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HomeMy WebLinkAbout026-1126-48-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Buillng Division INSPECTION REPORT Sanitary Permit No: 420679 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)]. - ---�, Permit Holder's Name: City Village X Township Parcel Tax No: Brushy Mound Partnership Richmond Township 026- 1126 -48 -000 CST BM Elev: Insp. BM Elev: I BM Description: Section/Town /Range /Map No: 00 .0 t e PVC - C ST"" 's 0A 1 12.30.18.809 TANK INFORMATION ELEVATION DAT TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Z Benchmark 4 Dosing Alt. BM Aeration Bldg. Sewer t Holding St/Ht Inlet 6 • lg , 6� St/Ht Outlet f TANK SETBACK INFORMATION fo• `� x/'$•29 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic , t � � � Z � i ! 1 Dt Bottom Dosing Header /Man. `�° 97- 32 ' Aeration Dist. Pipe . 3 z•yfl t s8 94,33 Holding Bot. System g. Final Grade IV ' PUMP /SIPHON INFORMATION Manufacturer and St Cover r GPM 3 •� O (• Z Model Numb TDH Lift riction Loss System Head TDH Ft F emain Length Dist. to Well SOIL ABSORPTION SYSTEM g F—( uM� Dig R CH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIME t 3 1 1 61) - 3) SETBACK SYSTEM TO I P/L JBLDG IWELL I LAKE /STREAM LEACHING Manufacturer• / INFORMATION CHAMBER OR Type Of System: / C f t UNIT Model Number DISTRIBUTION SYSTEM L:?-6 ,. 1 C R Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake `t Pipe os Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil I Yes No E Yes __ ]N, COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1:j �t /� / &fP3 Inspection #2: — Location: 1653 Waters Edge Dr New Richmond, WI 54017 (NE 1/4 SW 1/4 12 T30N R18W) Water's Edge Lot 48 Parcel No: 12.30.18.809 1.) Alt BM Description = 5'T• t 2.) Bldg sewer length = - amount of cover = L >;a 3) A- Plan revision Required? I, Yes No 2, 280 S Use other side for additional information. i � 1 4 1 SBD -6710 (R.3/97) /)_ i Insepctor's Signature Cart. 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Q ?cx � IV-eww � c�nma� ^no �' S- Cfb /C �a D 00 i (a b Q eJ q to s S L X33 r �' ##- as b - P� a C � � �CD 4 -_ _ � - EZ1203H ♦�OFPf� ' .r' R' r•`t�- �r�,:�_••'.- •` "Y,� � TTFFTTr 2 4n VTrFr 1 211 t-- ••s ^ Fo FF7 Fs! !FT 4 C ff vv .-11 rr Fr7 7 F V r F Ttv F Tr► rr It Vr For r v F 1/2 Ctrc. vvv rFT F T F Tr• 1 !7♦ 7 rF r7! W VV w F♦ 7 v 9 F♦ FFl Fr ♦lFr FrT F7 rFrF♦ FFFlr FF7Fl�r0� r FTFTFlF W . FrF!r 24 00 8omuet 3611 12 -I /2" DIAL. (typ_) Void Coefficie"t in AgNte given at 57.4% la ma A_ ea 1&JR EL ' C a F, O.U. of 4" PiM - 4.627 it ehes Sidetrai► (2 SdewaUs) * )8.84ifs Void volume per liefear (L = 5 • f 2 ?_ 125iu 1 y = 3.13 O.D. of center Cylinder = )2,5 incbn Bottom Ift 2.00 Void Total Soil Interface Area 14 SQ, volume in aggtegate o B.25ia 3. txrtter cytuda > j5.1 t • _ _' - 5. I • = "_ . j j' t7 Plan � ft .D. of outside cylinders . 