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038-1036-90-000
n ■ o ■ n 0 � @ E § % ; ;E�2 � CS E 7 � 'Di ® ■ m s 0 ° ) ƒ @ / S . g E %$ §: m w e _ } 00 2 CL \ ¥' M. § $ § 2 t a g m a 7 /§± CL § 7 i k § m loo m \ k ( . F3 § 0 2 n r w ■ i :3 § & % � ' � r� � 7 0 0 / \ C CO) / ƒ E Cr 7 ° �' cn 2 0 \ / z •• I § § o / R C / ( } ! - � _ CD � ■ ° E C. k / / G R w � m q = / z § % m 2 7 z % � . §MCL0 CL � §k&EJ2§ § a. '}�«7� § D of f A n o,J a , Ea0 ID � 7iE =a K CD Q,) r \ \��� ) CD = b ft ƒ\ � k 2& ( B §00 „ ® k % \q� 7�E 2 E9`aE m ) R ■ 0 00 < \ \� �2 . � k � Parcel #: 038 - 1036 -90 -000 12127/2005 08:41 AM PAGE 1 OF 1 Alt. Parcel #: 8.31.18.158K 038 - TOWN OF STAR PRAIRIE Current k 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 JOHN ANTHONY &KATHLEEN FERCELLO 0 - FERCELLO, JOHN ANTHONY & KATHLEEN 2198 100TH ST SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 3962 NEW RICHMOND SP 8050 SQUAW LAKE RHAB & MANAGE SP 1700 WITC Legal Description: Acres: 3.090 Plat: N/A -NOT AVAILABLE SEC 8 T31 N R1 8W SE SE COM 600 FT W & 225 Block/Condo Bldg: FT N OF SE COR N 75FT W TO W LN S 75 FT E TO POB Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 08-31N-18W Notes: Parcel History: Date Doc # Vol /Page Type 08/07/2001 653163 1694/612 WD 07/23/1997 908/114 07/23/1997 442/554 2005 SUMMARY Bill M Fair Market Value: Assessed with: 118832 30,600 Valuations: Last Changed: 10/13/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.090 30,100 0 30,100 NO Totals for 2005: General Property 3.090 30,100 0 30,100 Woodland 0.000 0 0 Totals for 2004: General Property 3.090 30,100 0 30,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division , r — INSPECTION REPORT Sanitary Permit No: 430511 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: i Q Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 3 3 O Permit Holder's Name: City Village X Township Parcel Tax No: Fercello, John I Star Prairie Township 038 - 1036 -90 -000 CST BM Elev: Insp. BM Elev: BM Description: Sectionrrown /Range /Map No: /00.0 /00. 8 /- 2� Q/t2� 08.31.18.158K TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS H �. ( FS ! ELEV ` 6 Septic W ! Z � J rp 5-vi / M2d & /�. d Dosing v r�[ Alt, W 1 , 01D Aeration Bldg. S wer /D Holding ' §t/Ht Inlet .SC '! 416 �¢ Lit TANK SETBACK INFORMATION Ylpt S St/Ht Outlet -1 TANK TO P/L WEL BLDG. Vent to Air Intake ROAD DtInlet Septic Dt B m r yStJ' S'O 2 e �'` r 04 17- 5 1 8'2 -. 1, Air Dosing f ea er Aeration D ist. Pip 46K-%&-e Holding eot. System ' a 1 6 7 , �3 U to 0 Final Grade O-A n Dr 14, 0MJ PUMP /SIPHON INFORMATION Manufacturer Demand St Cover / 5 0-)-, GPM /COT Model Number (.� 3 14 b� ` _ 2.72- /a2 /bb TDH Lift Friction Lo System He TDH Ft (,�,�,Sd- ifs '7, VV it '3. ?� (a. S Z3 Y Forcemain Le t , Dia if Dist. tow ,. 7• t (�/ I IJ SOIL ABSORPTION SYSTEM Jr ki 7. 7 BED/TRENCH Width Length /l No. Of Tr ches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth D U DIMENSIONS / _ l ( �f tQ v SETBACK SYSTEM TO IWELL ILAKEISTREAM LEACHING INFORMATION Type Of Sys t CHAM y W s I / / 5 NIT Model Number: DISTRIBUTION SYSTEM d /° Cr I S (s Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air m ke Pipes) Q � A �7 L / . ) / 24 Length Dia 2 Length - L b Dia Spacing "/ J "T SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded Ic Bed/Trench Center , + /1 Bed/Trench Edges Topsoil 0 Yes �J No _ Yes No kY COMMENTS: # • Include code discrepancies, persons resent etc. Ins ectl #1: In ctl n 2. / Location: 2198 Cabin L e Star Prairie, WI 54026 (SE 1/4 SE 1/4 8 T/3 _1/N,, R18W) �^ 6,Z P __ - 1.) Alt BMDescription= / b� p�U'6"- KAY r" t,�p 2. Bldg sewer length - amount of cover ru.1 --<W ��/ = �• b(G� • S¢,�tr6r ,(� ve .bcr✓ (C rrn air bn cn� M o V+ Su a. � *f si7z e Plan revision Required? l Yes r o Use other side for additional information. Date In tor's Signature Cert. No. SBD -6710 (R.3l97) � t� �u(,.y1�.s.r; Cn.n� t.► Cdr:, "` r i i L 1 / 1 i J I O i r r �\ 1 ! ,til,' /�, / / ! ii i ,-', !', / / //- �, VrILL do PUylpHpllSE TO BE RENCV � E / D I \ � l '.',��g��/`�' M1 \` �` ` \ \\♦ ` \` \���� POWER s ♦ - POLE Tt) a RET. WALL C SE eONC. PE FLOOR i'r( a ss t[E� -9nro y \ W - SWLK I 4OLF. - 12'W VER t\ $ q ` SOUTH INK- 984. t J g . 1 0 ♦. ^��♦ �t APPROXILIATE y tV \����> _ __ `� _- O SHED \ \ ♦� SEPTIC SYSTEM - BE REMOVED I !/ � `,�♦ � \�� � �!� �� `� _ ._.._ _ - - -- - -- -- 2 E t - ��GRADING LIMITS �PyED . (TYP te \���- _w Vii` - -� �` \�• I \ �' S t ��1 -` �; - -� �\ \� \ ♦ '� \ ' - \ • mo t `i � [�- \ � � DRWWAY PROFILE N LAW POINT ELEV + 968.71 HIGH POINT ELEV = 971.19 LOW POINT STA 141241 HIGH POINT STA . 0+5189 PVI STA - 1 +DO PVI STA . D+50 PVI ELEV = 988.39 PVI ELEV . 