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004-1030-10-000
St. Croix County Planning and Zoning Friday, October 19, 2007 at 7:39:54 AM Detail Sanitary Information Page 1 of l Computer #: 004 - 1030 -10 -100 Sub /Plat: NA Section: 13 Parcel #: 13.28.15.203A Lot: 1 TN /RNG: T28N R15W Municipality: Cady, Town of CSM: Z '1 5 1/4 1/4: NE 1/4 SW 1/4 Owner: Ebenezer Oaks, Inc. 316 325th Street Wilson, WI 54027 State Permit: 499120 Issued: 08/17/2006 POWTS Dispersal: Mound 24" or more suitable soi Permit: New County Permit: 0 Installed: 11/01/2006 POWTS Detail: NA Bedrooms: 3 WI Fund: POWTS Pretreatment: NA Notes Issuer /Inspector As Built Plumber Other Requirements Additional Notes Money Owed Ryan Yarrington >4/1/00 - Not Required Glotfelty, Clarence 2007 owners are splitting this house / POWTS CSM not yet recorded as of 10/1/2007 but is $0.00 Kevin Grabau _ t: Yes off in a CSM lot pending and will get a new parcel number - file in pending folders. House and mound shown on CSM - 1000/600 combo tank to 4'x 115' mound maintetsanue Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notificat 11/1/2009 I -GENED 1Illlll111111''��`1111111!' ;" 4111111111Hillll 863314 N0`J _ KATHLEEN H. WALSH REGISTER OF DEEDS I ST .CI RECEIVED FOR RECORD SURVEYOR ='FIED SUR�7EY MAP 10/31/2007 10:15AM PART OF THE NORTHEAST 1 \4 OF THE SOUTHWEST 1 \4 CERTIFIED SURVEY MAP VOL: 23 PAGE: 5468 AND PART OF THE SOUTHEAST 1 \4 OF THE SOUTHWEST 1 \4, REC FEE: 13.00 OF SECTION 13, TOWNSHIP 28 NORTH, RANGE 15 WEST COPY FEE: 3.00 TOWN OF CADY. ST_ CROIX COUNTY,WISCONSIN_ PAGES: 2 North 1/4 Sect. 13 -28 -15 ) 3 PREPARED FOR: UNPLATTED Found 1" Iron Pipe 3 EBENEZER OAKS, INC. PO BOX 70 LANDS (D WILSON, WI 54027 CO 1(-n N89'48'05 "E 623.70' :E I 1 590.70' I 33. O' centerline � / I s� 1 6 I o A UNPLATTED 2-1 f�� / O/ i S I °oN m iz L 'v LANDS oo ICJ N 311,960 sq.ft. IM N 11� We; 7.16 acres ° i I� 1 to Incl. r -o -w house FYI - 3 1 (0 m cn le— north line _ _ _ _ _ _ �_o O - -- -- -- -- — -- -- -- -- -- -- -- — of SE /SW cn i cN+ 0 0 295,454 sq.ft. 6.78 acres i-5o -1 1_ L' excl. r -o -w � 1 590.70' 1 3310' I LOT 1 POB CSM #1097 589'48'05 "W 623.70" z t o(CD DRAFTED BY: 0 Joel A. Bra U_NPLATTE m cLn Q JB SURVEYING LLC LANDS South 1/4 Sect. 13 -28 -15 Found Alum. Cap Note: Each parcel on this map is subject to State and County 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 Town Board for advice. LEGEND c l& T .........Government Corner (as noted) u/ C RY,, -' o.......... Set 3 \4" x 18" Iron Rebar weighing a owns minimum of 1.502 lbs. per lineal foot ...Recorded Data ' y N Norrn is referenced to the � O� North -South quarter line SCALE: 1" - 150' ' of Section 13- 28 -15, In - 3 , wnich nears S00 °38'25 - W t°'Z(St. Croix County Grid System) 0' 150' 300' Sheet 1 of 2 Vol. 23 Page 5468 RECEIVED ! 11111! 11111 6 ullll� {I {Il {III { {II Illlll !!Il IIII 2 NOV - 5 2007 863313 KATHLEEN H. WALSH REGISTER OF DEEDS RECEIVED . R ,XI F I E D SURVEY MAP 10/31/2007 10 :15AM PART OF THE SOUTHEAST 1 \4 OF THE SOUTHWEST 1 \4, CERTIFIED SURVEY MAP VOL: 23 PAGE: 5467 OF SECTION 13, TOWNSHIP 28 NORTH, RANGE 15 WEST REC FEE: 13.00 TOWN OF CADY. ST. CROIX C.OUNTY,WISCONSIN. COPY FEE: 3.00 North 1/4 PAGES: 2 Sect. 13 -28 -15 UNPLATTE Found 1" Iron Pipe 46 1 ' LANDS NW Corner N89'48'05 'E 696.05' W I of SE /S% 499.69' 196.36' C> DRAFTED BY: Oct W �� Joel A. Brandt v r-J N89'48'05 "E 623.70' JB SURVEYING LLC 590.70' 33.bo I LOT t � LOT � i i CSM #1097 Z Z U C), wl OD c+ ° 348,231 sq.ft. 335,431 sq ° o t co LOT 1 0; 7.99 acres 7.70 acres ' oil wl -- -- - Olt lo r „ incl. r -o -w I l o z rri excl_ r -o -w vim', rt 659,947 sq.ft. g °o UNPL 15.15 acres N89 "E 820.03' t I ni $ incl. r -o -w 787.03' LANDS 33:004 1 00 a LOT .3 o v 276,881 sq.ft. 265,738 sq.ft. v vl w u! o 6.36 acres 6.10 acres ° 1 °' +I C O 643,452 sq.ft. incl. r -o -w excl. r -o -w �; I vl v ll to u 14.77 acres N excl. r -o -w ° N89'5624 E 820.03 D ' " ' I I I� 1I C> 787.03' n 33. 