12 inn -A22 re Void volume in outside eylindtm m z _ Projected Trench Area � 1n 2 t tl J • .574 ° ,901 1t' Sidewall Height = 12 in. •2 = 2.00 SQ.Ft. Void vol ufft at bottom between cylinders ( 24- his Bt 6 in 3 } Bottom = t 3 . = .00 Sa.Ft. 0.215 - 12ini ry 32in�11 � lt2 fr�. Void vnl ume at Protected Trench Area = 5 Stl.Ft outside bottom corners (in of void volume between cylinders) 0.21 S r' Z > 0.108 0 fiotai void voltune „ 0 r 0.422 + 0.901 -0-215 * 0.108 ° 1.763 tubic ft ! fr Gallant per ft > 1.763 X 7.48 > 1 , 3- aHaat » O 36 x Ca - s't EPA Aggregate Trench System EZZ2g3H Rlrtq• Industric)l Grow 0 65 Ind Pork Rd. Ooklond, TM X8060 F I E t Q120J44-nl SHM. 10! t 11 -27 -01 1 i Wisconsin' Department of Industry SOIL AND SITE E V A L U AT I O N-- R Page 1 of 3 Labor and Human Relations Division of Safety &Buildings in accord with ILHR 83.05, Wi ,,� dm. Code . -� CC COUNTY St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. PI st inct`1t not limited to vertical and horizontal reference point (BM), direction and % of scale or ARCEt D. # dimensioned, north arrow, and location and distance to nearest road. 1 i pe dicey 11 DATE APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REV B o S� CU O �v 1 _ D PROPERTY OWNER: PR LO@1A1} Derrick Construction, Inc. GO . 1( —0 1 , 12 T 30 N,R 18 k(or) W PROPERTY OWNERS MAILING ADDRESS LOT # r8WtW# I !SgOD-fTAME OR CSM # 1505 Hy. #65 48 1 na' } "Brushy Mound I�Sfze CITY, STATE ZIP CODE PHONE NUMBER 1:1 CITY ❑VILLAGE [MOWN NEAREST ROAD New Richmond, WI. 54017 (715 246 -2320 Richmond 140th. St. [ New Construction Use [ -1 Residential / Number of bedrooms 4 [ ] Addition to existing building ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd /ft .6 trench, gpd /ft Absorption area required 1200 bed, ft 1000 trench, ft Maximum design loading rate _ bed, gpd /ft gpd /ft Recommended infiltration surface elevation(s) 96.50 ✓ ft (as referred to site plan benchmark) Additional design / site considerations na Parent material glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem I ®S ❑U KIS ❑U F7S El ®S 0 El ®U El ®U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Roots GP /ft Boring # Horizon in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trench .................. ................. .................. ................. 1 -10 10yr3 /3 none 1 2msbk mfr cs 2f .5 .6 1 2 0 -25 10yr4 /4 none siiil 2msbk mfr gw if .4 i.5 Ground 3 5 -86 7.5yr4/6 none is Osg mvfr na na .7 .8 elev. 99 ft. Depth to 3 ,Y` limiting ? 3 factor +86 Remarks: Boring # 1 -10 10yr3 /3 none 1 2msbk mfr cs 2f .5 1.6 >` 2 2 0 -23 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 3 -84 7.5ry4/4 none is Osg mvfr na na .8 Ground elev. 99 ft. Depth to J limiting factor +84 Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. Ave. w Richmond W 4017 Signature: Date: 6 -20 -2000 CST Number: m02298 Derrick Const. Inc. 1 PROPERTY OWNER SOIL DESCRIPTION REPORT Page? � of 3 PARCEL I.D. # Pending Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 11. .; ..:..........:.: 1 -10 10yr3 /3 none 1 2msbk mfr cs 2f .5 .6 2 0 -28 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 Ground 3 8.88 7.5yr4/4 none is Osg mvfrr na na (.7) .8 elev. 9 9.9 ft. Depth to y0. limiting factor +88 Remarks: Boring # 1 -11 10yr3 /3 none 1 2msbk mfr cs 2f 1 .5 '.6 >' 4 2 1 - 10yr4; 4 none sicl 2msbk mfr gw if .4 `: .5 3 8 -28 7.5yr4/4 none is Osg mvfr gw na .7 .8 ................. Ground elev. 4 8 -88 7.5yr4/6 none ms Osg mvfr na na .7 .8 9 9.8 ft. Depth to limiting factor +88 Remarks: Boring # 1 - 8 10yr2 /2 none 1 2fpl mfr cs if np .3 2 - 19 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 9 - 7.5yr4/4 none is Osg ml gw na .7 .8 Ground elev. 4 2 -82 7.5yr4/6 none ms Osg ml yw na .7 .8 9 9.8 ft. 5 2 -88 7.5yr4/4 c2p 7.5yr5/8 scl 2msbk mvfr na na .4 .5 Depth to limiting factor 82" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) I Derrick, Const. Inc. )ROPERTYOWAER SOIL DESCRIPTION REPORT Page? of 3 )ARCEL w. # pending 3oring # Horizon Depth Dominant Color. Mottles- Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Q'u. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 -10 10yr3 /3 none 1 2msbk mfr cs 2f .5 .6 3 2 0 -28 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 Ground 3 8 -88 7.5yr4/4 none is Osg mvfrr na na .7 .8 elev. 9.9 ft. •t y Depth to 4/ limiting factor +88 Remarks: Boring # 1 -11 10yr3 /3 none 1 2msbk mfr cs 2f .5 .6 4 2 1 -18 10yr4/ 4 none s i cl 2msbk mfr gw If .4 ': .5 3 8 -28 7.5yr4/4 none is Osg mvfr gw na .7 .8 Ground elev. 4 8 -88 7.5yr4/6 none ms Osg mvfr na na .7 .8 9.8 ft. Depth to limiting factor +88 Remarks: Boring # 1 -8 10yr2 /2 none 1 2fpl mfr cs if np .3 2 -19 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 9 -32 7.5yr4/4 none is Osg ml, gw na .7 .8 Ground - elev. 4 2 -82 7.5yr4/6 none ms Osg ml yw na .7 .8 1 9.8 ft. -- 5 ' 82-88 7.5yr4/4 c2p 7.5yr5/8 scl 2msbk mvfr na na .4 .5 Depth to limiting factor 82 Remarks: Boring # Ground elev. tt. Depth to limiting factor Remarks: '8D- 8330(R.05/921 I f STEEL'S SOIL SERVICE Gary L. Steel Derrick Construction, INc. 1554 200th Ave. CSTM2298 NEgSW4 S12- T30N -R18W New Richmond, WI 54017 MPRSW -3254 town of Richmond (715) 246 -6200 lot #48- Brushy Mound Lake This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at t he time the test Was conducted. N 1 =40' BM.= top of 1" pvc pipe C el. 100.00' Alt. BM. =top of 1" pvc C el. 99.55' 45 ykr✓ �.3 , � o d Gary L. Steel 6 -20 -2000 T POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pace — — 'f fg.E ORMA SYSTEM SPECrICATIONS Owner Permit P u Septic Tank Capacity ❑ NA g al Septic Tank Manufacturer � r QS�P✓ -S Q NA m ( DES1 PARAMETERS Effluent Filter Manufacturer O NA Number of Bedrooms O NA Effluent Filter Model pc7 O NA Number of Public Facility Units ❑ NA Pump Tank Capacity al O NA Estimated flow (average) i3 aUd Pump Tank Manufacturer O NA !fin flow (peak). (Estimated x 1.51 VQV al/d Pump Manufacturer O NA Soil Application Rate 5 g alldaV tW Pump Model O NA Standard Influent/Effluent Quality Monthly average • Pretreatnnent Unit O NA Fats. Oil & Grease IFOGI 530 mg/L ❑ Sand/Gravel Filter O Peat Filter Biochemical Oxygen Demand IBODJ 5220 mg /L Q NA O Mechanical Aeration O Wetland Total Suspended Solids (TSS) 5150 mg/L ❑ Disinfection ❑ Other. Pretreated Effluent Quality Monthly average Dispersal CON(s) ❑ NA Biochemical Oxygen Demand (BODJ S" mg/L r- In- Ground (gravity) O in- Ground (peed) Total Suspended Solids (TSS) S30 mg/L O NA ❑ At-Grade O Mound Fecal CoGfomn (geometric meant :51W cfu/1 OOml O Drip -Line O Other; Maximum Effluent Particle Size Y in dia. ❑ NA Other: O NA Other. ❑ NA Other: ❑ NA • Values typical for domestic wastewater and septic tank effluent. Off O NA MAMITENANCE SCHEDULE Service Event Service Fregm ncy inspect condition of tanks) At least once every: monde) (Msndmwn 3 yaws) O NA Pump out contents of tankis) When combined sludge and scum equals one -d*d %) of tank volume O NA Inspect disperse( cedis) At least once every: O monthis) (Mexbrium 3 years) O NA V ~31 Clow effluent filter / _At least once monthlsl eV �'' eatfs) O NA Inspect pump, pump controls & alarm At least once every: O month(s) O NA O s) Flush