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HomeMy WebLinkAbout020-1380-40-000Wisconsin Department of commerce Safety anA t3uildir>~s Division GENERAL INFORMATION PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) Personal intomiation you provlce may oe usea for secondary purposes [Privacy Law. s.15.04 (1)(m)) Permit Holdei s Name: ^ City ^ Villagge own of; vliller, Sam Hudson~ownship CST 8M Elev.: Insp. BM E ev.: 8M Descripti n: o D o 3 `~ ~ f TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic r ~~-~ Aeration Hol ing TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. vent to Air Intake ROAD Septic / 7 ~~ z ~ ' NA aV~r NA Aeration N olding SOIL ABSQRPTION SYSTEM ir~l _ `_ ELEVATION DATA ourtt~: Croix San' 3 4130 t No.: State Plan ID No.: Parcel Taz No.: O- O-~a-oo0 STATION BS HI FS ELEV. B~h~k Z . Z oL . V ~ ; ~ ~. Z Bldg,. Sewer ~'~? _ S/ Ht Inlet Z ~ 2- L O ~S / Ht Outlet b q Z HeaderlMan. ~/ 0 ~~• Z Dist. Pipe '~ l2.O o 0 • b L Bot.System ~- l3•oz. 9•G z F' I Grade . ~ ~y l~-L .,~ .~ /_ 6ED / E Width / Length No.Of Trenches ~ ~pIT No.Of Pits Inside Oia. Liquid Depth I N 3 Z DIM I N SYSTEM TO P/L BLDG WELL LAKE/STREAM LEA NG M ~ durer: SETBACK INFORMATION Type O System: (~~ ~ ~( ~ ~O ~ ~ ~zy~l -" OR UNIT M~ um ; DISTRIBUTION SYSTEM Header / Mani o d th ~ ~ Oia ~ , le (I Distribution Pipe(s) Len th ~~Di in ~ ( /~ S 1 x Hole Size ~ I ~ x Hole Spacing / I Vent To//Air Intake ~ 1 ~ / . ng g g pac a. , ~ ~ ~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over I xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges 1[ Topsoil ^ Yes ^ No ^ Yes ^ No COMMENTS: (Include code discrepancies, persons present, etcl ispection #1: ~ / IL / o (Inspection #2: / / Location: 673 Packer Drive, Hudson, WIy 54016 (NW 1/4 SW 1/4 11 T29N R19W) - Homestead-1s/t Addition -Lot 40 1.) Alt BM Description = 1"P ~ ~' ~~iu„`elGu'`,~'` 1 •> SCc GQ,~Q•,~i~ OI` ~/c_e.~ 2.) Bldg sewer length = 3~' / -amount of cover = > [~Z +' cr f-V o h.~- Ca. ~ C/'~ol Plan revision required? ^ Yes ~ No _~- Useother side for additional informration. ~ /Z 0 SBD-6710 (R.3Jg9~ Oat Inspect ~ ignature Cert. No. K PUMP /SIPHON INFORMATION /~\ % .fl/ ~~ r l01 'Lv~ I~~~aS ~~3 , gC.lG~2. Q . Sanitary Permit Application Safety & Buildings Division A In accord with Comm 83.21, Wis. Adm. Code ' 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 ifiSCO/~S~it7 Madison, WI 53707-7302 Personal information you provide may be used for urposcs Department or Commerce [Privacy Law, s. 15.04( ] ~z (Submit completed form to county if not state owned. Attach tom fete fans to the coun co onl forth e n a er not y4t. -I/2 x l 1 inches in size. _ .. .. .. ... r, ~_ . .. ............~.... ' annlication~ State Plan 1. D. Number _. wW,~T C~{2.~[ X. I 38~ 130 I Application Information -Please Print all Information Property Owner Name ~ 1S City, State I Zip Code NV~SoN WI Syol~ II. Type of Building: (check one) ^ 1 or 2 Family Dwelling - No. of Bedrooms : ~._ ^ pubGc/Cornmercial (describe use):_ ^ State-0wned ~~~' ~- 3~~i3'~S'-~7a ~(2~ 3~u~3~7S tit->~a~~b ~R~np~Ffysc.rs:17,1.Fr Location T ~a Subdivision Name or CSM Number Hong s TF,4 0 1 s7_ ~ ^ city ^ Village rr~~ t Town of ~ / N J ~ t Road [II. T e of Permit: Check onl one box on line A. Check box on line B if a l+cable ~ ' A) 1. ^ New 2. ^ Replacement 3. ^ Replacement of 4. 