'PO' 11 C' to PREPARED FOR: 360,788 sq.ft. LOT 4 ✓h 8.28 acres well AUDREY THOMAS p ,� I rn a Incl. r -o -w o o , I A �l N lz 302 325th St ° v o ^t I of "I o, IC) Knapp, WI 54149 0 0 320,296 sq.ft. of I o ° ° 7.35 acres ho Se I ° I -I centerline excl. r -o -w I ___1286.85_______ - building offset line gg•56'24 "W Septic -- - - - - -- I I I -- - --- -- -- ------ - - - - -- --- ----- - - - - -- ----- - - --- 1 319 8 33.00' 499.82' 0 33.0 — — — — — — — 7 87.03' - - — — — — -� — — — — �� - -' S8956'24 "W - - - -- 499.82 - --- - - - - -- - - 3----- - - - - -- I POB SW Corner 1319.85' centerline 589'56'24 "W South 1/4 Sect. 13 -28 -15 2639.72' 30t Avenue Sect. 13 -28 -15 Fd Survey Mark Nail UNPLATTED LANDS - - -- Found Alum. Cap Note: Each parcel on this map is subject to State and County laws, rules and regulations (i.e. wetlands, minimum tot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and Town Board for advice. LEGEND * �T =� saea ........Government Corner (as noted) ��L1tl�IlOtlot�TK.: W+ ....Set 3 \4" x 18" Iron Rebar weighing a �'•• minimum of 1.502 lbs. per lineal foot t > ...Recorded Data ' North is referenced to the c� North -South quarter tine SCALE: 1" = 250' 30" of Section 13- 28 -15, which bears SOO °38'25 "W ' Of St. Croix County Grid System) 0' 250' 500' Sheet 1 of 2 Wisct:nsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Saf%y aid Building Division I INSPECTION REPORT Sanitary Permit No 499120 0 GENERAL INFORMATION (ATTACH TO PERMIT) 05tate Plan ID No Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). 11 0 $ = T eJW5 . 1 0 4 Permit Holder's Name: City Village X Township Parcel Tax No: Ebenezer Oaks, Inc. I Cady, Town of 004 - 1030 -10 -000 CST BM Elev: Insp. BM Elev: BM Description: SectionfTown /Range /Map No: W.O ( (3U • c7 ST` I ,M 13.28.15. TANK INFORMATION ELEVATION DATA TYPE MANUFACTU E CAPACITY STATION BS HI FS ELEV. Septic Benchmark l t d I Dosing I Cj Alt. BM Aeration Bldg. Sewer 0�•� G.�f� 03. 10 i Holding St /Ht Inlet / 1 [�•o' r / TANK SETBACK INFORMATION SUHt Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic , SD t ( �� Dt Bottom 9�f 7-0 D i / Dosing N , tt , D Header /Man. /0/•60 Aeration Dist. Pipe ' � ,Oa C( o /. S s Holding Bot. System - 7 0 o x Fi aI Grade K HON INFORMATION Z. + — 10 ALr) fanu facturer Demand St Cover 2 GP % • G Number tL� / .A.. Y� '� I _ TX'/ / j. - 79 , pc-o [1 ( 1 �. TDH Lift hap-11,Ir' i�r System( -5-0 T Forcemain Length { Dia. to Dist. to Well — 7 J 'o,t SOIL ABSORPTION SYSTEM BED /TRENCH Width Length 1 No. Of 1111Ir0614W PIT DIMENSIONS No Of Pits Inside Dia th DIMENSIONS I �5 L) I�� SETBACK SYSTEM TO l P/L ` BLDG WELL LAKE /STREAM LEACHIN facture ur: INFORMATION CHAMBER O Type f System: , /04 8 —,Ilt- /� UNIT odel Number: DISTRIBUTION SYSTEM Distribution i x Hole Size x Hole Spacing Vent to Air Intake B _ !1 Pipe(s) 7 ) Q r� Length Dia Length •� Dia Spacing O l7 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over 1xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil II ' Yes No Yes No CO MENTS: (Include c � i; epen+14SW p sons pr s nt, etc.) Inspection #1: �V /• 0 11 - 700b Inspec n #2: 011-0 W ce•.s�vuc�le0� o Location: 316 325th Street Unknown (NE 1/4 13 T28N R15W) . NA Lot lyidc. I No: 13.28.15. 1.) Alt BM Description = 2.) Bldg sewer length = j - amount of cover = lf-Z �- (-C/" oCr/' ,j t � u � � 4 _, ( � I (S" PjA, u��•SO`, Plan revision Required? Yes o .�I NOU , D Use other side for additional Informatio S I V � _ �„� Insepctor's Signature Cert. No. to SBD -6710 (R.3/97) _f C�� Safety and Builias DySsion County N v i sconsin 201 W. Washington ox 62 Madison, WI 53707 — Sanitary Permit Number (to be filled in by Co.) Department o Commerce (608) /Z-O Sanitary Permit Applieatio i RECEIVE State Ian I.D. Number q Q In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 3 I) 7 I U may be used for secondary purposes Privacy Law, s 15.04(1 (m) AUG A 2 0 0 Projec Address (if different than mailing address) I. Application Information — Please Print All Inform 'on Hl1 �t 31 3 ST. CROIX COUN Y Property Owner's Name arcel Lot # Block # r A 0 - Property Owner's Mailing Address Property Location %., 5'/., Section /3 City, State i l l Zip Code Phone Number "� 1 1 15 T &N. 60 ) II. Type of Buildi (4hec k 1l that apply) O a4 per, ❑ 1 or 2 Family Dwelling — Number of Bedrooms ( Subdivision Name CSM Number ❑ Public/Commercial — Describe Us; ❑ State Owned — Describe Use Jr` 41 -5 1 e rw o ty_ ❑Village;&Township of 49 TH. Type of Permit: (Check only one box online A. Complete line B if applicable) A. � New System ❑ Replacement System ys ep y ❑ Treatment/Holding Tank Replacement Only ❑ .Other Modification to Existing System B. ❑Permit Renewal 11 Permit Revision ❑Change of C3 Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that apply) O ❑ Non — Pressurized In -Ground ;K Mound > 2 4 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirctt ling and Filter ❑ - Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) i.