C3 167.00 32 S1 5 °08'59 "E 94.66 95.97 IS01 S31 *3648"E ° i Z C4 233.00 34 °3924' S14 1 17'36 "E 138.73 140.87 IS31 °36'48 "E S03- 01 -36"W O° 1 (N89 °27'31 "W) i co g N89 0 27'23 "W I c g 7 158.58 ^ I z C/) 1 .- 1 71 dQ4 _(Eo`QG�Io o �� . S1 �,�, .� q. A I �i o/ q6e 9 P -9- @ aa 52 C2 Q LEGEND is DETAIL l ALUMINUM COUNTY SECTION 03 J CORNER MONUMENT FOUND 1TQ .0o' / V IRON PIPE FOUND ) / / 1 "X 24" IRON PIPE SET WEIGHING 0 1.13 LBS. PER LINEAR FOOT M MASONRY NAIL FOUND PAO - -d H .00, / d�YM 9 On A SOIL BORING ST. CROIX COUNTY -- - - - - -- ACCESS EASEMENT Planning Zoning and Parks Committee -- — 12 FOOT UTILITY EASEMENT DEC 19 2000 SCALE IN FEET 200' ..................•••••• 100 FOOT ROADWAY SETBACK If not recorded within 30 days of 200 0 200 ( ) PREVIOUSLY RECORDED approval date approval shall be nu" ant vnid THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 00 -100 DATE: 11/27/2000 Vol.14 Page 4017 A — � . ib . /0 Yt�� r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of ` Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code S–� , C Q p Attach complete site plan on paper not less than 8 1/2 x 11 in in size. Plan must County r X. otyl 1 04 L include, but not limited to: vertical and horizontal reference point -(t3M} direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and loc spnce to nearest road. Please print all infor►'lation: Reyd ate Personal information you provide may be used for secon{bary purposesJR9vow1* s. 15.04 (1) (m)). Property Owner Property Logation Q C!� C � V / �T— Govt. Lot 1/4N� 1/4 S T )- N R 4 E (or)(2 Property Owner's Mailing Address �r Lot # BI ck # Subd. Name or CSM# Sv &DIV /S /o�� City State Zip Code Phone Number 1:1 city, ' Village Town Nearest Road (� �lAv 5 7 c ��t, '131 • - � r+� �¢�xFN boa New Construction Use: Residential./ Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: �. Parent material /OESS Qdy'!V? 4 �'l! • j�E _ Flood Plain elevation if applicable General comments I –eW6 -, y1fX&4) /O & . and recommendations: // �" !/ r S✓� t 7 Lf 5 �' ❑ Boring # ❑ Boring G� Z n ;& 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 o '/z /OyR 313 — 1-1 k 4f11;P CS • y 4X & /o be y/6 YID z fs 0 /,W-/C/ z? 3 9 ❑ Boring Burin # 33 13 El 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 I 'Eff#2 1 n• 9 /0YX 313 L /fS K 1707`� CS z f` . q • 6 Z • l /O 9 5 L !� / . 3 A/--2 q /0 sC ! S L R - S 33 ----- ;tr D,v a/q 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) Signature CST Number RnaERi' Mo e c h7 2z4f 3 - 75 Address Date Evaluation Conducted Telephone Number � • zCQ 715 • 3 f6 - fYf5 Ulbdcht & Associates pfivats sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 E� J v 7f Y ��'i•c . LE.vT ��//•� /d � � z 3 Property Owner rr Parcel ID # d 7d 1 7 S d • Page of a Boring # Ll Boring 1?7 • O 3 Z �• Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Golor Redox DescriRtfon Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu: Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Z /0 •/S /o SL /7C 4 7 5? w , Co • Lou SCE 47< S — •Z 3 ❑ 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 ❑ 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 * 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. 