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HomeMy WebLinkAbout042-1045-80-300 � .. . . . f 0) o J . � � � ; ■ � k 2 \ , � g 0■ C 0 ° S# w 2 - § / \ CD E ) C k g / \ k 2 0 § { . 8 2 Q @ 9 \ ` E \ a k \ W c(C) ® I I % k s D _ $ 3 o CL $$f . CD » w § ; CL « § § § n r- 0 & \ % CD z 000- 0 c _ § § — M / 7 @ ■ ■ 0 § 0 k IE ra 0 § R . k 7 2 z ; \ / \ o g g § M . / 7 2 "*A. 2 » . 0 0 \ § � / n CD @ 2 z _ / I + G $ \ E w � m d c / z CL g ; o \ \ . £ k /E\ § ;-+ , /I§ . 22} K �\ /` � f � , \ $ } � lz � k A CD 3 qb � \ \ o � \ � ' f / } � tA 8 & [ 2 Parcel #: 042 - 1045 -80 -125 02/02/2009 08:44 AM PAGE 1 OF 1 Alt. Parcel #: 17.29.18.260A -12 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - ANDERSON, ALLAN F & DARCY J ALLAN F & DARCY J ANDERSON 1093 100TH AVE ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 1093 100TH AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 12.000 Plat: 4582 -CSM 17 -4582 042 -03 SEC 17 T29N R18W PT NE NE CSM 17 -4582 Block/Condo Bldg: LOT 10 LOT 10 (12 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 17- 29N -18W NE NE Notes: Parcel History: Date Doc # Vol /Page Type 08/18/2003 735923 2367/168 WD 08/07/2003 734383 17/4582 CSM 05/23/2000 623467 1512/591 AFF 05/23/2000 623466 1512/590 WD more 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 252169 456,200 Valuations: Last Changed: 06/22/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 12.000 72,000 265,200 337,200 NO Totals for 2008: General Property 12.000 72,000 265,200 337,200 Woodland 0.000 0 0 Totals for 2007: General Property 12.000 72,000 265,200 337,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: Specials: User Special Code Category Amount 018- RECYCLING SPECIAL ASSESSMENT 15.00 Special Assessments Special Charges Delinquent Charges Total 15.00 0.00 0.00 ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT' SANITARY REPORT RECEIVED Owner M AO, 14,VPP !�dclsr. ^s D om � /.Z-� ' NOV 3 2003 loo 13& �Yd 2 -� ST. CROIX COUNTY ZONING OFFICE i.,rgal Description: �f p!! y0! 7 Lot _/0 - -- - Block suwivisiewcsM !; �, Sec. � , t' N -R&W, Town of �U 2 � PIN # bye - /d S• 8 °O a(,CID R No tu&'LL SEI'_i'1t -' TANK -- DOSE CHAMBER -- HOLDING TANK INFORM NUON Tar; ns",+tufacturer G�I� s�°72 Size S'f/PC 71 Setback from: Mouse Weli �JA P/1, P1111111 trap "facturerz0 � Model ��� - 7 y, //O 1707 Mitt- locatio (tkt LoWNG TANKS ONLY) Seivacks: S rvice roa Vent to fresh air intake Water Line _ Meter locations Alanti location SOIL ABSOR I'ION SYSTEM CaL T ype of system: M 4 Lxy Width - Length A9 Number of Trenches SetL from: House Well _ ,,P/L Vent to fresh air intake ELit:: �_ ,lCiON5 Description of betrchtnatk. Elevation Descriniiott of alternate be nchmark 134 " M X-2 I T 0 1 . S1' D(• G, _ Elevation 10 r 7 J 1 EluiiJing Server aT /1TT Inlet 0 ' " ST Outlet • PC inlet `s• ` SD PC Jottott1 F a U 1leader /ManiCold Top of ST /PC Manhole Cover • Dintribntiott Lines 1 • () (} pump t3oi of System O 10 O O hinwl Gtsde ( ) 1 0 1 . 50 ( ) ( ) . i� - ocr 2©0 3 �30 n�s tsteplllkn �7 U Onle of installation / / Pertnit number number 977 I 2zCe3 S I`�ttraber's signature _ ^ License number Date ! / Inspector mOK - 1UD ' (— 20� 3 6W44A, co" r tes h sAn 1 GNAL ORI N _ y q� Z O o�, YVZ -- fi / / Il d_ Z� o W G� p. � Q -0 O - R , CZ CZ N d coNRt?s �- Am 9V90 m ` >' :* D < C ca _ *ID(D� N J •� n N N CD Cn w / w ns v \n c , C O O D Z ZP mo O 1 OT c N m co om 1 Q N n D O CD mg: -A O Jessie Nye Subject: Ulbricht, Anderson, 430309 (Final) Location: Warren Township Start: Mon 10/13/2003 3:00 PM V�a End: Mon 10/13/2003 4:00 PM Rec (none) 1093 100th Avenue 042 - 1045 -80 -300 29 .1 1 Jane Hansen fn Subject: Ulbricht/ Al Anderson #430309 (Plowing) Location: T. of Warren -Sec. 17 Lot 10 Start: Fri 09/26/2003 1:00 PM End: Fri 09/26/2003 2:00 PM Recurrence: (none) 1093 100th AVe. (east of 100th St.) r r - - Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECT!ON.REPORT Sanitary Permit No: 430309 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ((I = _rfVMS . /d , Permit Holder's Name: City Village X Township Parcel Tax No: Anderson, Alan I Warren Township 042 - 1045 -80 -300 CST BM Elev: Insp. BM Elev: BM Description: [# Sectionrrown /Range /Map No: 1 0Cl 31vty iov. e>0 ®� l �L S-F�. c l e `�� f G� S� (5 17.29.18.260A30 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark n U 5 ), 16 1'.3 v X06. C-4 Dosing � �- Alt. BM Aeration � Bldg. Sewer S� i • Holding St/Ht Inlet , 1 l C I TANK SETBACK INFORMATION St/Ht Outlet �. }�► TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet 9g�fq Septic 1 �r—� Dt Bottom ©. 3 I S � (W I Dosing 1 (00, 3 1 ( ' 15 / HeaderlMan. ( 0 1. O j , t Aeration Dist. Pipe 41 1 Holding ot. System �- (CPO 9 Y , �' � ' 'j 36 r Final Grade /1 PUMP /SIPHON INFORMATION /2+ 5 - ato /) Manufacturer GPM nd St Cover -` l I Number O Cc a1 t G w ,r i�.> , c/v r i 9. q Lift 7 Friction Loss System Head I TDH Ft t Forcemain Len ( Dia. 11 1 Dist. to Well S L ABSORPTION SYSTEM °►�' E Width 1 Length o. Of � PIT DIMENSIONS No Of Pit — Inside Dia. Liquid Depth ENSIONS ' t SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING asfrsrdr. INFORMATION CHAMBER Type Of Sys^ m: /� / ( UNt I Number: DISTRIBUTION SYSTEM D� Header /Manifold Distribution t x Hole Size x Hole Spacing Vent to Air Intake ( 11 Pipe(s) 1 1 - 3 II 11 l Length _S •� Dia , ;z . Length -)Dia Spacing 3' d /�(0 3 1 1 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over IDepth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes ] No Yes i No � C MM NTS: (Include cod iscre i pp rsons resent, etc.) Inspection #1: 9 / :,'14' / c #2A -13 . /� P l Location: 1093 100th Avenue Roberts, WI 54023 (N 1/4 NE 114 17 T29N 18W) NA Lot 1 0' r 0 r/ Parcel No: 17.29.18.26043 ��w. 1� S N1G►,+ f' t �'t7 �) I ►�Rr / �WS r 1.) Alt BM Description = D / ! OT 2.) Bldg sewer length = 2 S - amount of cover = IS L Plan r"' on Required? [ Yes No Use other side for additional in 13 2 formation. � - -�- ! 