� 0 .75 V. Dispersal/Treatment Area Information: 9" Design Flow (gpd) Design Soil Application Rat f) Dispersal Area Required Dispersal Area Proposed System Elevation VI. /� �� / J 'tal Number 'Manufacturer Pre lab Site Steel Fiber' Plastic � tons of Units Concrete Constructed Glass Sepik RIV x Aerob 7 2J -5 Dosing VII. tned, assume res onsibility or ins f the POWTS shown on the attached plans. Plumt s Signature ! / / PR mber Business. Phone Number Cif ! - - - NOR - Is umber's Address (Stmt, City, S e) 1 VII Coun /De artment Use O pproved ❑ Di pp Sanitary Permit Fee includes Groundwater Date Issu Issuing t Signa re o S ) Surcharge Fee) U D� g s7 D� ❑ ven Reason Denial U IX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: 1. Septic tank, effluent filter and dispersal cell must all be services / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code / ordina im. Attach complete plans (to the County only) for the system on paper not less than 81/2 1 11 Inches In size SBD -6398 (R. 01/03) ! { ............ ......................... x ... ............................... i j ! I .i ! .......:........._:..... ......_:.... ......... : ............:. i .. ........... e............ e... .........i............ S ! > ................ ...... ...1 « . .......... ........... .. i........,_.i..........., i.... „...... i............ i. ..M. 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I ..... ..... ..... ..... ..... ..... ..... ..... _ ..... ..... ..... ..... ..... ...._ .._. .._. ___ _..... _. ... i ......... .... i ....... _ ...:....... ......:............w........... i J , } 1 ! ............. ..... I ..... __........... .......... . i i `j r�T e ............ r ... .........:..................... i ! ! . ....... ....._.......... ....... ................._.....: ........ .....v....._....- w......._..... i i , . .......... s ! } ..........: .............. I S ! ! I ! /........ y . S.. �' ., r.... i , ............ . ... . 0P..Q s i ! ! ,............rv...... /..... ...... 5. i.. t a ......:.. ..........:...........,.._..... t v.!o...... ...gL�1....a03,04CLI�✓e -...d. ..h2.Q.4�t*iC�....1 ..... .... ......... N.r..........a........._ tJ f ill��.. .................. ... .. ... .«. ... i / i ou V e t's e. Clarence Glotfelty ANI - ... -_.... Enviro-Tech Systems & Services — P N4955 Sunny Hill Road Weyerhaeuser, WI 54895 i i ' Safety and Buildings PO BOX 7162 commerce MADISON WI 53707 -7162 TDD #: (608) 264 -8777 i s eo n s i n www.commerce.wi.gov /sb/ Department of Commerce . www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 04, 2006 CUST ID No. 220728 ATTN. POWTS Inspector chi , pu CLARENCE L GLOTFELTY ZONING OFFICE 1. � p N4 SS�S HILL RD SYSTEM &SERVICE 1 Ol COARM CO SE PI A DOV /S o1V OF WEYERHAEUSER WI 54895 HUDSON WI 54016 SEA CU �R CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/04/2008 Identification Numbers Transaction ID No. 1307918 SITE: Site ID No. 716457 Audrey Thomas Please�f6 er�to both i eutifi a on numbers, 316 325` St.; Town of Cady, 54027 above, all wires ondencewvttli ii enc . St Croix County; NE1 /4, SWIM, S13, T2N, R15W FOR: Description: new 450 gpd mound, THOMAS, approved filter (40 ac. Parcel) Object Type: POWTS Component Manual Regulated Object ID No.: 1090282 Maintenance required; 450 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes The submittal has been CONDITIONALLY APPROVED iaEs e The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stars. 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 approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD- 10706 -P (N.01 /O1). • Select an approved outlet filter. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 1069 1 -P(N.0 1/0 1). • CORRECTIONS MADE OR NEEDED: ➢ Maintain all setback, wells, property lines, etc. as per Table Comm 83.43 -1. ➢ Pg. 2 of 8; peaking factor= 1.5; Design Flow (gpd) = 450. friction loss from my calculations is 1.4 giving a TDH of 16.75 (no change to selected pump); no manifold diameter needs to be checked. ➢ Pg. 4 of 8; TDH = 16.75 ft. 