971.78 y A.D. = 10.48 A.D.. -12.98 K =3.82 K.3.08 40.00' VC 40.00' 4C 0 m SCALE: -- - -1 _ _ -- -�� HORIZ _ 9 )0 Of /83/93 �xi - -- PROP ¢ PROFlLE _ AlowAs _ - -- 131 OUSTING �. LE I Ii - - I 960 ss75u13t rltor i n0 mp. aD 0 0 V n rn rn�i ACS _ _ P all O1 ,p� ACE 0 +50 --`-- - ----- w ACS 0 +00 am 2 r -- �� 2 8 Iit � �rrlra► T�rit Mwii 11113m E) ff owwAm i..�..i.rta.r. UaL WA. � 041 sw..�i • r.ar•� -..� 33 =T C• i ""..` MAR 2 1 2003 103(0 _�S - ao �Gi51L) ; vomm rowm COLIN iY a ZONING OFFICE _ x S s T 3 µ x ,1e llrs li14M4r cmvv f IL m M T!! (o K I 0'D r ✓A Nwwii + Cisrro..nr o f p AZ s'R.rllt••�I*rMei�rs♦ mr�slrMrr••ri. x. a CI ....c.r 0 0 Wd 3 Raw 2Q� -- s. 4et llr lC�ri� i�t l �iwi�'si"a C] a��.�+ sa C3 ommom .t wr+++ as 0 N�. - sa�rrrdiw lerww� "'� it Cl 9* LAW =0 bAwam + ai © WON UA Aso scows a1Ua� Aws M4 i/ Also'• wn4� saris atr+•� ar..�.. � �r pupa" C, ion . ftd VJL WA soft Oka 11.. lim* 1 asp LU V VIL v (No 311004 lumolft sa �ti Agar.. ar.w. Qt, �. x'�I►� =ow lom ftd**NOW e+r- D6,ZG° yz" c..�.r.ta/�..w+i�s+Mrr awl..•+ - 3� - an -¢ tlXn 4A SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all he serviced / mairj •load as per mane omen se :ac rogyirord!!! 'Irll I v as per epplicoble codefordinances.° r/ 6 a V-, S � I sue , ; 5 - � o� �► LOT rasa s. �► " is o e tE S. �o � E�.nti�p COO CI I A S tx� I 1'Yicti� r a� Q �ffi a tY►. El w ��> n�� ti of d0 ; _.. tip �... ` -•. ,...:_.. $144 h et 9 �- F1 COPY -��� Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TD #: (608) 264 -8777 isconsin www www.commerc .wis c onsin.gov .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary March 06, 2003 CUST ID No.220 37 ATTN: PO Inspector 5 p CALVIN W POWERS JR ZONING OFFICE POWERS EXCAVATING, INC ST CROIX COUNTY SPIA 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/06/2005 Identification Numbers Transaction ID No. 843388 SITE: Site ID No. 656275 John Fercello Please refer to both identification numbers, Cabin Lane above, in all correspondence with the agency. Town of Star Prairie St Croix County SE 1/4, SE 1/4, S8, T31N, RI 8W FOR: Object Type: POWT System Regulated Object ID No.: 893541 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption lC'OndS area. chs. NR 811 & 812c LJ P F • A Sanitary Permit must be obtained from the county where this project is located in accordance with the p 9ARTMEN requirements of Sec. 145.135 and 145.19, Wis. Stats. 0 a • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made wit4te SEE CORS designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) 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. I C'AMNAIN POWERS JR Page 2 3/6/03 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. P pP g Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /instal lation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 TITLE DATE:- ► p-3 PAGE OF MOUND SYSTEM FOR BEDROOM RESIDENCE This pfim has been Wqmrod m accordance with the Mound Component MmmW S BD - 10572- 8 nd the Premum Distribution MWWW SBD- I 0573-P. CR. 6/99) (CR- 6199) LOCATED IN THE St 1/'4 OF THESE 1/4 OF SECTION R d-V- W, TOW OF ST CROIX COUNTY, WISCONSIN NDE PAGE I OF 7 TITLE SHEET RECEIVED PAGE 2 OF 7 PLOT PLAN PAGE 3 OF 7 PLANVIEW CROSS SECTION B 2 PAGE 4 OF 7 DISTRIBtiTION PIPE LAYOUT PAGE 5 OF 7 PUMP CHAMBER CROSS SECTION SAFETY & BLOGS 01% PAGE 6 OF 7 SYSTEM MANAGEMENT PLAN PAGE 7 OF 7 PUMP CURVE D FO W 'John , PREP Y POWERS EXCAVATING INC. 1969 185 AVE. NEW RICHMOND, WIS. 54017 PHONE: 715-246-5135 FAX: 715-246-5135 -110mally 'OVED r OF COMMERCE N E I T3 , �. � is c ouo R s tot" ; w Q j r � L rat q & Li � Q I f page .) Of 7 ' ' , t i s • i r Synthetic Cov.ring Distribution Pipe ASTM C33 Medium Sand I Ova Topsoil % Stop Plows d Bad Of �= 2 � Force Main Aggregate D Q. L - - E Cross Section Of A Mound System Using p� F, A Bed For The Absorption Area � ! G • tm Linear Lodi Iate� �ri�l ?T K Ft. L /J Ft. Ft. Position T _._.! Ft. of W J.15 Ft, Force Main Observation Pipe K A B cti. Distribution, O f — 2 '2 Pipe, Aggregate Observ4tion Pipe ' Q+►cho r 3a cm mty Plan View Of Mound Using A rea r A Bed For The Absorption I Distribution Pipe Layout P46e 4 of Place, the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and halos. Emad ** ead of each 10eaal up wills to use of Ioag toss or 43' filing to a poise within six T=wAW dw emir of thr UM&b with a valve,= ed cap or am= Isom Salt for the vaIM beaded or boded lid tiep plug, C. •.kcc�s �LMMM p A M Lab" Lim 2 WAX 1f � 1 -0 h rid,} t ¢Oti.G t?hRCEi *+�lw P Hole, Diameter ! .V I n to _ S Ft. Lateral ' Inch(as) X Inches Manifold .2 Inches Force !fain C Inches # of holes/pipe," Invert Elevation oi' Ft. bLrl lu • ANA b ruMY ut1r not-M tx%vao zw l kv,v mu .,a ,..... r Par n 7 4" Cl VENT PIPE 12" MIN. ABOVE GRADE 8 WEATHER PROOF ? 