1 _ _7 - - _ I Date Insep rs Si ature ert. No. SBD -6710 (R.3/97) Safety and Buildings Division County 201 W. Waspington�kve., P.O. Box 7162 Fi,eonsin Madison, WI '53707 - 7162 Site Address Department of Commerce Ale. ) AA Sanitary Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check if Revision / Y_30 / Y_30 30 q ma be used for secandary purposes Privacy Law, s15.04(1 m I. Application Information - Please Print All Information State Plan I.D. Number I Property Owner's Name Parcel Number Proper Owner's Mailing Address 3 Z 3 ZZ - 4 Property Location Q W �l 'A; S `� T Z r Q N R �d E City, State Zip Zip Code Phone Number Lot Number / o Block Number /�J" `�� "v/ • s y0 L,Z ' ���• Subdivision Name CSM Numbe 6 ? 3q t 3 . i16 1_ (j YspZ H. Type of Building (check all that apply) �a S 1 70 OCi ty 1 or 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Public /Commercial - Describe Use — �' L ,.: ,�{� }����. Jtx!'ownship ❑ State Owned td ,� 6 x/0 or Nearer Road , M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use S stem I Tank Only Existing System B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date issued IV. Type of Permit: (Check all that applly)(numbering scheme is for internal use) 44 ❑ Non - Pressurized In - Ground 21&ound � Z "501" 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Ae bic Treatment Unit 49 ❑ Recirculating 0 ❑ Other V. Dis ersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Applpation Perco tion Rate Systein El ation Final Grade Required ii�, Pro sed Rate(Gals. /Da s /Sq.Ft.) (Min./Inch) s.tp�. Elevation �31 lk , :00 /J VI. Tank Info Capacity in To um Marro acturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank / 1 Dosing Chamber „ 75 1 on n��}�� j El VII. Responsibility Statement- I, the undersigned, assume responsibility for Installation of the PPOWTS A04 on the attached plans. Plumber's Nalne (Print) Plumber's Signature MP/MPRS Number Business Phone Number 4z ) Plumber's Address (Street, Ci State, ff Code) 1f /�V VIII /Coon IDs artment Use Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater F Issued Is nt Signature o Stamps) Surcharge Fee) El Given Initial Adverse . � 0 I Determina F roval/Reasons for Disapproval 3 OYIf I R .S Q !/ 03 1 Septic tank, effl uent filter and Z , dispersal cell must all be sgNjC��alnta ed CA.2 (M c�" u/t �j _Waic as per management plan provided by plumber. `/�r k 2. All setback requirements must be maintained coca can is arTa's as per applicable code /ordinances. 3, 3�r' 6� Attach complete plans (to the Connq only) for the system on paper not than 8112 1 11 Inches In she SBDy6398 (R. 05!01) � a � C e � � - C7 J co Ick v' oQ o \ Coll e f C.02 O aS 1 \ i c� O co Cox ♦/ d r o V o � P y s Q C=L Q - C �. C v Co co OD 0 2 m N � ° V ' c m D m I �+ \ 41 : G 1y�+ m C \� m n C m � r � - C - 0c �G N CD 3 I �(� ?(D n • CO) CC IR �` (D 8 O f1 • 4S. = N N Safety and Buildings PO BOX 7162 MADISON WI 53707 -7162 TDD #: (608) 264 -8777 isconsin www www•commerc . w ise o ns / .wiscnsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary August 11, 2003 CUST ID No.226375 ATTN: POWTS Inspector ROBERT W ULBRICHT ZONING OFFICE ULBRICHT & ASSOCIATES CO ST CROIX COUNTY SPIA 2812 10TH AVE 1101 CARMICHAEL RD SPRING VALLEY WI 54767 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/11/2005 Identification Numbers Transaction ID No. 897111 SITE: Site ID No. 663359 Alan Anderson - Dwelling Please refer to both identification numbers, 100TH Ave above, in all correspondence with the agency. Town of Warren, St Croix County NE1 /4, NE1 /4, S17, T29N, R18W Lot: 8, CSM: 14 -4017 FOR: Description: New Mound System / 600 gpd Object Type: POWT System Regulated Object ID No.: 915663 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. I P p p The following conditions shall be met during construction or installation and prior to occupancy or use: 1. The soil test plot plan does not show all of the lot lines or provide the parcel size as specified in s. Comm 85.40(3)(a)4., Wis. Adm. Code. 2. On page 1, all of the lot lines or the parcel size were not shown as specified in the approved mound system component manual. Q is :appr:oval assumes that the actual lot line locations will not impact any part of the onsite sewa steat the entire system is located on the same parcel as the residence it serves. 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. 4j 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 41), shall relieve the designer of the responsibility for designing a safe building, structure, or component. s Fp t'^ Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. SFF , C O The above left addressee shall p a copy of this letter o the owner and any others who are responsible for the p installation, operation or maintenance of the POWTS. ROBERT W ULBRICHT Page 2 8111103 / Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 el POWTS Plan Reviewer , Integrated Services WSMART code: 7633 (608)266-2889, M - F, 0630 - 1500 Hrs pepagel@conunerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 r UL13RICHIT & ASSOCIATES CO. 655 O'Neil Road - Hudson, Wl 54016 neg. Designers or Engineering systems 715 - 386 -8185 ' t Private Sewage Consuitants PROJECT INDEX r Plan I.D. # Date 2 4 03 Owner 1 `11 ,fAJ AA Lt sp fj • Phone (,0 5 /- y�'�• Z'YS� Address (Q1g2 ZZ S• �O. 5'7 Pte. / S S /Z Legal Description LO7" esAf Vol. � . ^�� , O1� /N O� • /��d• /Q N6 /0�. 