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. CLARENCE L GLOTFELTY Page 2 8/4/2006 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. e Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 MacCubbin Engineering Consultant, Integrated Services iSAlttT; code `633 (608) 266 -0955, Fax: (608) 267-9566, M, T, W, TR 700 -330; F 700 -230 jean.maccubbin@wisconsin.gov cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Audrey Thomas (Plans Mailed To) MOUND AND PRESSURE DISTRIBUTION "COMPONENT DESIGN Application INDEX AND TITLE PAGE Project Name: 22 j—rua M auji d tonally Owner's Name: Owner's Address: D ttY 'Ccu 6:itLu�i�iGS Legal Description: /V c- % W l/y - S 1 N R450 Township: / V County: ° Subdivision Name: Lot Number. ----- Block Number. Parcel I.D. Number. - A - 1030 DOD Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve dnd specifications Designer: v 4uant nse Number. �"]� -�j Date: p one Number. - 715 - �t & S 5931 Signatur th e Mound Component Manual for POWTS Version ,a.0 53-1 Drag/- P(N60lla) ckxic#^ Pressure Distribution ./`�vmcd 5bD 10704nP ( N 41 /DI ) Page 1 of $ Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) Residential or Commercial Design Note: Sand rill (D) calculations assume a Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal J� Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 38 inches. r 0 Design Flow (gpd) 7 Site Slope ( %) Contour Line Elevation (ft) Depth to Limiting Factor (in) In -situ Soil Application Rate (gpolft`) Distribution Cell Information Dispersal Cell Length Along Contour (ft) _ Cell Width (ft) Dispersal Cell Design Loading Rate (gpd/ft • Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Pressure Disribution Information network? Enter Y or N (c or e) Center or End Manifold Lateral Spacing (fit) If N above, enter the elevation ft Number of Laterals of the highest point. Orifice Diameter (in) (e.g. 0.25) Estimated Orifice Spacing (ft) = G LL. Zl ft2 /orifice Forcemain Diameter (in) Forcemain Length (ft) Does the forcernain drain back? Pump Tank Elevation (ft) Enter Y or N Enter Y or N System Head (ft) x 1.3 Forcemain Drainback (gal) Vertical Lift (ft) J 5x Void Volume (gal) Friction Loss (ft) Minimum Dose Volume (gal) Total Dynamic Head (ft) System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 — 1.25 1.00 1.50 1.25 2.00 1.50 3.00 2.00 3.00 Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) Septic Tank Capacity (gal) Total Working Liquid Depth (in) Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information Dose Tank Capacity (gal) Filter Manufacturer Dose Tank Volume (gal /in) Filter Model Number Manufacturer Project: 777 P 0 Page 2 of 1 Mound Plan View .. f 1/106 J Observation Pipe 3�' K —� O. A Q . I L Mound Component Dimensions A ft E .5 in H ft K "ft BI ft F in z ft L LL , j ft D in G ft J . ft W ft ® (ft') Dispersal Cell Area (ft Basal Area Available (gpd /ft) Linear Loading Rate (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade / va.t (ft) —► .,,.,.,, s ..:..... G I H I F (ft) cell /D /•35 (ft) Lateral _/Da,75 (ft) -- ►• Invert Dispersal Cell 'p t Elevation E� = ft) Contour Elevation 7 %Site Slope Geotextile Fabric Cover Shading Key _b'. I — Dispersal Cell See lateral details on 10 — Topsoil Cap c a 1.5 ft _ Page 4 for number, size, Subsoil Cap a 0 s and spacing of laterals. e ASTM C33 Sand `-° �° .Q Laterals are equally , '' F Tilled Layer a 0.5 ft ; Typical Lateral '., t spaced from the Aggregate c � . Q distribution cell's -•�- centerline in the A -* distribution cell (AxB). r , 4 - 1 7 i �/oiv� F /an9e Project: 7h omas �auh Page 3 of t Center Connection Lateral Layout Daigrarn I P I IF X —)It ar24I Laterals Of roroe main c* PVC Soh 40 (Per COMM Table $4.30651 Floiesdribdonthsb— tomoithelatarak • Turn- upvWbslhntworel"noutplup waft sp --d Number of Laterals Orifice Diameter 'a. in Lateral Diameter J in Orifice Spacing (X) ft Lateral Length (P) ft Orifices per Lateral Lateral Spacing (S) ft Orifice Density ((, fe /orifice Lateral Flow Rate q, q gpm Manifold Length ft System Flow Rate LR gpm Manifold Diameter in Total Dynamic Head ft Forcemain Velocity ft/sec SEPTIC TANK AND PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS Looking cover with Wagner Proof Junction 80K. warning label. Aacees Eiet:trteai as per NEC 300 and opening. not lop of!over. Comm 18.28 WAC Vent Pipe mat extend at klaat 4' V V f t above greee above antelned grade. _ ACOna opening. not fop Maahrean cover over Tank \Afj of elver, mat GAWKS to a Poet no greater Von 8' below finished glade• E1' Min. opening Okpoomwmx • t— Alternate owlet 18" min. 10GIIOn l R i Force Main !tame W I \ Zr Min. Approved oru MnYn LagM OPW" mlkw t fmw BU NN < to l ar A wwar Pena m Weep note or and siphon device. .9 C 4 — Peow clt aw. — LL ' D 0— 0* EMM 8sd end bseas Aom aooadkng to nurklfaceaara apepdadena Note: All Com pipe and vent materials Comply willi e $4. Anctner tariff r rtedeeaery to negate Tank Manufacturer. Doses Per Day: =2 J Tank Sizes Septic Gallons GPD/ # of Doses: gallons 7 V S V Pump Gallons Bacldlcw: gallons 9 (< I Y 1A Total Dose Volume. gallons 7 3 m as Gallons Per Inch: �. 4 Liquid Level: L Required GPM: Pump Manufacturer. Dimensions Inches Gallons A Pump Model: E �� — B C Alarm Manufacturer. i D Total 7*1 Alarm Model: 1 w Lt al Q, Vertical Difference between Pump off and distribution Pipe GJ�✓ minimum � Required Supply Pressure (0 for dosed conventional) _ Feet of force main x 9 friction factor / 100 � ct b Total Dynamic Head O Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] 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. 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 fitter shall be assessed at least once every 3 years by inspection. The outlet filter shah 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 filler 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 nod service needs to be performed to maintain has 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. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. AN 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 as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5,150 mg/L TSS, and 30 mg/L FOG for septic tank effkxwd or 30 mg/L BODs, 30 mg/L TSS,10 mg/L FOG, and 10' cfu/100 mL for highly treated effluent influent flow may not exceed maximum design flow speafled 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 cull. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. 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(s) 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 biologicalty clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: ! v1Omo MDuttilo( Page (2 of 7 Mound System Maintenance and Operation Specifications Service Provider's Name C larence Glotfelty I Phone 715- 868 -5831 POWTS Regulator's Name to .�M�xCounty Zoning Phone 715 , 3� 8 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size ft2 Maximum FOG 30 mg1L Type of Wastewaterl Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Freguencv Septic and Pump Tank Inspect and /or service once every 3 years Eff luent Filter Should inspect once a year and clean once every 3 years Pump and Controls Test once every 3 years Alarm Should test monthl Pressure System Laterals flushed and pressure tested once every 1.5 years Mound Ins ect once every 3 years Other Miscellaneous Construction and Materials Statndards 1. Observation pipe materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. ( dez- z - i aN 3 age. 3 2. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 3. Tillage of the basal area is accomplished with a mold board or chisel plow. 4. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion. Lateral Turn -up Detail Finished ..... ... same Grade Threaded Cieanout 6" Diameter Lawn ----� :: �r; Plug or Ball Valve Sprinkler Valve Box Distribution Lateral Long Sweep go or Two 45 Degree Bends Same Diameter as Lateral Page 5of 8 Project: /�j11�'l�s �wuw i { i i I 1 { i i I I ! i ..........._ .......... ....................... ......................._i...... ................. + I z t ; . ........ :t ! I ...... ..... ........... . ...... ............ F......................... j ........ ..........:...................� Q � ........... 