25' FROM.DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR IfiTAKE WITH CONDUIT MANHOLE COVER " Cl RISER W/ PADLOCK E 6" MIN ---- WARNING LABEL ABOVE G ADE� .—�-- 4 MIN. ' INLET ~ `WATER TIGHT SEALS GAS- TIGHT l 411 zbl. A+Uc? A SEAL , % APPROVED --- — ALM JOINTS 41/ CZ Ci PIPE B PIPE 3' ONTO 3 ONTO � . + t ON SOLID SOIL C � SOIL PUMP OFF ELEV . gO FT. --- ►' OAF *'t RISER EXIT D PERMITTED ONL`: IF.TANK MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS - SEPTIC / DOSE TANK MANUFACTURER: NUMBER - DOSES PER DAY: TANK SIZES SEPTIC ► A GAL. DOSE VOLUME INCLUDING DOSE - 7:5 - o GAL. FLOWBACK: / GAL. ALARM MANUFACTURER: 5j CAPACITIES: A = INCHES = GAL. MODEL NUMBER: 2 INCHES .��• GAL. SWITCH TYPE: cace"C i B - PUMP MANUFACTURER: Ids.W , 03( C = g,7 INCHES = I �. GAL. MODEL NUMBER: '�F1' �c S 3• GAL . SWITCH TYPE: D = INCHES = �`�-� REQUIRED DISGNARGE RATE GPM PUMP 8 ALARM WIRING AS PER ILHR 16.23 WA( VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE %O FEET + MINIMUM NETWORK SUPPLY PRESSURE . . . ... . . . . . . . FEET + l / �--- -�-'- FEET FORCEMAIN X 3, �, FT /100 FT. FRICTION FACTOR ' . . FEET3� TOTAL DYNAMIC HEAD 2 3 INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ; WIDTH ; DIAMET LIQUID DEPTH i POWU OWNER'S MANUAL & MANAGEMENT PLAN P �Page - - L Of ECVM ME �R.E oRMa s>►SM s� Owner t? nk �? O Ta Mowfacum t w k �o is O D NA Pam�it � 0 Dom D Nolte vol. s gel sr < NA OBI PARI►METERS Tank Manufacturer '�'S' r"- 0 f�irru6er of Bedroom Q I* Dose D vol. j gal Number of Public Facility tJrdis Effluent F ilter Maaftrfacturor !�p�Q 0 NA Estimated taverege) flow fD o Effluent F ter Model p Design (peak) few - (Estimated x 1 .5) p p pump Marwtachxar UL0 Q NA S Appilc tan Rate Motel W Stantfard Quality Monthly pn tenant Unit a NA Fats. Oil & Green (FOG) 530 mg/l. � Sarnd/Gravd F D Neat Filter &o�mical Oxygen Demand (BOD 5220 Rgll. (7 NA E3 Mechanical Aviation D Wetland Total Suspended Sands (M) Al 50 MOIL D Disinfection O Ottnef: Pretreated Effluent ttY Monthly enrage Manufacturer Biochemical Oxygen Demand (804 530 nrgR. Dispersal CONS) 0 NA Total Suspended Solids CM) S30 mglL © NA D In-Ground (may) O krEiround 1preSsurued) Fecal Coliform tgacunettic mean) 510` ~00m1 0 At -Grade /RkAo n Odwr Maximum Effluent Particle Site Y. in die. ❑ NA D Drip -U(n D D 0 N *V typkw for do"Wtic wastewater and septic tank effluent. t>ttner: [a NA allee Ir1AMft�NI1NGE SCHEt)lli�E Srewtn� ) Service Fira�gtesncy (g) 31) 0 NA inspect condition of tank(a) At toast ounce every: � s) out contents of tank(s) C] when combined sludge and scum equals one -tt*d (V of tank volume ❑ NA Pump ❑ when to high water alarm Is W#+nrtsd E]'mortth(s) (Mmdmum 3 years) ❑ NA Inspect dispersal +calits) At east once Ovary: 17 month(s) ❑ NA Clean effluent filter At Iat once every; .' (s1 D s) ❑ NA Inspect pump. Rip' COt{tfOlS de alarm At leas once every: ) CI morift Rush laterals and pressure test At Masi once every: Oyearw } DNA Q Other: At least once every: mornh(s) 13 NA D a) 0 NA NIAVIrENANCE HOSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the followkg ticww" or cOrtificst ions: Master Plumber: Maa w Plumber Restricted Sewer, POWTS Inspector; , Maantaier, Sept"e Sari Operator (pumper). Tank Inspections mast include a visual inspection of the tank(s) to identify any miakg or broken hardware, identify any cracks or leaks, measure the volume of combined sludge arid scorn and a check for any back u p or ponding of effluent on the ground surface. The dispersal cells) shau be Y 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 an the ground surface may utdi�te' a failing Condition and requires the irmcradiate notification of the local regulatory authority. When the combined accumulation of sludge and scxun in army tresurient tank equals o (Y or more of the tank volume, the entire contents of the tank shall be removed by a %vtage Servicing operato disposed of in accordance with chapter NR 113, Wisconsin Admin Cote. All other sarvkes, including but not limited to the of effluent fitters, nrnectnarnical du pressurized components. pretreatmsn units, and any servicing at intervals of 512 months, shall be parfodmed by a certified POWTS Maintainer. A service report shell be provided to the local regulatory authority wfttdn 10 days of cOMP101iOn of any service event. GMw t2iazl i r START UP AND OPERATION p o f For new �rwtruction, Prior to use of the PC)wT5 escic detected tt(sl for the pr Of have tM contents econtents of t and/or damn" the soil �msal cats}. Ong Products. solvents or other fs) removed high redOM