5: 7"zy A) 9 191AJ Town of &JA :- -,� County C.S.T. Installer R- Local Authority/ Supervision �f GtPOlX �'y. ZD.c�t ��"�"' PROJECT DESCRIPTION �u Gov 5T-,e Uc 7"iaA- • , 09 X,0,P o.s&Z9 � ,¢- Nib v,JI) S r,2 4 -,., , 2l s i.v (,-- / " srX Vv I f Ulbricht & Associates Private Sewage Consultants 2812 10th Ave. f1Ge`�EO Spring Valley, Wl 54767 � 2 pp3 z z(� 3 �S FE�� &g`OGS,p SP 03 rf/ . S f < T OF Fr q My a o C. Pqr PLOT PLAN VIEWS S SYSTEM CROSS SECTIONS & SYSTEM PLAN VIEWS (REVERSE SIDE DETAILS INSPECTION PIPES & FABRIC /TOP FILL DETAILS) F Pg.3 PIPE LATERAL LAYOUT (REVERSE SIDE SHOWS DETAILS OF LATERAL O Ll CLEAN OUTS) r �2 Pg.4 DOSING CHAMBER CROSS SECTION & SPECS. v Pg.5 PUMP PERFORMANCE SPECS (REVERSE SIDE SHOWS PUMP DETAILS) Q Pg.6.OPERATION, MAINTENANCE REQUIREMENTS (REVERSE SIDE SHOWS LLj (..)"A ILED SITE & SPECIFIC PROJECT DETA INFORMATION,UNIQUE TO LOCALE AND GOVERNMENTAL UNIT AREA) The attached plans and specifications are based on the following approved manuals: "Mound Component Manual For Private Onsite Wastewater Treatment Systems " (Version 2.0 SBD 10691 P(N.01 /01) and "Pressure Distribution Component Manual For Private Onsite Wastewater Treatment Systems" (version2.0) SBD - 10706- P(NO1 /01). ,\ In cap t _ - .sue a COO S. = co ti co ♦ n C co ZE co / ~ ° P co CA �. $ a ¢ Co �. cio V ' 0 11 OD k` Q �> R \ 4t U) G - 0 (D 4 O h \ mom t' j�; :r m 9 C 3 ' 0 _ (33 n Er w -r (D h > 3 D <co � tT It (D CD 8 c l -P6 NCo Ch y L cRoss SeCT100 of Mou+3D w rti t3e set) a % '' T 1 y' AygQt Di STPiGuTto G , Tk%ck0 Fs 3 pip to 6- of Ta P S o i L GU� T�iPiSl�`U�G- 5 yS T EM • �� p's . \ 1 60. E I EVA rick V i Fo R M t o E- itr N II' / V N • 1 RrtTrO , Mao. fAf pie - to - rop VWiFo RH SlopE FORCE' E1EW1T100 OM t0 N h� ►� BEV y o ' I a --- � Fr, ELEVhT•iop-� s 1.3& Fr. fmvF-Rr OF 1AT IU D • �0 . go FT T O R oc k /d�. G • S FT• �� H A Top o f I A T E R A I S I FT. a PLAN VIE vF MouND ~ wi ttt 13E D CeAJ7 FoRcE MAW (� ✓� A F r• /dam F.r IT w FT r K - >� ( T �' Fr a w `g 0 Fr _j y 1 Bev of /2 PV(_ FAQ ED To 1 y'" All RE M )TE P n(3SE RVhT� o,� re _s 1OGi47 -, idW6: _ PERMA,J1!!,,uT M Ae VERS (TOP Of CICA.0 002 S w4!�_JEPj RECQV RED BASAL, /'AREA - `P Ai��! tUR Flo c. CO f j�� Soft- is -fdTiQAr)oE• !� 15 A. Fr C A PAci 'r PROP O SED RSASM AReN B ( A 2-1 6-0 PAGE 6 REVERSE SIDE OWNER's MAINTAINCE OF SEPTIC SYSTEM POWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular periodic inspections and servicing is necessary for the safe healthy operation of this system. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling authorities. SPECIFIC CONTACT AGENTS J !? Gtot)( C7y ZOv jA3 ( * governmental authority/ inspectors: 7(S .3d (J e &9 0 *.Licensed installer, responsible for providing an operation/ maintenance "Users" manual: . - 71-5'- 77a,• 3yyZ... * Licensed servmce / inspection agent other than installer: 7`k/ CfVAJ 1 ,u> rio . j 4j . 7 /5' - 3oO6 • D- �� o * Electrician, for pump, electric controls, wiring units: acv v� S ���� • ��Lec 7 X iGi' ,4 IMPORTANT OWNER MAINTENANCE REQUIREMENTS 1. Winter traffic (sledding, shoveiring, etc.) across the area shall not be permitted, or frost can /will penetrate into �. the cell, freezing up the system. Discontinuos use in the winter (a vacaction trip, resulting in no water use) can also lead to freeze ups. ?. Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This system was designed for a maximum wastewater flow of460 gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage disposal unit, or any other unnatural sources of waste. Any introduction of such waste materials will overload and destroy this system. i n . If a power outage occurs, or a pump fails, it may result in a temporary overload of effluent being pumped into the L cell, which may adversely impact the cell (leakage). It is recommended that a licensed pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative cover (the cells insulation & erosion preventive) can lead to failure. Compaction or heavy traffic also can destroy t tit system. it IS NECESSARY TO REGULARLY WATER THE VEGETATION OVER A SYSTEM!! Effluent in the system beneath IS NOT sufficient alone tO maintain a grass cover. 5. Periodic inspections by the owner, or his agents, is necessary. Inspection pipes and ports have been incorporated Into the system: on the mound basal area (effluent level inspection pipes), cleanout terminals on the pressurized laterals, at each tip - for flushing and cleaning the laterals out. The filter system in the tanks (via a locked above ground cover /manhole). Only a licensed properly qualidied person should be performing this work which involves health & severe safety risks. Evidence of effluent ponding in the system's treatment cell shall also be regularly inspected. Mound System Management Plan 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'soitds in the tank that may slough off the filler 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 1/3 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 shall 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 BOD5, 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 (SBD- 10572 -P (R. 6199)) and 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 and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to 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 oil 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 component§ as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of this system should be directed to your county zoning or health inspector. SEE REVERSE SIDE Pg.6 FOR MAINTENANCE REQUIREMENTS SPECIFIC To T111S SITE, DESIGN, AND COMPONENTS R • Page of y START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or. must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. T he identify replace....e.it area Upon At the 12014 a alua ' a o inank g b e a�a �fZD4411 I �Di2 A/61n/ r0NS�QXt1CgiD Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name & s6z-r- Name Phone �5'- a— 3 Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name sue', kniv N 2 j1'$Qj Phone Phone - 7/S — 3W(0_ (p () This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner / �G, Septic Tank Capacity o�w al ❑ NA Permit # Septic Tank Manufacturer t& A J ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms , 73 IF — ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units NA Pump Tank Ca 75 gal ❑ NA Estimated flow (average) 4 gal/day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) 06 al /da Pump Manufacturer ❑ NA Soil Application Rate Q. gal/day/ft' Pump Model 3 ❑ NA Standard Influent /Effluent Quality Monthly average* Pretreatment Unit NA G) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) <_30 mg /L YINA ❑ At -Grade Mound Z� w 50i7 Fecal Coliform (geometric mean) 510 cfu /100m1 ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size a di in a. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month(s) ( aximum 3 years ❑ NA 2 �' year(s) Pump out contents of tank(s) When combined sludge and scum equals one -third ((3) of tank volume ❑ NA Inspect dispersal cell Z )0 yea (s) (s) s) At least once every: ❑ m l ( ears) ❑ NA Clean effluent filter A5 A e�D eD At least once every: onth(s) ❑ NA ❑ year(s) Inspect pump, pump controls & alarm At least once every: month(s) ❑ NA ❑ year(s) Flush laterals and pressure test At least once every: ',�O month(s) ❑ NA ❑ year(s) Other: ❑ month(s) ❑ NA At least once every: ❑ year(s) Other: =ON 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 include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. I � I Waxonsin Department of C irnmerce SOIL tVALVATION REPORT Page / of 3 Division of Safety and & Adings in accordance with Comm 85, Wis. Adm. Code c' Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not Smiled to: vertical and horizontal reference point (BM). direction and Pamd I.D. t� us• O percent slope, scale or dimensions, north afrow, and location and distance to nearest road. d ya • 7 a • �� Please print all information. `AeN Date Psm-w Womation You Provift may be used for secondary purposes (Wiv Low. s. 15.04 (1) (m)). 9 prop" � P"C A/VXR56I -V CGo L Lot NS 114 A S T 3 "? N R l? &(o* W Owner's Malting Address lot C5 Blocic # sub& Name or CSM #. 8z za � 4f- ?* . Vol /I/ P • City State 7p Code Phone Number O ❑ village R) Town Nearest Road. v � M,t1 5511.8 ( &s / `� '9y Zys w M MEN Constr Uctim Use: 6 Residential / Number of bedrooms Code derived design flow rate � GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material T // OW R Do/oiY .7�L . Flood Plait elevation if applicable N� ft General comments and : ' AVER r& TAD 15 sv / r lfld Ile' © 4e1 Pit Ground surfaos elev. � � 9 R Depth to factor 2� in. . Rate SON H Depth Dominant Color Redcx Desallon ip Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. color Gr. Sz. Sh. `Eif#1 'Ef<#2 o - I /a R 3/ — L sd� vie CIO �3 f . C 2 • ! /o W 51 1- Zfs 444 4V 2 . s 5 -2/ /D ,e S/L 7 die � — . �- • 3 /•a 7Sy ----- GS Ole ck/ -- F C] Boring / 2 # Pit Ground surface elev. Z Depth m IirAling tads Z tP in. Sad Application Rate Horizon Depth Dominant Color Redox Desa"on Texture Structure Consistence Boundary Roots GMT In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 f 016 /— /OYX 15 -- ---- -- LS' ► 40 '5 ZW S o 5CL /Iv ff Z 41 Gi.ti ,v:2 •y.' �' . Eflkxwd #1 = BOD > W < 220 mgll and TSS >W 1150 mgi(. ` Mat #2 = BOD < M mgft. and TSS < W mg& 1 csr Name (Please Prim � r ?l l b P— i e4 7 ' 'nature zZ 43 Address Date Evaluation Cond<+cted Telephone Number Zz — �oa3 7!S . 77a •3yy Private Sewage Consultants 2812 10th Ave. Sprino Valley, WI 54767 ORI �NAL Property Owner — Parcel 10 # � � O Page Z o f 3 571 8, # Cl Boring 93-7 Pit Ground surface elev. ft. Depth to "&V factor 3 in. H°riaon Depth Dominant Cokx Redox Sod Rate Description Texture Structu a Commence Boundary Roots GPDVR' In. Munsell Cu2. Sz. Cont. Coto.- Gr�^+Sz.LSh. Etf#1 'E l 0' — — L, IT,S/J/� 'ff /Q �3� #2 ion Sig /fs� �iP cw f • Z . 3 d C2 � Ho rs sGL .fyt . Z sy� s F] BMng # Boring ❑ Pit Ground surface elev. ft. Depth to tirniting factor in. Horizon Soil tattoo Rate Depth Dominant Redox Description Texture Structure Consistence Bou Roots GPM In. Munsetl OU. Sz. Cord. Color Gr. Sz. Sh. 'Etf#1 'Efi#2 I t.J # O ❑ Pit G round surface elev. Zn. factor i Horiaon Rate Depth Dominant Redox Description. Consistence Boundary Roots in. Munsell flu Sz. Cont Color TIM 'Eff#2 i i E] Boring # ❑ B Z m g E) Pit Grout! � s � eW. ft. Depth to limiting factor In. Sol Appkadon Rate Hortzon Depth Dominant edox Description. Texture Stnxdae Consistence Boundary Roots GPDHF In. Munsd . Sz- Con Color Gr. Si Sh. 'E8#1 'E11#2 I Effluent #1 = BOD > 30 1220 mg& and TSS >30 _< 150 mg& ' Effluent 92 = BOD 130 mg& and 7 The Department of Commerce is an equal opportunity service provider and employer. If you need assist.- need material in an alternate format, please contact the department at 608- 266 -3151 or TTY sac- es3etrt.�noo> y ®. .. _ b m� r l � . e —5, G G,. N { cr � f i � a i (n I c cts co U nw4; Zt Q -v uZS (15 p ? U ctsN 9 i >r' =n Ncn i a ST CROIX COUNTY SEPTIC'TANK MAINTENANCE AGREEMENT AND OWNERSiIiP CERTIFICATION FORM owner /[dyer ill ,r Al k S d A.1 Mailing Address 3 23 4)"/,P O OO P �• G Q - Q — Property Address / l (Verification required from Planning Department for new construction) City /State Parcel Identification Number O Z - �C� �J • j LEGAL ]DESCRIPTION 2 &0,9 -3a 1 7 / ' Property Location ' /<, / e/<, Sec. , T N -R - W, Town of Subdivision , Lot # Certified Surve Ma # 73 ! 3Y� C 7 y P Volume ,Page # 7 . Warranty Deed # _7 3 5 / ),3 voltune L Page # Spec house C7 yes j !to Lot lines identifiable es ❑ no J� � Y . SYSTEM MAINTENANCE improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintena consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the sysl can aMeet the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and b masler plumber, journeyman plumber, tesiticted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal syst is in proper operating condition and/or (2) alien inspection and pumping (if necessary), the septic tank is less than 113 full of sludt Ilwe, fire turdersigned h ve read the above re uirements and agree to maintai set r0A herein, as set the Department of Commerce and file Department of Natural Resources, tate of Wisconsin. Certificat sfaf ing at ymu scpN slem has been maintained must be completed and returned to the St. Croix County Zoning Office