laterals end pressure test At least once every: ❑ month(s) O NA O earls) Off: At least once '' ❑ month(s) ❑ year(s) ❑ NA Other: ❑ NA NUUNTENANCE WSTRUCTIONS Inspections of tanks and dispersal calls 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 Operate. Tank inspections must include a visual inspection of the tankis) to identify any massing 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 cellls) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent an 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 IY 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 !0 2 months, shalt be performed by a certified POWTS Maintainer. A service repot shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (41011 START UP AND OPERATION page of For new construction, prior to use of the POWTS check treatment tank() for s the presence of painting chemicals that may impede damage the sal dispersal c;el!(s). If hhigh de the treatment process and /or g products, solvents or other have the contents of the tank(s) removed if concentrations are detected by a septage servicirhg operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended 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 and may overload them r esultin g discharge of effluent. To avoid this situation have the contents of the p�P tank removed by a Septa in the backup r surface to restorin e Servicing Operator prior rg power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the controls to restore normal levels within the pump tank. pump 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 Mitts, condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat, foundation drain (sump pump) discharge; fruit and vegetable peelings; gasoline, grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener Mine. 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 property 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 Ones 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. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the 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 BITTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY -A PERSON FROM CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O F M THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAMER Narr>e c c» S Name Phone [ [ Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name Phone Phone f This document was drafted by the staffs of the Green take, Marquette and Waushara County Zoning and Sanitation agencies In compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1). (2) & (3), Wisconsin Administrative Code. f ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND . OWNERSHIP CERTIFICATION FORM Owner/Buyer &Sj4V Nat tj,0 Y S / N1 04 4E-L- l e 7 V EXj_& Mailing Address fl<3 )30,K IVVS . lkZ. et Cq XCOd 13 6JLf .s /O / Property Address `G 5 -3 L.J i -Q3 Cow OrZ - `// (Verification required from Planning Department for new construction) / City/State l�� L " / / Pa rcel Identification Number ' `� Z b -� - v LEGAL DESCRIPTION Property Location 5 C %,, '/,, Sec. L , T N -R ` g W, Town of „` �IL4-0 X14:) Subdivision 06 �t� . Lot # T� Certified Survey Map # Volume , Page # Warranty Deed # _ � Y 7-S - , Volume J . Page # `� 7 Spec house )X yes ❑ no Lot lines identifiableXyes ❑ 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, joumeymanplimber, restrictedplumber or a licensed pumper verifying that (1) 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. 