are System start t ro a operator P to use. occur when sod conditions he are fnaaan at the intihrative surface. Moing be ilia +ged to t � MY fill above normal highwatar levels. when power Is restored the exces wa t ew e of Wit, h avoid tt t COWS) one large doss and MY overload them resulting in the backup of the purnp tank removed by a or surface to rostOring power to the eftivont p ump or a PkxrA r or POw TS Meuntainer to assist Oparator i re s to store nornsal levels within the pump tank. y the prior Oo not drive or Park vehicles over tanks and the a within 16 feet down slope of dial a ab rI not drive or park over. or owe dnMxb or pct. rses ant► mound or at -made sob area. Reduction or elimination of the following from the w� shearrt POYYTS; antibiotics. baby wipes: cigarette butts. corldorrls; Cotton MOV swabs; OMe the performance and prolong the Crfe of the foundation d rain p�1 urge ult fa and yep le �°a°m`% dental floss; dim. dlsinfsc a a; fat; Painting pro,* ; Pesticides; sw ' i � tampons; and tampon and watef so brine e' lawbicides; meat screw: medlcatiora; oil; A Men Y eural S Permanently taken out of service the fdlo compliance with dtapter Corerm 83.33 � Y +ra that the system is • AB Piping to tanks and Pits shall be "connected end the abandoned Pipe openings seabd. a The contents of all tanks and pits also be removed and PmPaIY disposed of by a SePta9e g Operator. �, gravel a' another inert solid a After pumping. eU tanks and pits w. meted and removed or then- covers remote and the void space filled with CONTINGENCY PLAN If the PoWrS W ' and cannot be repaired the following des hays bean, or must be taken, to pro vide a code compliant system: ❑ A suitable replacement area has been evakratad and may be The re ut sy ilized for the location of a replacement soli stem. placema be Protected from ba ne and � and should not be it tr V0d` by by reg1*1 setbacks from fie, lot fines and walls. result In the need for a new sod and site evaluation to es4�eh a suitable Failure to ar ea. t. tJta area vs ill cofnply with the rules in effect at that time. r�ement area. Replanernent systems must ❑ A suit" r ep lace ment area is not available due to setback logy a holding tank maybe wed as a last rsavrt to ce WkVor the $oil limitations. Barring advances in POWTS E3 The she has +sPlace the fwd POWTS. not been evaluated to identify a suitable repieogment wee. Upon failure of the POWTS a soil and site evaluation must be performed tofocate a suitable replanament area. If no replacement area is avallabie a may be installed as a laet to mph" the failed POWTS. tank �( Mound and at -grade SO N absOrPlim systems may be reconstructed in Plan follo Infiltrative surface. Recor"twtfons of such systems rnust u o� of the biomat at the < <wA NWG> > V with the miss n1 effect at that lima. l umc. PUMP AND OTHER TWATMENT TANKS MAY CONTAMi i A . PUIUP OR 01"M TIRFATMROT TANK UNDER ANY S ASR NI�CIEI1tT OXYGEIH. DO NOT i QN FROM THE N1TMOR OF A TANK MAY SE WMXT �SSIBIE. (STANCES. DEATH MAY RESULT. RESCUE OF A ADD1flOMAL CnasanENTS T IIMSTALLEiR P )1 U tiR11NIfTAIpM Norte � %, N�rae Phone i Phone >£PTAQE SERVICMIG OPERATOR iptt>i LOCAL RLATdRI/ AUTHORti'tf Name ----- Phone E � S r. his docurnet,t was drafWtt by the staffs of the Groan Lake. Maryuatta and wau�►ara Al Is 'alter Comm 83 . 22 (2)(b)11)(dl &(f) and 83.54(1). (2) a< (3), whin A W*A Cade. and Sarkation ads in compliance with Goulds SUL kill�,�� �e Effluent Pump •• G ON 3 8 8 5 APPUCATIONS • Overload protection must smooth operation. Silicon can be operated continuously Specifically designed for the be provided in starter unit. bronze impeller available as without damage. • Shaft: threaded, 400 series an option. " -:— : • Bearings: U following uses: d - ; gs: Peer and • Homes stainless steel. ■ Gasiag fast iron �' lu ' lower heavy duty ball bearing • Farms • Bearings: bats bearings type for maximum efficiency. construction. • Trailer courts upper and lower. 2' NPTdtscharge adaptable • Power Cable: Severe duty and water resistant. • Power cord: 20 toot oil • Mo tets for slide � systems. rated, o • Schools standard length (optional ■ Mechanical Seal: SILICON Epoxy seat on motor end • Hospitals lengths available). CARBIDE VS. SRJCON provides secondary moisture Industry Single phase: • and Ih HP — 1613 SJTt} CARBIDE seat�g faces, barrier in case of outer packe • Effluent systems with i V or 230 V three Stainless steel metal parts, damage and to prevent oil prong plug BUNA N etastomers. wicking. SPECIFICATIONS • V4-'t h HP —1413 STO with 0 Shaft Corrosion- resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. Y.' maximum. • Yt-1 % HP —14/4 STO phase