within days Xhitee yea a piratiore d SICtN Up o r AP 1CAN'f /-��- --� DATE A WN RTIFIC erti beat a!1 atements on this form are five to the best of my (our) knowledge. I (we) *m (are) the owners) ri d above, by virtue of a warranty deed recorded in Register of Deeds Office. F APPLICAN "f DAT * * * * ** Any infortnation that is "'is- represented may result in die sanitary permit being revoked by the Zoning Department. * * *+ *' include with this application- a stamped warranty deed from the Register of Deeds office 9 copy of the cediried survey map if reference is made in the warranty deed L9LI75 IM `AalleA BuudS 9 AV 410 t Z t 9Z sluelinsuoo 86emGS alenud selel30ssy18140laglfl ri oy J U Z 3 6 7 P ,1 6 8 - 735c3 23 STATE BAR OF WISCONSIN FORM 2 - 2000 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI This Deed, made between Eric N. Lent and Carolyn L Lent, RECEIVED FOR RECORD husband and wife 08/18/2003 08:00AM WARRANTY DEED EXEMPT # Grantor, and Allan F. Anderson and Darcy J. Anderson, husband and wife, as survivorship marital property TRANS FEE: 11.00 RA FEE: 349.20 COPY FEE: CC FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum:) Lot 10 of Certified Survey Map recorded August 7, 2003, in Vol. 17 of Recording Area Certified Survey Maps, Page 4582, as Document No. 734383, located in Name and Return Address part of the NE 1/4 of the NE 1/4 and the SE 1/4 of the NE 1/4 of Section First American Title Co. 17, T29N, R18W, Town of Warren, St. Croix County, Wisconsin. 7777 Washington Avenue South Edina, MN 55439 L_ Parcel Identification Number (PIN) This homestead property. (is) (is not) Exceptions to warranties: Easements, covenants, restrictions, and rights -of -way of record, if any. Dated this 15th day of August 1 2003 4 * * Eric N. Lent Q� * * Carolyn J. Lent AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF MINNESOTA ) ) ss. WASHINGTON County ) authenticated this day of Personally came before me this 15th day of August , 2003 the above named a ° 4 KIM J. KOUTZ Eric N. Lent and Carolyn J. Lent, husband and wife, 'w - Am T �rvm]L M�RfflhbOTA� * a. TITLE: MEMBER (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Brent R. Johnson - Lommen, Nelson, Cole & Stageberg, P.A. Notary Public, State of MINNESOTA Hudson, Wisconsin My Co s � n - erm en t piration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) * Names of persons signing in any capacity must be typed or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 2 - 2000 INFO -PRO (800)655 -2021 www.infoproforms.com I ` , "734383 VOL 77 PAGE 4582 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX RECEIVEDD FOR WORD CERTIFIED SURVEY MAP N = Z 08/ ®7/2003 09:30AM p g LOCATED IN PART OF THE NE114 OF THE NEi /4 AND THE SE1 /4 OF THE NE1 /4 CERTIFIED SURVEY MAP o N b OF SECTION 17, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, REC FEE: 13.00 W LL 7 WISCONSIN, ALSO BEING LOTS 8 & 10 OF A CERTIFIED SURVEY MAP COPY FEE: 3.00 ,z,z g zz RECORDED IN VOL. 14, PG. 4017, AT THE ST, CROIX COUNTY REGISTER OF PAGES: 2 LL Z � DEEDS OFFICE. NOTE: Lot 10 will share a u " SURVEYOR: PREPARED FOR: Joint Access with Lot 1 of ir LL ~o DOUGLAS J. ZAHLER ERIC & CAROLYN LENT CSM Vol. 10. Pg. 2741 Ow - S & N LAND SURVEYING, INC. 514 CHAPEL COURT O 2 D 2920 ENLOE STREET EAGAN, MN 55121 --- - - - - -- DETAIL B (NOT TO SCALE ¢ J n HUDSON. WI 54016 m 2 ; i - 66.00' - _ - - -121.15' --- 253.18 132.03 1-- 501 °22'45 W O - 66.O1Y - 1 42.53' --- -\ --- 110.62' 32.I1 4 Z - 253 - t- -- — (S88°3715 "E) i NORTHLINEOFTHENEI /4 �� `` ---- 588 °40'01`E319.15' - -�_ - - — ^�� N 1 \4 CORNER 109TH AVENUE N88 °4001'W 2631.63 U PaG15i V(Eg) Lea H�3 SECTION 17 N8B ° 40'09'W ) NBB °40'01 -W S88 °40'01 "E 319_17 w lN88 °40'09 VV) NE CORNER 1949 .4 i - - - -� -- rn w N88 °40'01 :V 362.97' SECTION 17 66.0 —� �gEE C ! d04 g SEE�� -- DETAI L A DETAIL B -N � ! (2(2� � �o C° O di� I S88°40'01 "E 421.08' l I k 5 �14k j jj" o 6 I°7i� _ vl� co 4 I 1�1� �C s I � .. ...... IIQ o � (+� n3 1 238.17' m S " 88 4 001 E ? LOT 11 LOT 10 O O 0 I� 0 15.83 ACRES INC. R/W u+ v 689,754 SO. FT. w 1 ACRES IN Cfl 15.78 ACRES EXC. R/W v 52E Q FT, Sn2 02 687,576 SQ. FT. A 11.81 ACRES EXC. RNV o i IN 514,525 SO. FT. Of WISL" 2 a1@ y DOUGLAS J. ZAHLER S -2145 1 d (N89 °27'31'W) HU SO 1� 89 °2723 "W 1s. Itl -- T — ' 158.5' 2 m`D I � 0 2�� p3 SS dnQ _�a =Oj4 51ao5011uV� (NOT TO SCALE) ?9F� m I 5211 A LEGEND C2 FOUND ALUMINUM COUNTY � Q� R MONUMENT/ 7 FOUND 1" IRON PIPE Os�, o m C3 J SET 1 PIPE WEIGHING 1.13 LBS. / PER LINEAR FOOT y � m STEEL MASONRY NAIL FOUND -��� A SOIL BORING - — — — - 12 FOOT UTILITY EASEMENT ...... • • • • • • • • • 100 FOOT ROADWAY SETBACK dodo 9 09& Gn a 9 053 SCALE FEET 1" = 200' ( ) PREVIOUSLY RECORDED 200 0 200 THIS INSTRUMENT DRAFTED BY WILLIAM KANE JOB No. 6060 -02 DATE: 08/07/2003 SHEET 1 OF 2 SHEETS Vo1.17 Page 4582 I t � CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE11/4 OF THE NE1 /4 AND THE SEt /4 OF THE NE1 /4 OF SECTION 17, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN, ALSO BEING LOTS 8 & 10 OF A CERTIFIED SURVEY MAP RECORDED IN VOL. 14, PG. 4017, AT THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. SURVEYOR: PREPARED FOR: DOUGLAS J. ZAHLER ERIC & CAROLYN LENT S & N LAND SURVEYING, INC. 514 CHAPEL COURT Surveyor's Certificate 2920 ENLOE STREET EAGAN, MN 55121 HUDSON, WI 54016 I, Douglas J. Zahler, Registered Wisconsin Land Surveyor, do hereby certify that by the direction of Eric and Carolyn Lent, I have surveyed divided and mapped a part of the NE1 /4 of the NE11/4 and part of the SE1 /4 of the NE1 /4 of Section 17, T29N, R18W, Town of Warren, St. Croix County, Wisconsin, also being Lots 8 & 10 of Certified Survey Map recorded in Volume 14, Page 4017, at the St. Croix County Register of Deeds office; described as follows: Commencing at the Northeast corner of said Section 17; thence N88'40'01 "W along the north line of the Northeast Quarter of said Section 17 a distance