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 our septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of three year expiration date. t _ S NATURE F 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 the prep describe above, by ' e f a warranty deed recorded in Register of Deeds Office. SI GNATURE 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 jq G 1 !l AG. �� .1.31 x.69 STATE BAR OF WISCONSIN FORM; • 1998 KATHLEEN H. WALSH ' REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between David L. Nasear, Grantor, and Brushy RECEIVED FOR RECORD Mound Partners, LLP, a Wisconsin limited liability partnership, Grantee. 06- 03-1999 9:30 All Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (The WARRANTY DEED " Property "): CERT COPY_ FEES See attached Bahibit "A" COPY TRANSFER FEE: 1041.60 � + PAGES: FEE: 2 .00 Reoordin Area Name-and Remm Addrau Hendrick W. Van Dyk VAN DYK, O'BOYLE 6c SUZR, S.C. Post Of&A Boat 127 NXw Ricbrnmd, WI 54017 Pent of QW637.40.000. 026.IOST -MO00 �6:8.10.066 - P"v4 IdsaUd adon Number (PIN) Tbis is net bomWmd property. 'r 4 , C Exceptions to warranties: Subject to all easements, restrictions and covenants of record. Dated thig' 2 8 th day of Maw 1999. *David L. Naser * AUTHENTICATION ACKNOWLEDGMENT Signatures) David L. Naaer STATE OP WISCONSIN• ) ss. _ (,fsttcaoou toa sal qn 'PSIPIIMOMV sa MIOpuogtne oq ,tsar saitueaE►S) C -- M Yog aowo Isod mip aopuldxo oltit 'lou ;D ' �'S `2I�'IIS ' MOW `NAQ KTA. , =ousuuod sl uoltsTsoo 44 :Va TEA 'M *P =H uscaoociM do miss 'oFignd a3LrMa SVM .L98NIf UsSa mu * ( 'gjM'90'90L f 4q p HisxoomM ao Uve as dss xas WaYd - il - .LL I! , orris alp OSPOIN Ottxos pua laamtu°im 1 1 Q UiA 'M :IT.IPUVR 3uto2wo; 0 pomooxa oqM (s)u ot0 oq o f umoot am of p oa= anogg atn — 6t ' o Cep sus p 3eopuagme do ATP s� am otodoq *MID AT[VUOcsog '666T' s d u $Z a a c 3 -• leeilS mmy t w `. D bU a O U 0 0 O ' U N 1 4 , z 'd V Z 'ICI .=4 v y �' O s' f'" O '' uui �i� Q R. t •-+ '� o WO O U to Ln cCt y • • • • aI • • • • • �D u 3 0 � � • 4 DUNG LAKE part of the NW 1/4 of the NW i/4, / 1 SE 1/4 of the NW 1/4. the NE 1/4 1/4, and port of the SW 1/4 of the r W ? ►a�or7elr ~ A TCAF 1f Richmond, St. Croix County, Wisconsin. A Z de s� I •~' LOT s AM TO SIM +6.e,5t M. Fr. + aa AGM � at � t ! 9" T O a SCL fr. us: g1 L14 ACM NOMM 522.70 2ey4e � Y + < o�AU usr -asr t4 Lore — ---- ser74 Lc - .. _ _ sxwat sn FT. ' 11lY 3 -liew 3s074'Oa'E —t om 10 m1 u,E T ATCH LINE / �\ \ -- >7ae�Fr LOT to Lor lo OLWX >im 101AL AV* TUM AMA I sea, sa FL e476e sa FT ; / i \� \\\ ` i - - LOT 7 1 t d ip fq, s e ,000 o r 217 ACES a' / 1 M% * case 1 l AKA 10 WJAM t1K 70.201 SM FT. • . `. :LOT 41 , . r ? �`. ' +� / ?• TOTAL A�Fk LOT 17; / LOTt T �► l > '�: 6a ACM r / -� i ! _ - tO° rEwaet ue,: / 1. � ! r r/ ! '•mil r yl Lor ! -.• TOTAL rT l a� 76aao $ �•• 1 l ..� LOT , LOT 1 e �l q A TO sxae: i 51 t ' t to �'ICet N,E IM ACM mum S0. FL Lor47� )h LE AGM 1 4y p,J TOTAL AM r f >5 # 518'" - ♦ � ACM '�•• \ \ \\ f }� LOT 10 .. i IM 10 am S LOT 1d \ \\ — MA '�A�uc 1 MUM W IMM • 'L \ •� \ � 66An, 0. FL 3M* A; R FT. \\ ' `/ �� / \ 1.60 AOM AKA 10 66Aa761 t/!5 • • ti \ C FFE 1007.0 170.136 S0. FT. .M . •� / ,�p�� Lae AoE6d _ • , • Y y . 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