models to guard • Discharge size: 2' NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. fisted models — 20 foot on accidental reverse rotation. � QRWW MWAWft Anacia0on • Total heads: up to 123 feet length SJTW and STW ■ Motor: Fully submerged in _ TDH. are standard. high -grade turbine o7 for • Mechanical seal: silicon lubrication and efficient heat �L ador carbide -rotary sgaYsiticon FEATURES transfer. carbide-stationary seat. 300 n Designed for Continuous series stainless steel metal • Impeller: Cast iron, semi- en 0 eraflow. Pump ratings are Parts, BUNA -N etastomers. op, non -stag with pump- wW the motor manubcturer's • Temperature: out vanes for mechanical seat 104 '*F (40 °C) continuous Protection, Balanced for recommended working limits, 14W (60 Intermittent. s � • Fasteners: 300 series 90 3M Stainless steel. SERIES: SOLI • Capable of running dry 25 so without damage to VM1 scRu components. 70 1 sFT Motor o 20 60 Single phase: _ • h HP, 115 V. 200 V, 230 V, is 5o 60 Hz. 1750 RPM; 14 HP, Z 115 V, 60 Hz, 3500 RPM; S 40 14 HP- 1A HP. 230 V, 60 Hz, 3500 RPM. 10 as Built -in overload with 2 automatic reset. S- 20 • Class B insulation. Three phase: A o • Y2 HP —1 rh HP 200/230/ 460 V. 60 Hz. 3500 RPM. 0 0 0 10 20 3 so s0 To w so too 110 120 130GPM • Class 8 insulation. ' ' 0 10 20 30 mslh CAPACITY 1995 Goulds Pumps Effective May. 1995 nw.�c J EZ1203H Z7203H. TliiT lR .. 1 r O . i . R ► � { ti R ♦R � rT!♦ RR! � 'A', n i ►► Ri! ►r♦ TT .J! i ♦R d Ti► T � i R ► Vw rw iiilRi► !iR ' i R T♦RTrir RRR'Y� ♦R '�' . T R j ♦RRRR!♦ ♦RRR RRIMRR R ♦R R ►R ► ►R Ww ♦lR ►R TT 1 ►RR ♦R _ [ {jj RRf RROR R ►r RrM. R• .w**wwR T ►W•I R ► ► �R ►T ♦i!r► w- 1_ I m { 24 SOMM 36" 36 tiuid„ I 2 -1 f? {, DIA (tyP -) Void C re aeCF{cient to A� - W IM at 57.4%, n S f �� j& 12 E: S t_ 0. D. of 4' pip - 4 .623 inches Sidewail (' 5idewalls} �» 18.84ia _ (( _ 3. Void volume M linear ft, m 3.74 • t 2.31:Sin i?.in 1 ' t t ' tft 0. 117 fN Bottom 1 f 13a1i$ '.011 U.D. oC renter Cylinder = 72.3 inches teHai Seit lattrlace Area 5.14 St1.FT Void volume in aaregmte of cemcr c ylinder ss 3.ia•� d.Y3u t` r 231n 1 t t2atpCt � ( 422 W � O�D. of outside cyhoden - 12 inches { j Void volume In outside Cylinders . 2 • 3. t4✓ aa{ 1' Projected Tresch Area t12ra {3tf `.Sea , 407 t2 Si(fewall Neighs = 12 in. "2 - 2.00 Sq.Ft. } / = j i \ oid volume I bottom between cYh {Iders > �( ' - am � Bottom 36 {n. - 3.00 Sq,FL ( , t2intft 121st ! 12inrfi; �ti.215 0 ' Projected Treaeh Area a 5.00 Sq.Ft. % old vulumc at outside bottom corners (tit of void volume brew 1 i rext cy!{tulers10.215 : _ ll.lOh fN f Total void volume - 0,117 + 0,422 + 7.763 rabic ft r ft i Gallons ! Per ft = 1 76 X 1.43 - x/ r 1 C) tN5 Aggregate , Trench System I Ring , Industriol Group f 65 Industriol Pork Rd. 0 TN 1806O scats; ►�= fzt2a3r!• -rsr s7d�: t al i t�_,7�01 1 OMB Dopwormd o f Ca vwwm SOIL EVALUATION REPORT per, 3 t7bn d Sa�q►wrd errdY�gs a ammomm wm omwa a& was *A w. coat ' I aw�r�p�raat iwsww � 1�t x it wdNS a sYex. Pow �wwt Q,1`0 `► - butaetiwwtiec w�aiiwrrdf�oaraiMnl+ow {�.N id put ' •+�r+�w.aMeloe� err P.a► �� 63$ , /0 36 - 5�F 600 MAR 2 1 q rcbo F w SF w s d / N R 45' w ONiN� c�► �1xr�aRR+wrt UMOR M w roksob"orhoown caea.aww.aar.bm%wvmft DO am mat 0 P1Yaaraueaawd�t_p� f�LodF%ftdr ftftff pptt * IL Q ltowD f* QWAW ed bft o.�w gwamwc ,w,eb,c, Tqmb., :ham wog, .3 �3 -d7 5 - k , rh•�r c � - . � • to s/ 4s PII t#a�gt�rrrl�arM�r. �Muw �Ir► t . tIdMCOr 1i�r� am"* ftft w No w Mona w► tie taebr i . ids, 8R 'fit "m 1 .2 4 ssk w �� , S , g 30 _ < M wSL xwa 7= r=;16a.�1t • E�1dat sz = s �i! wql wa tas < ]o �npR ENO e4whomm +war t�BGt I i mom WA m ffi� mum mm� mm l ♦. c P N P t `Da g- -to 3(o CS -000 ( r �d /,;Lo -� Dr` l l _'/ Coll Co ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer �a ►-� "Z L-e J�L t- Mailing Address so Property Address ` `� 10 �-�� t �► (� b� ✓ (Verification required from Planning Department for new construction) ���, � t�38 - I�o3+a - qS- o ©d or City/State l>' �' Parcel Identification Number o a 03 ° 9a - o o LEGAL DESCRIPTION 5� i . T 3 1 N -R �f W Property Location � /,, /,, Sec. W of Subdivision Lot Certified Survey Map # , Volume �--- . Page # Warranty Deed # 6 S 3 / (o , Volume f� . Page # Spec house O yes ;<no Lot lines identifiablexyes 0 no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and' by a master plumber, journeyman pllimber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in ro operating condition and/or 2 after inspection and pumping if necessary tic tank is less than 1/3 full of e. slud P Pm' � � () �c P P g ( �Y), �P g Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 da s of the three year expiration date. IGNATURE OF APPLICANT 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 e property descnbe above, by virtue of a warranty deed recorded in Register of Deeds Office. IGNATURE OF APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.""" ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 04/04/2003 09:21 FAX 715 246 4948 DERRICK CONSTRUCTION [a 001 FAX TRANSMISSION DERRICK _�� �, .� COMPANIES DA Tom• PLEASE DELIVER TO: eels/ N bra 4 ' -5 Darn& CannereW Conbac*q. uC COMPANY: _ 7<W/ tJ Ca D�l C.- Darft Gootn+dwn Co. kr- FAX NUMBER: 3S �o — 4/40 � cd Dwri,# Consbuc�fon UC Dew moon► Cabk4ft, t.t.0 THESE PAGES ARE FROM: 1 `'' / mYe 5 W S ow ft Mlawn homes, u= Dew "was, Uz TOTAL # OF PAGES INCLUDING COVER SHEET: Hemula&V by oentrx u C IF YOU DO NOT RECEIVE ALL OF THESE PAGES, PLEASE CALL (7]..5)246 - 2320 AS SOON AS POSSIBLE. THANK YOU: 1505 Hwy. s5 ADDITIONAL N IG P.O. Box 445 New Richmond, WI 54017 (715) 246 -2320 FAX: (715) 246 -4948 ALL, IF: Q S www.deMcWWlt =n 04/04/2003 09;22 FAX 715 246 4948 DERRICK CONSTRUCTION 16004 1 Indicate management strategy b checki ✓ the a p p ropriate 9 9Y Y 9 ( ) PP riate box_ P Management Strategies h� 4i - • d Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for''extended, periods of time be stabilized by seeding (between April 1, September 15), or by other cover, such as tarping or mulching. �,� Permanent stabilization of site by re- vegetation or other means as soon as possible • *' (lawn establishment). Indicate re- vegetation method: eed 'S • d Other -� y Expected date of permanent re- vegetation:.. W.. 3 +a; ` k, w Re- vegetation responsibility of: a Builder" %Owner /Buyer '' ' ` "' • Is temporary seeding or mulchin anned if,.•site is not seeded by P rY 9 P s Sept. 15 or sodded by Nov_ 15? ^Yes ❑ No ,. Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement Trapping sediment during de watering operations. Note: Sediment -laden discharge water from .pumping operations should be ponded oy? behind a sediment barrier until most of the sediment settles.out. Proper disposal of building material waste so that P P 9 ollutants and debris are not carried p off -site by wind or water, Fi ^, Maintenance of erosion control practices. Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the height o f the barrier. Breaks and gaps in sediment fences and barriers will be repaired imme- diately. Decomposing straw bales will be replaced (typical bale life is { three months). All sediment that moves off -site due to construction activity will be cleaned u before the end of the same workd p y . ? All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. "Y? All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. 04/04/2003 09:22 FAX 715 246 4948 'DERRICK CONSTRUCTION 16003 EROSION CONTROL PLAN CHECKLIST - ~ ` Check (✓) appropriate boxes below, and complete the site diagram with necessary information, ty Site Characteristics `R ' North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways_ Location of drilsting drainageways, streams, rivers, lakes, wetlands or wells. LOCatlon Of'$ol7n Sewer inlets. Location of existing,.and proposed buildings and paved areas. The disturbed area ch the lot. y - ,'`'a Approximate gradient and direction"of slopes before grading operations. Approximate gradient and direction of slopes after grading operations_ Overland runoff '(sheet flow) coming onto the site from adjacent areas. - Erosion Control Practices Location of temporary soil storage piles. Note: Soil storage. piles should be placed behind a sediment fence, a 10 foot wide . vegetative strip, or should be covered with a tarp or more than 25 feet from r any.downslope road or drainageway. 'r Location of access drive(s). Note. Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide FyMi i -., and 6 inches thick. Drives should extend from the roadway 50 feet or to the "a house foundation (whichever is less). Location of sediment controls (filter fabric fence, straw fence or 10 -foot -wide vegetative strip) that will prevent eroded' soil from leaving tide site. Location of sediment barriers around on -site story sewer inlets. Location of diversions. Note: Although not specifically required by code, it is recommended that concen- trated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow)from adjacent areas greater than 10,000 sq ft should also be diverted around disturbed areas. Location of practices that will be applied to control erosion on steep slopes,(greater than _ 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or seeding with use of erosion control mats. Location of practices that will control erosion on areas of concentrated runoff flow. Note: 'Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year round flow). Location of other planned practices not already noted. 