of 362.97 feet to the northeast corner of said Lot 8 and the point of beginning; thence S01'22'45 "W a distcncc: of 32.81 feet to the point of curvature of a 167.00 foot radius curve, concave easterly, with a central angle that measures 32'59'33 ", a chord that bears S15'07'01.5 "E and measures 94.84 feet; thence southerly along the arc of said curve a distance of 96.16 feet to the point of tangency, thence S31'36'48 "E a distance of 129.05 feet to the point of curvature of a 233.00 foot radius curve, concave westerly, with a central angle that measures 34'38'24 ", a chord that bears S14'17'36 "E and measures 138.73 feet; thence southerly along the arc of said curve a distance of 140.87 feet to the point of tangency; thence S03'01'36 "W a distance of 111.52 feet; thence 588'40'01 "E a distance of 238.17 feet; thence SOO'34'40 "W along the east line of said Northeast Quarter a distance of 794.49 feet; thence S64'50'43 "W a distance of 566.08 feet; thence N42'16'59 "W a distance of 449.70 feet; thence S18'50'11 "W a distance of 52.11 feet; thence N37'46'41 "W a distance of 338.18 feet; thence N89'27'23 "W a distance of 158.58 feet; thence N10'21'58 "E a distance of 500.63 feet; thence NO3'01'36 "E a distance of 197.62 feet; thence S88'40'01 "E a distance of 421.08 feet; thence N01'19'59 "E a distance of 296.00 feet; thence S88'40'01 "E along said north line of the Northeast Quarter a distance of 319.17 feet to the point of beginning. Containing 1,212,634 square feet (27.83 acres). Subject to right —of —way for the Town Road (100th Avenue) and subject to all easements, restrictions and covenants of record. I also certify that this Certified Survey Map is a correctly dimensioned representation to scale of the boundaries; that I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of the County of St. Croix and the Town of Warren in surveying and mapping same. r 7— 0_3 .c� o Of Wis - -- P -- - - - - -- — --------------- - - - - -- Douglas J. hle L 145 Date co DOUGLAS J. �Z S & N Lan Surveying * ZAHLER 2920 Enloe Street 5-2145 Hudson, WI 54016 HUDSON, Wis. �S I Each parcel shown on this map (plat) 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 appropriate Town Board for advice. NOTE: No additional lots are being created by this Certified Survey Map. This map represents an adjustment to existing lot lines. Approved on 2¢f1� by !_ Zoning Department CURVE DATA TABLE Curve Radius Central Chord Chord Arc Tangent Bearing Number Length Angle Bearing Length Length Tangent in Tangent out C1 167.00' 32 °59'33" S15 °07'01,5 "E 94-84' 96.16' S01"2245'W S31 °3648 "E C2 167.00' 00°03'55" S01 °21747.5"W 0.19' 0.19 S01 °2245'W S01'1 8'50'W C3 167.00' 32 ° 55'38' 815 °08'59 "E 94.66' 95.97' S01 "1&50'W S31 '364&E C4 233.00 34 °38'24" S14 "17'36 "E 138.73' 140.87' S31 *3648"E S03 "01'36"W THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6060 -02 DATE: 08 107/2003 SHEET 2 OF 2 SHEETS Vol. 17 Page 4582 ouivf�s/ �s� /��s : �v�4 y�vE KoR�3EL ! .= Jeonsin Department of Industry SOIL AND SITE EVALUATION 3 Labor and Human Relations Page / of Division of Ssftfry and Buildings in accordance with s. ILHR 83.09, Wis. g 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 GR O/ percent slope, scale or dimensions, north arrow, an Wd distance to nearest road. Parcel I.D. # O 0 % Or 27.6 ✓4 6Lts �' d - G yS • 2 • O�"a � r APPLICANT INFORMATION - Pie g -prr t aHah Matto". Reviewe _ Date Personal Information you provide may be used I� ndary 6 (Privlcy Law, s. 15:6,1 (1) (m)). f Property6wner V Yep � t roperty Location /� r �Q/ G 1. c�V z ` ' r ovl. Lot �(fC 1/4 /V� 1/4,S 17 T 'Z � ,N,R �0 p E (or)© Property Owner's Mailing Address , of # ck Subd. Name or CSM# /& 1 ?4T G kE.v.¢Of ¢�,� ;�YF ,t ' PE,v� /'A)6- CSM "—/ L t 7 City State Zip Code' \ \[{ Phone Numb @r (� Nearest RoaB' 14 ,U /` /i� 5 1 7 3 ) �i , ��O CI Villa e To O� /Ga. //.p . L New Construction Use: �Hesidential / Number of bedrooms Addition to existing builds ❑ Replacement ❑ Public or commercial - Describe: % Code derived dally flow gpd Recommended design loading rate . I bed, gpd/fl • trench, gpd/fi Absorption area required S bed, fie 56V trench, ft 2 Maximum design loading rate bed, gpd /ft ' S trench, gpd /ft Recommended Infiltration surface elevation(s) 3 ft (as referred to site plan benchmark) Additional design /site considerations I A � sl+tiQ O0A$,q &,`T� " � X / &Z ) Parent material logss OUF G��? ESTD,yF 1�Gt�Di� ff� Flood plain elevation, if applicable Nf ft S = Suitable for system Conventional MMou In-Ground AT Grade System in Fill Holding Tank ___r U Unsuitable for system El S L`� 5 E] U ❑ S L� U ❑ S U ❑ S P El S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD /112 In. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench O /o yX 3 L 2 GQ S C cJ ! f Z J Q Ylle sL 2- A& ^.% Vfe C s - . s • �, 3 _3 7 s yF ` Z ` S/ e- A -'sAoe 4"-f4 't Ground - z ; . 3 elev. - - -- Yid 5�lfo _A- V A - VI I G�:ti c s i v E olo,i,.�,• �-- ,� P limiting factor 7 4 Remarks: Boring # 0-13 i 6 YA 3/ L /fs6,k- d.5 C5 Z Z / ,o Yk s�- If S 41k f Ground y– �.s yR /),4f/' yN fl as — • 2 , . 3 elev. s ft Depth to — limiting factor 3 V_In. Remarks: CST Name (Please Print) Signature , Te lephone N �?o13eRr Zt'jf3Rf'c j 4 p o. 7/5. 38�•8�B s Address Date CST Number 3 -2-a" 22- ?5 Ulbricht & Associates Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 ORIGINAL 1 MAI 4'OR/3eC SOIL DESCRIPTION REPORT PROPERTY OWNER PkgO Z ' of 3 PARCEL I.D.