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Clarence Glotfelty F I Enviro-Tech Systems & Services N4955 Sunny Hill Road ' Weyerhaeuser, WI 54895 0796 Ll 9EH Series �_ -I - G 1 oo POWM Cow POWM cc" High Head Stunp/Effluent Ptunp ff "'M VALVE i OR S VENT VM • 32' maximum head Upper sintered f " r / Ci1EC1t VALVE V • Handles solids to 3/4" Glass- filled nylon cover sleeve bearing GROMMET �� CORD c saslN ��� • Moves 71 GPM @ 5' Oil - filled motor housing -'' Cast iron housing (� • Upper sleeve bearing with corrosion — • Lower ball bearing Motor designed resistant protective for maximum epoxy coating • Manual or automatic . OAS TICHI 6ABIN I performance tr 04 A. X 3v 06AP MIN. I • Rated for continuous duty Lower ball For residential, commercial, 1 1/2 FNPT bearing >WD. C,�mPW t I&II I". ON LEVEL _ T� IN. OFF LEVfl. Carbon and ceramic 2 " industrial and agricultural use face seal • Handles tough, demanding tasks of �A effluent waste transfer materials up to 3/4 diameter therm- filled " p - thermoplastic high • Ideal for septic tank effluent applications efficiency impeller, • Corrosion and rust resistant epoxy- coated cast iron pump housing Engineered, high Volute /Impeller Stainless steel, • 1 1/2" FNPT Discharge impact thermoplastic seal for maximum wear ring • Oil -filled motor housing for extended upper and lower efficiency life and rapid heat dissipation volutes • Mechanical shaft seal FLOW - UTERS/K9WrE • Thermal overload protection u E 0 100 "° no "° 300 10.0 � • Piggyback mechanical float switch u • On 10" — 11"; Off 5" — 6" za '° • Every unit thoroughly tested ` �E o a 1E < before shipping w "' ZE z m E.E • UL/CSA listed E zo .o 0 FLOW - GALLONS/MNIM 11.04 Running Gallons Per NnnuteatHL �•� -+ 1 7� . Operation HP Volts Discharge Amps Watts 5ft 1Oft 15ft 20ft Shut PSI Cord Dimensions ©' (FNPT) Off (ft.) (inches) s.1 r Manual 4/10 115 1 1/2" 13 1000 71 68 60 49 32 13.8 20 9.11X11.64X8.94 Manual 4/10 230 1 1/2" 6.5 1000 71 68 60 49 32 13.8 20 9.11X11.64X8.94 _ .,. _ ......,.._.__,. __-. . . n ..a .- ...a;... A 11 M 1 1 e 1 1 /9" 1 •2 1 nnn 71 RR An Aq 17 1110 I)n n 1 1 Y1 1 RAYA nh 9EH SERIES SUMP /EFFLUENT PUMP 11.65 8.95 , Q , 0 Specifications MODEL CAI SOIIDB 5111 RUNNING PERFORMANCE (GPM @ MEAD) SNUFOFF 11111. Co. 11111191 DIMENSIONS N0. 10. LISiIN6 NP MOLTS (Da, Is.) AMPSIMATFS 5' 11' 15' 20' (Ft) ESA. (Ft) (fix•) (N x l x Iq 90 509330 UUCSA 4/10 115 3/4 13.0 1000 70 64 55 41 32 13.8 20' 24 9.11 x 11.64 x 8.94 9EH -CIM 509340 UUCSA 4110 230 3/4 6.5 1000 70 64 55 41 32 13.8 20' 24 9.11 x 11.64 x 8.94 9EN- CIA -RFS 509350 1A/CSA 4110 115 314 13.0 1000 70 64 55 41 32 13.8 20' 27 9.11 x 11.64 x 8.94 9EH - CIA -RFS 509360 UUCSA 400 230 314 6.5 1000 70 64 55 41 32 13.8 20' 27 9.11 x 11.64 x 8.94 Continuous Duty Rated — 'Little Giant Wastewater pumps are rated continuous duty as long as they are run within the published ratings torthese pumps.' FLOW- LITERS /HOUR Construction 0 1000 20100 3000 Motor Housing Epoxy Coated Cast Iron Impeller Material Poly Carbonate 30 ' to Impeller Type Closed Vane Volute ABS w 7.5 w Power Cord SJTW -A 20 W Mechanical Shaft Seal Nitrile with carbon and 5 ceramic faces Li Q Fasteners Stainless Steel =10 Shaft Stainless Steel 2.5 1 Bearings Upper Sleeve and Lower /sp F Ball Bearings ! {� 0 0 111 " . ^ 0 0 40 60 80 F W- GALLONS /MINUTE PUM PERFORMANCE CURVE P 3"w•uR4y Little Giant Pump Co . 115V 60HZ Q1cru PO Box 12010.Oklahoma City, OK 73157 ID ✓ "° Phone: 405.947.2511 • Fax: 405.228.1550 • �'t �- E -mail: customerservice @littiegiant.com www. Litt[eGia nlifump.com A Form 995235 — 07/03 ORIGINAL W r � #2460 iscCInsin SOIL EVALUATION REPORT Pag 1 of 3 Department of Commerce in accordance with Comm 85, Wis. Adm. Code ag Division of Safety and Buildings Certified Soil Testing, LLC Attach complete site plan on paper not less than 8'h County x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I percent slope, scale or dime s, n M ot tion and distance to nearest road. 00 030 -10 -000 Pie a rin ED Revi d By Dat Personal information you provid e u oses (Privacy L w, s. 15.04 (1) (m)) Property Owner 2006 roperty Locatio Thomas, Audrey ovt. Lot NE1/ , SW1A S13 T28N, R15W Property Owner's Mailing Addres OUNTY of # Block # Subd. Name or CSM# POB 70 City State ne um er City F] Village ® Town Nearest Road Wilson WI 1 54027 1 715 - 772 - 3283 Cady 1 316 325Th St. New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe Parent material loess over pitted till Flood plain elevation, if applicable NA ft. General comments install 5'x 96' rock cell moun on 100._ 0 contour as upslope edge of rock w/ 0.75' sand fill & 0.4 g pd /sq ft and recommendations: basal loading E Boring # ❑ Boring f Pit Ground surface elev. 99.0 ft. Depth to limiting factor 29 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz, Cont. Color Or. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 7.5YR 3/2 - sil 2 f sbk ds gs if /m .6 .8 2 6 -10 7.5YR 3/2 - sil 3 f sbk ds cs lm .6 .8 3 10 -23 10YR 4/4 - sil 3 m sbk mvfr cs 1m .6 .8 4 23 -29 10YR 4/4 - Is 1 m sbk mvfr cs 1M .7 1.6 5 2,9 -45 10YR 4/4 f2p 7.5YR 4/6,5/8 si 1 m sbk mvfr - if .4 .7 1 f roots to 41'; occasional gy si coats on peds in H3 2 Boring # U Boring ® Pit Ground surface elev. 100.0 ft. Depth to limiting factor 27 / in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure lConsistence Boundary Roots GPD /fN in. Munsell Qu, Sz, Cont. Color Or. Sz. Sh. *Eff#1 *Etf#2 1 0 -5 7.SYR 3/2 - sil 2 f sbk ds gs 2m1f .6 .8 2 5 -13 7.5YR 3/2 - sil 3 f sbk ds cw lm .6 .8 3 13 -18 10YR 4/4 - sil 2 m sbk mvfr cs lm .6 .8 4 18 -27 10YR 4/4 - sl 1 m sbk mvfr cs if .4 .7 5 27 -45 10YR 3/4 f . YR 6/3 f1f 75YR 4/6 sl 1 m sbk mvfr - if .4 .7 H4 has Is inclusions; H5 has some inclusions scl (o,m,mfr); 1 f roots to 42" * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 _ 15 mg /L * E - BO 5 TSS < mg /L CST Name (Please Print) Signature I ST Number Henry F. Grote 2774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 6/13/2006 715- 233 -0398 SBD -8330 (R.07 /00) Property Owner Thomas, Audrey Parcel ID # 004 - 1030 -10 -0 Page 2 of 3 - ' Boring F il Boring # Pit Ground surface elev. 98.6 ft. Depth to limiting factor 28 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence `Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 •Eff#2 • 1 0 -6 7.5YR 3/2 - sil 2 f sbk ds gs #� if /m .6 .8 2 6 -9 7.5YR 3/2 - sil 1 f -m sbk ds Cs lm 4 .6 3 9 -28 10YR 4/4 - sl 1 m -c sbk mvfr Cs ., if .4 .7 f2d 7.5YR 4/6 4 28 -45 10YR 3/4,4/4 10YR 6/3 sl 0 m mvfr - - .2 .6 i , some Is & 10YR 5/6 fs inclusions below 9" ' 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 altemate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. SBD -8330 (R.07/00) Certified Soil Testing, LLC ��i-- 130_ \� - ova 1 o• --r•, �a } I� � C o A •4- r (( yQ Wed' S�a \t� I I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owne /Bu�}er / Mailing Address 3 v�j q q a Property Address ' (Verification required frAmVlahning Department for new construction) City /State Parcel Identification Number -C22� A0 J - AAQ CK) LEGAL DESCRIPTION property Location h t'- - 1 /4, Sec. Town of OAA X) Subdivision . Lot # Certified Survey Map # , Volume _ Page # Warranty Deed # S,;� / (� /C1 , Volume O _, Page # f /Y� Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system - The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, Journeymanplumber, restricted plumber or a licensedpumper verifying that (I) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin - Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration SIGNATURE OF P ICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. g` /ly/ 6 SIGNATURE OF OPLICANT DATE « « *• ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Dep artment. * * * * ** «« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed DOCUMENT NO, STATL BAH OF WISCONSIN FOP.1I 1 -1982 THt3 SPACE RESERVED FOR RECOROINO DATA WARRANTY DEED T. C: OiX CO. W1 This Deed, made uetween Ernest .A,..s..F.rances.- C,..- .__..- _ Anderson Family- Tr -ust.. - SEP 2 1994 ` --- -- - -- - - _ . Grantor, # ' 1w0:0o A.M. and.Eben.ezer_Oaks,_lnc a curpora.tiQn _ Y Fwptar cl 0.ods - -, Grantee, Witllesseth, That the said Grantor, for a valuable consideration. -- ---- - -- _ - � RETURN TO conveys to Grantee the following described real a .tate in St. ` i1X -_ .. -. County, State of Wisconsin: East Half of the Southwest Quar,r (E} of SWq) of Section Thirteen (13), Township Twenty -eight (28) Tax Parcel No: ......... ........................ North, Range Fifteen (15) West. This deed is given in consummation of the Land Contract dated April 16, 1991, recorded July 1, 1991, in Vol. 907, page 585, Document #471116 and Assignment of Land Cotltrai t dated June 1, 1992, recorded July 6, 1992 in Vol. 958, page 196, as Document #485537 and Assignment of Land Contract dated June 1, 1992, recorded July 17, 1992, Vol, 959, page 501, as Document #+85988. �a0, This ---- .not---- ..... homestead property. (is) (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging And ... . ... _ - ...._ ... warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except all easements, restrictions and rights of way of record. and will warrant and defend the same. Dated this _. -Y- ...... - - -�. day of . -- .. ,� _. -- 19 . " . s EAL) 11Z .. -- (SEAL) ;;Eyrriest ron rA rson, True Brenda M. Anderson, rustee a:_Frances _C_- .Anderson -Ernest. -A.. .L L. Frances _C._An- derson Family Trust Family Trust (SEAT.) _(SEAL) -- _. -- -- ----- - - -- - -- --- - --- -- . ...... ...... - - - .._._. -._. _ - . -- - - --- --- - -- - -- AUTHENTICATION ACKNOWLEDGMENT Signature(s) )rends.- M,__- Anclgr_or►,- _Trustee STATE OF WISCONSIN Erxlest.Aa Era ns- e- 5- _E4 M i ly Trust �' J( - -- -- - --- County. JIJ� , 19.9u ers ally came before me this .�{-- �.7 - - -- -day of au a n Ica s y �p X 19,&Y.. the above named I -- --- - - - - -- - -- - - . Byron. - -. -- dsxsonw__T.r_usl:ee_- Ernest_At �...R9 ett _�1,.._ Richardson - -- b - -- Frances... C- .- . And ersQn._Fami)y..I_r_.ui - -. -- TITL : ME BER STATE BAR OF WISCONSIN (If not, --- rt < ', •- ---- -- ---- -•-••---- ------ __.:. authorized by $ 706.06, Wis. StatsJ . >.` 1 - to me knov�ft�tM �1>e �r{son _- .--- - - - - -- who executed the I foregoin rl>js�trpin nt`;and: acknow the same. + ( THIS INSTRUMENT WAS DRAFTED BY • � • Y • .,• '1►'�Gr .... .... ....... ... II ERT J. RICHARDSON �r _ Attorney- at Law r� SPr9 . alley...11" 1 5-4 A r ' i ._ -. Coun Wis. Notary Pvlili (Si- ,natures may be authenticated or acknowledged. Both My' Comlrtissl As�I)e m etjt. - (Tf not, state expiration !) are not necessary.) date: ---- • - -• - -• -- - - - -., 191 -5__.) ;) Names of persona sinning is any caps. -ity should be typed or printed below their signatures. STATE BAR OF WISCONSIN Wis nsin Lal Blank - Co. Ina ^ WARP ANTY DEED FOR No. 7 -1985 _ Milwaukee, eaWiFORM TV Rfl(Iflf. .rte ., �� SPECS t1lGlitlGtlTS MOM Nuniez: M4R60 -WOl Unparalldea style at any pace Squats footage• 1768 sq. fL Snormowi, beak and open Great Room &&oom�: 3 • Bath: 2 Dramatic 6kal Entry s. ^ ivaemo'ona : 30'- 0" :60' -0" Oversized cla ea mall Bedroom, F 3� e ORO f LL r�r Vii. R `, ,. 1sF' in LLL LLL LLL LC MBR 'LL L r.n t �� _L 13tr ,�L 4� 3 L P- 4 . B id Lh• _i LI L '+ Li LL LLL L - /r ZI GARAGE \� ORIOIN�MaE i ,. ~ ( I�V Li�LCLLLL LLLLLLL ', 1 IL kN i ` —• STl1li�' � r'ti• -4- {I ru� X ! W O H S S-t rn L _ - - Mm 'MS SV 31� '� S31?JVA � F 1 - S"WW mom m No cmyw Yom Mom O U to co r i g r w 1 1 °J I 1 t ro b t? < o +� I { I I I 9 s vi t o for 1 10 _ I ipr" { i r € l i L -- — — — — J_J I R tS 4 � s x A-.4L a . . b T tai_ C_,A00 CERTIFIED SURVEY MAP [ 7m PART OF THE NORTHEAST 1 \4 OF THE SOUTHWEST 1 \4, AND PART OF THE SOUTHEAST 1 \4 OF THE SOUTHWEST 1 \4, OF SECTION 13, TOWNSHIP 28 NORTH, RANGE 15 WEST, TOWN OF CADY, ST. CROIX COUNTY,WISCONSIN. �paaa /„ North 1/4� Sect. 13 -28 -15 / PREPARED FOR: UNPLATTED Found 1" Iron Pipe EBENEZER OAKS, INC. v) PO BOX 70 ANDS I Ln I WILSON, WI 54027 ( OD � I N; N89 "E 623.70' I 1 590.70' 33.00' I centerline i s I 1 N UNPLATTED z o �� /c i w 1 0 0o l LOT 1 I I N LANDS LA n i N �N Ln I00 N 311,960 sq.ft. �' ; III N I I I� I M w ell o 7.16 acres a incl. r — —w � I I N Id house " I III I v' c� I 00 north line _ _ _ _ _ _ _ _ _ _ �_0 0 i of SE %SW 0 295,454 sq. ft. I w I w iv 6.78 acres i-5 w excl. r —o —w LOT 1 590.70' X 53. O' POI C_SM # 1097 S89'48'05 "W 623.70" ., z I I olc �I ct co DRAFTED BY: Joel UNPLATTED A. Brandt o Ln 0 cn M v, o JB SURVEYING LLC South 1/4 v rn LANDS NDS Sect. 13 -28 -15 Found Alum. Cap Note: Each parcel on this map is subject to State and County 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 Town Board for advice. LEGEND 0.........Government Corner (as noted) * •• 4KA. •.,•� 1W o .......... Set 3 \4" x 18 Iron Rebar weighing a 9K4MDT • t minimum of 1.502 lbs. per lineal foot = �' aE1M1M 0ro CR1� ; : > ...Recorded Data M ••;• y North is referenced to the East line of the Southwest SCALE: 1" = 150' Quarter of Section 13-28-15 which bears S ° "W Sheet 1 of 2 (St. Croix County Grid System) 0' 150' 300'