1+ 1+ 11 1 ! •+ 1 1 1 r� 11 s � to I . .. . .. - . 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MEEMMMEMMMMMEMEE■ MEEMM■MOMEEw MEEEEMENN ■■ MMEEMMEMMMEMMMEMM Q _ EMENEEMEMMEEEM�No MEMMEMEM EMEMMMMMM E� iiiiiiiiiiiiii iiiiiiiiiiiiiiii IIN ii - MEEEEEiwwwwwMMMEw MEO MMMr MM MMMEMwww ,.., ■MEEMMEEMMMMMMMM■ wwiwiMEwMEwEMwwwM ❖.• . MEEEMMMMMMM■MMEE■ EMMMEM '•,. ■MEEMEENOMMEEMMOM MEEMMEEMMME NNOMMOMEEMNEOMMOM MENEMwMM ■NEMOMMOM ST. CROIX COUNTY f, WISCONSIN ZONING OFFICE :�\ / / N / / M ■ N / � rn ■.. ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road •�• - .�:.._� ---��— Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 March 24, 2003 John Fercello 2220 Dell Ridge Avenue St. Paul, MN 55119 -5002 Re: lot #158(K & L) Dear Mr. Fercello, On March 21, 2003 this office received a sanitary permit application for the above listed property. Buildings and lot improvements must meet or exceed setback requirements as per St. Croix County zoning code. Measurements must be referenced to the Ordinary High Watermark (OHW) of navigable lakes, ponds or flowages, as per St. Croix County Zoning Code. The residential structure appears to be less than seventy-five (75') from Squaw Lake. The OHW must be established prior to the issuance of the sanitary permit. An erosion control plan (enclosed) must also be submitted showing the methods that will be used to prevent transportation of soils to the lake. The house location must also be staked for verification of the seventy -five foot setback to the OHW. St. Croix County Zoning staff will then visit the site to verify setback requirements and erosion control issues. The sanitary permit cannot be issued at this time. Upon verification of setbacks and approval of the erosion control plan the sanitary permit process can continue. Please contact me with any questions or concerns. Sinc rely, Kevin rabau Zoning Technician Enclosure: Erosion Control application Cc: Calvin Powers, plumber ✓file I NELSON. PLUMBING PLUMBING & SEPTIC SYSTEMS 122 E. Summit Avenue Ellsworth, WI. 54011 (715) 273 -4444 • (715) 273 -4446 - ;pl tog • ©, s�3 1. •� 1. s: as z. s.9'( Z• - 4• 5c . 9.3�- • 9.� G's .qy- - � 1 ` r h �47 �a y 1 . . lb s • NELSON. PLUMBING PLUMBING & SEPTIC SYSTEMS 122 E. Summit Avenue Ellsworth, W1.54011 (715) 273 -4444 • (715) 273 -4446 I NELSON PLUMBING PLUMBING & SEPTIC SYSTEMS 122 E. Summit Avenue Ellsworth, WI. 54011 (715) 273 -4444 • (715) 273 -4446 �w. = t. t $ +-- ( 00 .6 t44.18 f r � • t / f i _ l> g S iL 17. /y• rS' ev- -.CjCj ti,go `1§771 ran ��•30 7 d _ lZ n LLB 3 - 7 Al �3 `� I rb D lbw rvi - /ir . , of t+w oZ r �.�r l u � v at 00.7 R57/ Z su y� • st �` a� I ^J, Koic� 7C f clean, a�NN pwIIVD I Do — 6eNc\nynZ2k ' �`vYv►,r�vm cap 1N,1 coNcrete b oa t Iau ;ub �,1t� tOt.tc� (0.43 O N. l� t 00.5$ t 10,0 2 1 02, C - 7 COK*S e2 k . a g W , , 1 1,98 1 2. 0 1 3�7 13 to,Z S�ike 1+� �owe c 77 4 {�CPO c r N A rw g tr c� r pp u�M ` t' � w �� • � J o� T c CAD �zc ° ° v PS -7. Ilp '_ sots «tLt r f`Scr/� i'aa Low } Q ` KJ_ i ;X d,;i, S , 4'`a ` a°S�'�,` 3ca � . 0.3 �r ao 66 _ J~ Alt A 6t t4 E (r O o : !eols pw , I ' a , (` p"44 �. -�r -. , J _ N • Cond APPS I J SEE CORR Z V -- l ,051 �C M v p., M r o q• .J � by 3 OD NIL W �►� N�l �' Q o .- U C) a0 a o,� m Op. OD p OD tO it) LANE /N i CAB OD to N },; h d M r • A OD aQ w M r r� 7 a' s ?� o y t LL -1 3 a I 1 • i l 1 00 L4' I W o w W CJ O Ui r p X U a� .0 Q -N ( I J n0 ` � � 8 h t 1 � g J$ 1 1 QU 1 Ad ,4 9j ti ���► M � n e � N aa;s 1 I I ' Ci r - [X<:l ,- ° o zW N U- LL "' ' ° oz �z I- ° 1 ' J h ,arGwl � Q ILi 4 � M � �1 .o , o ��. V► e � J I r � 3 t ci II it li DOCUMENT' NO. WARRANTY DEED STATE BAR OF WISCONSIN FORM 2-1982 KATHLEEN H. WALSH' REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD H rvqy a .. tma _a single pe rson . e .. -------- --------_----_------------ ....... . �i.er ....... .. ........ .. . . 08-07-2001 9:30 AN ........................... .................................................. ....................... WARRANTY DEED . . ..... ----------------------------------- -------------------- .....•....•••...............•.• ..... ..•• ...•. EXEMPT # ........ I --- ............ ......• .. .................. .•.............••..•......•••...••....•• ...• .. CERT COPY FEE: conveys and warrants to .... ).Phn.. ARftqy. _ EQrqg 1 - 1 _Q. _@M - _kth 1 COPY FEE: _.h.us.b_an_d _.amd _w ife. - -as.. j.o int. -tenan t s ..... TRANSFER FEE: 108.00 RECORDING FEE: 12.00 ............................................ .................................... ......................... PAGES: 2 .................. ------- ....