# )9 - _A-T1 ' 6_ B Horizon Depth th Dominant Color Structure Bor # p o Mottles g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz Sh. Consistence Boundary Roots 2 Bed ,Trench ioYR 3/ — '1 Ifs I 5 cf / f • Y . s ie Ground Z /Q 1/ =�' -�L Cej • S elev. ] ,.00 1tt$ 4_3 7s n•� t iF s/G L /eS`Ji� n++ V� ' )"p N Q Depth to 's ' limiting factor 3 1 S ! Remarks: Boring # Ground elev. tt. ' Depth to limiting factor In. Remarks: Horizon Depth Dominant Color Mottles Structure GPD ft Texture Consistence Boundary Roots In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground elev. Depth to - limiting factor In. Remarks: Boring # Ground elev. it. Depth to limiting factor i -- n. Remarks: SBDW -8330 (R. 08/95) dIA- ae '3� U !! it i po iur X55 I • 1 7� ' o L 1 e0 4-T(49A) Ai p -F; L q � • v 5 v. Aut RP ssoclates �' Ulbt ►cht b w age p °nsults�ta ,� .n n PtWat N 1 Rd• H udssOn Wts. 5401 C cS� 13A Pr TS• 3 o 3 w V SEP 2 7 2001 636268 $T CROIX COUNTY 4 2dQ� ECO RO '0 TIFIED SURVEY MAP N o o Co. LOCATED IN PART OP THE NE f OP THE NE 1 /4 ° w m F R: AND THE SE 1/4 OF THE NE 1 OP SECTION 17, W w o E T29N, R f 81I, TOWN OP WARREN, ST. CROIX w 16948 GRENADIER AVE. C OUNTY, 1/ISCONSIN, ALSO BEING A PART OP LOT z N LAKEVILLE, MN 55044 2 OP CERTIPIED SURVEY MAP VOL-10, PG- 2741. C J Q ' NOTE: LOT 8 WILL SHARE JOINT co T ACCESS WITH LOT 1 OF Z o � c C.S.M. VOL. 10, PG. 27 g Z NORTH LINE OF THE NE1 /4 PROPOSED DRIVE MG`�Ld!A5�iI'G D [ m L N n N 1 \4 CORNER 1 00TH AVENUE S8 4001 E 263163 -- - -- --- -- --- - S 01 °2245"W 32.81' SEE DETAIL SECTION 17 -. (N88 °40 '09"W ) (N88°40'09"W) NE CORNER N88 °40'01"W 9? to 8 ° 4 ' 1" 1. 1' 25318' r i N 88 °40'01 'W 362.9T SECTION 17 mHoll 1537.1 CO 413.31' 00 53' `�Cy110. c� � S88 °40DVE � 8 1c 732.46' c���, , T15'E)� ^ •QQp Lo ..:. .............. 0 .9.... I � I a�� j° --- ����`,�? I • 2.8 ACRES INC. RIM $ T I �'• 123,346 SO. FT. Q I O I _ 2.519 ACRES EXC. R/W i wO ° I ° I ^ 109,723 SO. FT. to I y By i I c� $ b� �1 �j' • tr y� o s � SBW40'01 HE 421.08' • I :LOT 8 I 3.(62 ACRES INC. R/W •' I c O° d l i Z I 159,527 SQ. FT: 9 3.4,70 ACRES EXC. R/W :151,172 SO. FT. S88 ° 40'01 °E 9 ' O; ♦ SW4o'01 384.2r 238.17' A A LOT 10 s88 °4ao1" 622 - - -- p 24.176 ACRES INC. R/W Q—�► ( � Y Cp 1,053,107 SO. FT. ` ✓ — 1 C� b O 24.126 ACRES EXC. R/W \'` C5�1 O I 1,050,929 SQ. FT. LO Lu NUMBER Radius Central Angle Chord Bearing Chord Length Arc Length I Tangent in tangent out � Ci 167.00 32 °59'33" S15 °07'01.5 "E 94.84 96.16 IS01 °22'45"W S31 °36'48 "E -,f p O C2 167.00 00°03'55" S01 °2U47.5"W 0.19 0.19 I S01 °22'45"W S01 °18'50M1 r 03 167.00 32°55'38" S15°08'69'E 94.68 95.97 S01 °18'50"W S31 °38'48"E j 2 C4 233.00 34°38'24" S14 °1 T36 "E 138.73 140.87 i S31 °36'48 "E S03°01'36"W 49 it (N89°2r31 "W) _ N89 0 27'23 "W ` ` o cn j - _ 58.5 --� 5 A W -1 T j 52 ed. C2 LEGEND A s DETAIL I I ALUMINUM COUNTY SECTION C3 CORNER MONUMENT FOUND Q Q � IN IRON PIPE FOUND / 1"X 24" IRON PIPE SET WEIGHING / 0 1.13 LBS. PER LINEAR FOOT / m MASONRY NAIL FOUND A SOIL BORING ST. CROIX COUNTY , -------- ACCESS EASEMENT Planning Zoning and Parks Committee SCALE IN FEET 1' 200' 4WD -- -- — 12 FOOT UTILITY EASEMENT DEC 19 2p00 = 100 FOOT ROADWAY SETBACK 200 0 200 If not recorded within 30 days of ( ) PREVIOUSLY RECORDED approval date approval shall be n0l nnm void THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 00 -100 DATE: 11/27/'2000 Vol.14 Page 4017 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 2 Labor and Human Relations - Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY .._ Attach complete site plan on paper not less th#1/2 e. Plan must include, but St. Croix not limited to vertical and horizontal reference �o f slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and darest road. 7 APPLICANT INFORMATION -P ASE P NF�ji1> 10 O f REVDBY DATE PROPERTY OWNER:+ ERTY LOCATION Krolls, Inc. �!' �' LOT NE 1/4 NE 1/4,S 17 T 29 N,R 18 XR(or) W PROPERTY OWNERS MAILING ADDRESS # BLOCK # SUBD. NAME OR M # 644 Co. Rd. #N na na 13 3' CITY, STATE ZIP CODE 0 NU R . CITY ❑VILLAGE ®TOWN NEAREST ROAD Hudson, WI. 54016 ( x,-38 - 639,3''". Warren 100th. Ave. [14 New Construction Use [ [ Residential l Number of bedrooms [ ] Additi t existi build [ [ Replacement ] Public or commercial describe C ! Code derived daily flow gpd Recommended design loading rate bed, gpd/9 trench, gpolft Absorption area required bed, ft _ trench, ft Maximum design loading rate bed, gpolft trench, gpd/ft Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design / site considerations soil borings for development Parent material glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND 1N- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem I❑ S )0 U I XO S O U ❑ S )7 U [] S ® U C] S :K] U ❑ S CU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bou dory Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. I Bed Tmncr <.> 1 0 -7 10yr3 /3 none L 2msbk mfr cs 2f .5 .6 1 2 7 -13 10yr4/4 none sicl lfsbk mfr gw if .2 .3 Ground 3 13 -28 10yr4 /4 c2p 7.5yr5/8 sicl lfsbk mfr gW na .2 .3 elev. 4 28 -60 7.5yr4/6 c2p 7.5yr5/8 scl M na na na np ; .2 na ft. Depth to limiting fac?3 - Remarks: Boring # ,o w 1 0 -14 10yr3 /3 none L 2msbk mfr gw 2f 1 .5 1 2`f'* 2 14 -20 10yr4 /6 none scl lfsbk mfr gw if .2 .3 3 20 -31 10yr4 /6 c2p 7.5yr5/8 sicl lfsbk mfr gw na .2 .3 Ground elev. 4 31 -60 7.5yr4/4 c2p 7.5yr5/8 scl lmsbk mfr na na .2 `.3 na ft — Depth to limiting factor 20 ', Remarks: W CST Name'- Please Print Gary L. Steel P " 715- 246 -6200 Ad dress: 1554 200t . Ave., Ne w Ri hmond, WI. 54017 Signature: 6 -12 95 cstm 02298 - 1 PROPERTYOWNER Krolls, Inc. SOIL DESCRIPTION REPORT Page? of 3 Z PARCEL I.D. 0 Boring # Horizon Depth I Dominant Color Mottles Texture Structure Consistence Bwxbry Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed iTrendi 0 -12 10 r3/3 none i L '2msbk mfr gw 2f .5 6 _> 3 >'< €<> 2 12 -30 10yr4/4 c2p 7.5yr5/8 sicl M na., gw na np i .2 Ground 3 30 -50 7.5yr4/4 c2p 7.5yr5/8 scl M na na na np .2 elev. na ft. Depth to limiting factor ro Remarks: Boring " 1 0 -10 10 y r3/3 none L 2msbk mfr gw 2f .5 i .6 4: 4 2 10-20 10yr4 /4 none sil 2msbk mfr gw 1f .5 .6 BMW 3 20-4C 7.5yr4/4 f2d 7.5yr5/8 sicl M na gw na np .2 Ground elev. 4 40-53 7.5yr4/6 f2d 7.5yr5/8 scl lmsbk mfr na na .2 .3 na ft. Depth to limiting factor 20" Remarks: Boring # 1 0 -8 10yr3 /3 none L 2msbk mfr gw 2f .5 .6 5 2 8 -30 7.5yr4/6 none scl lcsbk mfr gw if .2 .3 3 30-4S 7.5yr4/6 eld 7.5yr5/8 scl lcsbk mfr gw na .2 .3 Ground elev. 4 49-6E 5yr4/6 fld 7.5yr5/8 is Osg mvfr na na .7 .8 na ft. Depth to limiting factor Remarks: Boring # 1 0 -10 10yr3/3 none L 2msbk mfr gw 2f .5 .6 6 2 10 -22 10yr4/6 c2p 7.5yr5/8 sicl M na gw na np .2 n..,.......... 