580.8330 (R.6/00) G I� � Y NCJ G OT L. 30 Alf CAIA" P1 rS J� 1, f l i /00. SST L l e a D � �g61 / �1 N .35 zs 01*1 (' 3 -fOvA.) TO l „ E OP i s / vL p ►' DoT T y � so L o r yja Ulbricht & Associates Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 30'3� 2 2004 a 734383 ST. CROMCO I-TY XATAEW H PA GE- 4582 SURVEYOR'S RECORD REGISTER OF DEEDS ST. CROIX CO. VI W CERTIFIED SURVEY.._ NIAP- RECEI 0 FUR 9 N p 6 LOCATED IN PART OF THE NE1 14 OF THE NE1 /4 AND THE SE1 /4 OF THE NE1 /4 CERTIFIED SURVEY MAP $ OF SECTION 17, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY. REC FEE: 13.00 w � WISCONSIN, ALSO BEING LOTS 8 & 10 OF A CERTIFIED SURVEY MAP P COPYFEE: 3.00 RECORDED IN VOL. 14, PG. 4017, AT THE ST. CROIX COUNTY REGISTER OF w w DEEDS OFFICE. w w NOTE: Lot 10 will share a w F o SURVEYOR: PREPARED FOR: Joint Access with Lot 1 of u- o DOUGLAS J. ZAHLER ERIC & CAROLYN LENT CSM Vol. 10, Pg. 2741 cn w w S & N LAND SURVEYING, INC. 514 CHAPEL COURT OW z 2920 ENLOE STREET EAGAN, MN 55121 ------- _ DETAIL B (NOT TO SCAL9) ----------- HUDSON, WI 54016 � `° ' 2 53.18' - - 132.03' - -- - �� H z - ss.oa - - - -- 1 42.53' - -- -N 110.62- S0 1 2 (S88 3T15 253.15'- ; NORTH LINE OF THE NE1 /4 - - - -S88 °40'01 °E 319.15' N 1 \4CORNER 1-00RI AVENUE N88 °4a01°W2631.63' SECTION 17 N88 ° 42 _�_�_J_ °__e_�[ oD__LU_� os+w - S88 ° 40'01 " 319_17' (N88 °40'09'W) NE CORNER N86 °4 0010, rn N88 °4 0- 01'1N362.97. SECTION 17 A ca V Y 1949.4 I -�--- l1 — �y' �' SEE I d04 SEE f $� DETAIL A 1g 1� «3 Uvl o $ - - -- a • p� a ° 0 0 DETAILS . r \`�7\��``�� bOL�, ° � I .NCR o 0 lei j rT, S88 T 421.08' �A 5 I Gil I o.l b u S c ° '•••.»....... `� � � I 0) 238.17' m S88 T ? LOT 11 ; P 1 0 15.83 ACRES INC. R/W LOT 10 3 - 689,754 SO. FT. 12.00 ACRES INC. R/W O 15.78 ACRES EXC. R/W -= 522.880 SO. FT. 1 j p 687,576 SO. FT. m 11.81 ACRES EXC. R/W o t 17 7.'', 514,525 SO. FT. O I of Wjs0 C ° y 6 W v j� DOUGLAS J. O o i ZAHLER Z 5 -2145 (N89°27'31"W) H SO Cd 11•°0° 89 °27'23 "W S. � 19 58.5 m :° IQ ° DETAIL A m I �1 S1ao50%AANI (NOT TO SCALE) bOd° 93 P@. _ _ M LEGEND C2.. . FOUND ALUMINUM COUNTY 5r- Rm _ ...._.. SECTION.CORNER MONUMEN7i 1 -- • " FOUND 1" IRON PIPE J SET 1"X 24' IRON PIPE WEIGHING 1.13 LBS. C3 o PER LINEAR FOOT & m STEEL MASONRY NAIL FOUND / / / - A SOIL BORING . _ - - - - - 12 FOOT UTILITY EASEMENT p0 d —K i dodo 9�3J�3� PCB_ 903 ••••••••••••••• 100 FOOT ROADWAY SETBACK ---- - - - - -- SCALE IN FEET 1' - 200' ( } PREVIOUSLY RECORDED 200 0 200 N THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO.6WO -02 DATE: 007/2003 SHEET 1 OF 2 SHEETS Vol.17 Page 4582 , 1 'r D � SEP 2 63268 cc 2aa� S CROIX COUNTY 4 'S oECORD fol TIFIED SURVEY MAP N O u0 cr LOCATED IN PART OF THE NE 1 OF THE NE 1/4 W W M FOR= �zo THE NEf 4 OF SECTION f7 AND THE SE f 4 OF z � w ER T T29N, R fBW, TOWN OF IIARREN, ST. CROIX w W 16948 6948 GRENADIER MN 55 ER AVE. AV COUNTY, WISCONSIN, ALSO BEING A PART OF LOT w o 2 2 OF CERT SURVEY MAP VOL-10, PG. 2741. 11 w U, a NOTE: LOT 8 WILL SHARE JOINT . F T w ACCESS WITH LOT 1 OF 0 oC Z b C.S.M. VOL. 10, PG. 2741 ZOO o NORTH LINE OF THE NE1 /4 -- Z � v PROPOSED DRIVE U Pp Avvfm) dp f , p� ° w go N 1 \4 CORNER 100TH AVENUE S88'40'01 'E 2631.63' ------ --- - - ---- w 00 SECTION 17 (N88 ° S01 °2245 32.81' SEE DETAIL m —� 40 09"W ) 8 °4001 Fo . 8 ° 4 ' 1 ° E 7 1 1' 253.18' (N88 N E : N8 1 `O c N88 °40'01 W 362.9T 0 413.31' 6.00 4 .53� M �� ♦ S88 °40'01 "EI $ 732.46(S T 15'E) ;��Q .QO .. ............. . ..............: I ♦ r i $' N T I Zv , 2. ACRES INC. R/VN; � A•. ♦ \�` f ` o @ I I ct vi 123,346 SO. FT. "' a� � Q � �` ° ° 1 ° V) 91@1 W ^ a 2.519 ACRES EXC. RIM b , � ` , J p �\�� o 40 1 I - 109,723 SO. FT. o I L5 �1 00I 0 S88 ° 40'01 "E 421.08' o ILOT 8 z 1 I I CW M �c ° 1 Lwl p 1 1. 62 ACRES INC. R/W @3i 11 i Z rn I :159,527 SO. FT:* •••••• 9 0 3.4.70 ACRES EXC. R/W �I OI O 1 1151,172 SO. FT. S88 ° E i ♦ ° " S88 40'01 E 384.2T ♦ 238.17 ♦ LOT 10 S88 °4001" 622 - - -- M 24.176 ACRES INC. R/W 1,053,107 SO. FT. U 24.126 ACRES EXC. R/W 47) 1,050,929 SO. FT. I \� LU CO NUMBER Radius Central Angle Chord Bearing Chord Length Arc Lengthl Tangent in Tangent out r C1 167.00 32 0 59'33" S1 5 °07'01.5 "E 94.84 96.16 IS01 °22'45"W S31 °36'48 "E d I oV C2 167.00 00 °03'55" 801 °20'47.5 "W 0.19 0.19 S01 °22'45"W S01 0 1950"W C) Q I 03 167.00 32 0 55 1 38" 81 5 94.66 95.97 IS01 S31 j Z C4 233.00 34 0 38 1 24" 814 °17'36 "E 138.73 140.87 I S31 °36'48 "E S03°01'36W o 1 I ° 91 I (N89 °27'31 "W) I M g o o N89 2723 ° W 158.58 ��`� I m �D 0 m d i dad° 93 PCB °3 s 7""� 52 d �� '' °, O -------- �'---- - - - - -- •y C2 LEGEND i s DETAIL I ALUMINUM COUNTY SECTION 03 Amor CORNER MONUMENT FOUND QQ 1" IRON PIPE FOUND 1"X 24" IRON PIPE SET WEIGHING / Q 1.13 LBS. PER LINEAR FOOT m MASONRY NAIL FOUND P&B M am / SOIL BORING �� 0 8 wo ST. CROIX COUNTY -- - - - - -- ACCESSEASEMENT Planning Zoning and Park$Committee ' -- -- -- — 12 FOOT UTILITY EASEMENT DEC 19 2000 SCALE IN FEET V = 200' .� •••••••••••••••••••••••• 100 FOOT ROADWAY SETBACK If not recorded within 30 days of 200 0 200 ( ) PREVIOUSLY RECORDED approval date approval shall be aPP Pp null anrt void THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 00 -100 DATE: 11/27/2000 Vol. 14 Page 4017