•........ ............... ..................................•. ....• .• .. ........................................................ .......... --------- ......... ......... .......................... .................... __ ------------ .............................. RETURN TO Eckberg Law Firm ............................. ------------ ........... --- 1 ............................ 1835 Northwestern Avenue . ...... ....... .................................... -----_---------- ...• ... ......•....... I , the following described real estate in ...................... .... St. Croix S ti l lwater ..................... county? ti lwater MN 55082 State of Wisconsin: 8.31.18i158K Tax Parcel No: .............................. o 3911036 - See Attached Legal Description it it Ii is not This ---- ---------------------- homestead property. 1, (is) (is not) Exception to warranties: Datedthis -- ---_------------------- ..................... day of ... ................ ------------- - ------- xw. 2-00.1 ---------------------- -------------------_-------- _ ...... (SEAL) -- ----------------- .... (SEAL) Harvey E. Zier man ----------------------------------------------------- ----- -------- -- --------------------- _ --------- ----------- ...... .................. --------------------------------------- (SEAL) -------------------------------------- ------------ - -- (SEAL) ------------- ......................... ------------------ --------- --------- -_-------------- ---- AUTHENTICATION ACKNOWLEDGMENT Signature(s) ------------------------------------------------------------ STATE OF W4-S !I c .•::I1 ...�.�.... i.�� 42f 1, 1. - '4 v1M1 YY4V.•l -. 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NISNOOSIM do R� a alvils laaal alq :51ZbItL I ---- uosa � [6ii �s p UQWj.Aa tZ Xan,�_ pH -- - - - -•- ----------------------------------------------------------------------- autleu ano le a To Rsn / stgl auz aao ;aq auxleo ATtleuosaad -- - - -- gT ' - - - - -- 70 Alep-- - - - - -- stgl palleatluaglnv A uno �? �� ss l O `' ,L�'2� II Vol.1,694PAGE : The parcels located in the SE 1/4 of SE 1/4 of Section 8, Township 31 North, Range 18 West, St. Croix County, Wisconsin described as follows: Commencing at a point 580 feet W and 225 feet N of the SE corner of the SE 1/4 of Section 8- 31 -18; thence W to the W line of the SE 1/4 of the SE 1/4 of said Section 8; thence S at right angles to last mentioned line 75 feet; thence E at right angles to last mentioned line to a point directly S of the place of beginning; thence N 75 feet to point of beginning, including all riparian rights between the high and low water mark on the portion of Squaw Lake lying and being contiguous to the real estate conveyed herein. Together with the right of ingress and egress on the trail located over the premises of the party of the first part from the town road to the N line of the SE 1/4 of SE 1/4 of Section 8, said Town and Range, by vehicle and by foot. Commencing at a point 600 feet West and 225 feet North of the SE corner of the SE 1/4 of Section 8- 31 -18; thence North 75 feet; thence West to the West line of the SE 1/4 of SE 1/4 of Section 8, thence South along said West line 75 feet ; thence East to the place of beginning. Together with a roadway right to extend from the East line of the above described property to the trail now located across land owned by Arnold Brevold and John A. Johnson; together with all riparian rights and subject to the right of way for tree trimming purposes to Wisconsin Hydro Electric Company recorded in Vol. 320, page 272. Commencing at a point 580 feet West and 150 feet North of the SE corner of the SE 1/4 of the Se 1/4 of Section 8- 31 -18; thecne North 49 feet; thence East to the East line of said SE 1/4 of SE 1/4 of said Section 8; thence South 49 feet; thence West to the point of beginning. Subject to easement heretofore granted for purpose of ingress and egress. Commencing at a point 580 feet and 199 feet North of the SE corner of the SE 1/4 of the SE 1/4 of Section 8- 31 -18; thence North 26 feet; thence West 20 feet; thence North 62 feet; thence East to the East line of said SE 1/4 of SE 1/4 fo said Section 8; thence South along the East line of said SE 1/4 of SE 1/4 of said Sectin 8, 88 feet; thence West to the point of beginning. Subject to easements heretofore granted of purpose of ingress and egress. } • N �l 1 ( row VN �%� o Fr t li D r � g. Tr ji 0 Al i N --1 n ? rr G) c (- x I 00 M C < --n C fV mz o m o <. w 1 37.00 � �, tiGaT ST r to � I o w � CA a U1 QU k a OD 2 IOD ' 75` 7 5` 75 � _ •. 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