3 22 -40 7.5ry4/6 c2p 7.5yr5/8 scl M na na na np .2 Ground elev. na ft. Depth to limiting factor 10" Remarks: SBD- 8330(R.05/92) n N O n CO) O x v n d 0 G o '{ c 2 ? c CD 3 m 3 m C m m ^ 3 3 3 D O n o w u o p T. N —1 _ o "I w O 0 O 3 p O 3 a c m N N C Z d in O N' w 7 �_ O ►�+ CD c A ro CsF N N cn O 7 O (n 7 - 1 ? fJ N N n 2 O 3 O O O p 0 0 0-0 0 7 0 ' n w CD n C � p O (O C €D (n 3 O - O fo A N v CD (D (n LTI y W N 3 V Z f'j w C � 0. .. 0) r �" OZ N N a ( h � � z a z o p z r m U1 O 00 00 O O ro m S to O C C 3 a c a fl to CL c:' OW Z O l�I) N (% c 3 to N N cn D C7 M C O 3 sT M C O p O h O .�. ro (D N (D N .A+ (n V h i O ;o i �. N to ' 01 O A N tD (0 6 . W N 3 r �a � _ 3 rr _ CD 0 D D m 0 w w Q O O Pi ZY o o 00 =r < CD (D @ cn (� �� • 1 (n 60 ro w N N �M m c m(D 5 m m W t y = n C n a o 3 3 CD CD Z O O 7 O O U) C N C .� N a 70_ A O 0 O N 3 Z - i W C <0 W 0 IT'1 CNO ? C. '' C• ' z co 0 (o a 0 �» 0 z N N "O ? W W N I � O F S 0- C(D Q c O D ro a C l O a G m@ ' C O D @ C O" w C (D G. 3 - 7 y 0 Z O. Z C. (D w O 0.-0 w (D ro N O N 0 w N (n y CD C C 7 . t3 C M < O F O q C O C"SN 3"O t O .' , (D CD N 6 4 3 w = IS N N -0 w Q t 0 O w V w . 7C C (n 1 ro O (D CL CD A O O `p N (D ro dC A o 0 o 0 c TZ m 0 ro 0 CL CL 2 L5 W 2: - 2004 7 3 4 3 8 3 VOL 17 P.A13E . _.. +4582 ST. GROiX GOU�!TY xlTlll= H. SURVEYOR'S RECORD REGISTER OF DE�EDS ST. CROIX Co. _ RECSIVSD FDR LOCATED IN ks 68/97/2003 09t30AN CERTIFIED SURVET.:.�A. _ - N ui p PART OF THE NEi /4 OF THE NE1/4 AND THE SE1/4 OF THE NE1 /4 CERTIFIED SURD HAP c OF SECTION 17, T29N, R1 8W, TOWN OF WARREN, ST. CROIX COUNTY, � Ett = 13. ° WISCONSIN, ALSO BEING LOTS 8 & 10 OF A CERTIFIED SURVEY MAP PAGES: 2 RECORDED IN VOL. 14, PG. 4017, AT THE ST. CROIX COUNTY REGISTER OF w w DEEDS OFFICE. w Z NOTE: Lot 10 will share a o SURVEYOR: PREPARED FOR CS M Access with Lot 1 of LL o DOUGLAS J. ZAHLER ERIC & @AROLYN LENT SM Vol. 10, Pg. 2741 N O w S & N LAND SURVEYING, INC. 514 CHAPELOOURT DETAIL 8 (NOT TO SCALE ________ O 2920 ENLOE STREET EAGAN, MN 55121 _- _--- _- ___ -.� -- Z m HUDSON, WI 54016 0 - _ - - - -�- - 86.00 - - 121.15 - -- 253..19 --- 132.03'- -- S01W45"W m / - (38.00 - - - -- 1 42.53 - -- -` 110.82' -e-- 32• jLj;_.4 Z (S88°3T15'E) - ; -- NORTH LINE OF THE NE1 /4 ��� ----S88°4001 "E 319 - __________ N 1\4 CORNER 1001HAVENUE N88 °4U'01'W 2631.63 `(�! __ e 44C D SECTION 17 NBA - L S88 ° 40'01 "E 31 �_1 _ (Na°40'0 362 .9T SEA 17 $�40'01�rn �- - - - - -- � rn N8�_40'Ot"W 382 �I 9a9.4 - - � {� i ;; SEE 1 V • ' .Q � �_ �$- » DETAIL A . 6�Q i0O 1 I M� SEE $ - - -- �`, a � t I I� I °� °llllll° DETAIL 8 �b F iji 1 1 409 `Il m , �{� ( S88 °40'01 "E 421.08' �f I O I O z co l c i l k �b � SO` � a O cif I� L,oT 238.17 o= . -# S88 °40'01 "E m v - •- - --- -- - _ - -- ? LOT 11 LOT 10 N° 15.83 ACRES INC. R/W 889,754 SO. FT. 12.00 ACRES INC. RtW !{ 15.78 ACRES EXC. R/W 522,880 SO. FT. 03 687,576 SO. FT. 11.81 ACRES EXC: R/W fA 171 514,525 SO. FT. 8 1 ti w y DOUGLAS J. � g 1 ZANLER Z 5.2145 -41 (N89°27'31NV} H ? ha 89 s. -- -- - 1 58.59 1 1° 1 DETAIL A 1 16alE �> �+ 18 ° � 0 � (NOT TO SCALE) I `F9 � dodo 93 - M. -- 7 cP - LEGEND C2.. . FOUND ALUMINUM COUNTY / _..SEC ?ION CORNER MONUMF�NTi .... _ . " FOUND 1" IRON PIPE cS 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 p SCALE IN FEET 1" s 200' 100 FOOT ROADWAY SETBACK b�do 9 � 9 ' ( } PREVIOUSLY RECORDED 200 0 200 THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6060-02 DATE: OWOM poi SHEET 1 OF 2 SHEETS Vol.17 Page 4582 ' /oys' is Z-F�+ % 7,'1A Dy �oys'8o ,tGOA s F I LED Cain •Z ,u�` t nisi /o /.2yYl t, 7 994 w. JAMES 0, 51 axI 5 .5190 / S 0 i'ster ° edSCC CERTIFIED SURVEY MAP Located in part of the NE 4 of the NE a and in part of the SE; of the 'NE;, all in Section 17, T29N, R18W, Town of Warren, St. Croix County, Wisconsin. CURVE DATA CURVE LOT RADIUS CENTRAL CHORD CHORD ARC TANGENT TANGENT NO. NO. LENGTH ANGLE BEARING LENGTH LENGTH BEARING BEARING 1 -2 A.E. 167.00' 34 0 38 1 24" N14 99.43' 100.96' NO3 0 01 1 36 "E N31 3 -4 1 167.00 32 0 59 1 33 11 S15 0 07 1 01.5 "E 94.84 96.16' S01 0 22 1 45 "W S31 "E 5 -6 1 233.00' 34 0 38 1 24 11 S14 138.73' 140.87' S31 S03 area Lot — 1 3.12 Acres Inc. R/W UNPLATTED N N LANDS 135 ,966 Sq. Ft. Inc. R/W 2.85 Acres Exc. R/W North line of the NEi of Section 17 123,995 Sq. Ft. Exc. R/W I001h AVENUE S88 °40'01 "E � — — — _ S 8 ° 40' 01 "E 495. 00' M NiE CORNER NI /4 CORNER 0 132.0 I 362 .97 ' + SECTION 17 SECTION 17 _ 38.99 110. 3 363.43 NOTE Ingress and egress for ��, 1 •S88 0 37 1 15 "E 474.23 Lot 1 will be from Access v,`�o 9 4 1 Easement „� . 1� s, S31 48 V d , , 129.05' ✓ I F N - APPROVED �, �, LOT 1 I � o LOT I m co Io , >, o C ERTIFIED SURV MAP rt ' p is D i� _m 16 S03 00113611W VOL. 3, PG. 697 - -- �. N uz Im ID 111,52 ° b CO in - 66.03 1 ST. CROIX Cow ury I m Im o 238.17 Oomprehensive'Plar�aw I (D Ir o N8,8 °40 304.20' w m m J 0 I a z Zoning and m " icy LOT 2 C ornmit.lee �^' _ _ Im 1 �O N CE _ SURVE_Y MAP tf not recorded Iw VOL. 3 , PG. 791 4- s within 30 days,df °' � — -- - -- "J a N X approval date °' LEGEND � H approval shg liabe "' LOT 2 nv!! R vtlict ^� -� Aluminum County Section 0 Monument Found OWNERS / rt • Masonry Nail Set Bradford E Mindy Zuehlke `° A Nail Found 1105 100th Ave. Roberts, Wi. 54023 m ■ 3/4 Pinch Top Found MATCH LINE .,. (SEE SHEET 2) 6 }t Rebar Found Wayne E Carolyn Korbel ; • 1 Iron Pipe Found 1075 100th Ave. Roberts Wi. 54023 r " ' 0 1" Iron Pipe Set, n: y,•. , o weighing 1.68 lbs. per 1 d ti linear foot '. ;•1�;',;, >' 100 Roadway Setback line • '>> ••. +� Existing Fenceline VOLUME 10 PAGE 2741 SCALE IN FEET SHEET I OF 2 SHEETS 0 100 200 400 This instrument drafted by Ed Flanum Job No. 93 -68 L:w h vL