5. 6. S stem S stem Tank Onl Date Issued B) Permit Number ^ A Sanity Permit was reviousl issued 1V. Type of POWT System: (Check all that apply) ~~ r ~ ~ 141~r1b 6/,S^ Sand Filter ^ Constructed Wetland GtNon-pressurized ln-ground L.4,.tc. G ~) ^ Mound ^ Pressurized In-ground / ~ ~^ Folding Tank ^ Single Pass ^ Drip Line C7 At grade Z" ~~'G~fiF}4 S 3 X g i'~S ^ Aerobic Treatment Unit ^ Recirculating ^ Other: V. Dis crsal/Treatmcnt Arca Information: 1 Design Flow (gpd) 2. Dispersal Amy 3. Dispersal Arca .Soil Application 5. Percolation Rate 6. System Elevation Required "Z Proposed E ~"~' Rate (Galslday/sq. R.) (MinJinch) ~~ , a ~ ~ v - o dCt ~ 3 7 -~ /~ ~ ~- l VII. Tank Capacity in Total # of Manufacturer Pre! ~b Site Steel Filbes Gallons Gallons Tanks Cou- Con- g Ir+forn+at.ion -- crate strutted New L"xisting Tanks Tanks ^ ^ ^ ^ ^ ^ ^ ,BABE n14~ ' Vi1I. Responsibility Statement _ !, the undersigned, assume res onsibili ~ for installation of the POWTS shown on the attached fans. p~incss Phone N Plumt>rr's Namc Unint) 1'lumbcr's rgnature~n,~tamps): MP/hiPRS No. Plumber's Address (Street, City, State, Z.ip Code) ~1X. County/Department Use Only Sanity Pc!mit Fee (Includes Groundwater Date Issued Issuing Agent Signan ^ Disapproved rY Approved ^ Owner Given Initial Adverse Surcl c I'ec)~. ~ ~ 12.00 ( ~ Dcterrnination CoG ns, of ;~PProva~ ~f°rrrD"sappr°; a j: C n //~~~ t ~re,~arw•. uv~~ t~ a-~ a.,Q~e-t r~ to Eleeyvation / s ~~ stamps) /I ~ ~~o ~E. STEAD I s ~ AADiT/aiv ~ `'S~Sr~w~ El. = ~r0.50 `. ,, p ~ /4 S,~ iv1 ENT _ Z ~ SD 3 G Nw~ = go ~. ov - - fi `y _ v U t1 ~I ~, ~; u S ~~° ~"~ SIT J ~Q~~E I 3= ~i N I\ A ~~ o ~ ~ I~ Z <ov G,9 ~ ~j~~~~E~ Fi~CT ~ ti 2 `r 0 ~ ~ .~ V n 1~ ~ ~ ,~ , <,~ ~~ So ~."1" ~. L n7 L. ~ ~ '~,~'~` y i9D. 3 ~ ~ r h ~~ ~~ !~ ., ~~ 3.n~, Tb,° of 3/a ;~ ~ f. ~ F"l . /pa , a o ' '~~-z o ~ ` ii ~, ~ -rte w~ ?- r ~~ /a.b~~ ~ 1, = IDS, ~y ~~ ,~-o rv~~ STLAD I s/ fIADiT/aiv ~ ~~ ~ p 2 A~ N A~ ~. ~ /9 S,~ i~~Ek? Z z,- Sty 3 G F-I ..~ ~ _ dol. ov i 1 4 T- - - - _ ~ ~. - ~ '~ i ~ ~ r ~ ~ ~ i- ~~ I NO~s~ '~~ h V; ~ E ~ ~- n 0 M ~! ~ Z M ~" ~ w~2~~~~ ~~V~ ~ u, ~ iLT ~ ~~ / Z..:Tl2~'~lcf~€3X7/,fit ~, 9~ C ~ s -c ~r~vr~ g~~Z s Fq~u ~ r ~. ~_ ~~ \ ~~~/ ~~ ~ ~ dP r~' ~ ~~ ~ S V Zr~o ~ ~~ ~, ~~ ~ E! = /Ob , a o `4 M¢'~ ~~ ~, ~ ~ -r~ ~ T- r ° ~ tl~ `` /ab~~ ~ 1, = ~D i, ~~/ { i E i k l Sc ~`"1` ~. L ~~ L ~~1~ E X90, 3 ~ ~ ' 1306 WisoonsinDepartmentofCommerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings ,,, ,,,,,,,,,,~,,,.e,.,;rh r.,.,,,,, n~ ~nr~ et.., r~ A.C.E. Soil & Site Evaluations County _. Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point {BM), direction and parcel I D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . 020-1012-40 ID# 11.29.19.546 Please print all i Date R g ? Personal information you provide maybe r ( y Law, s. 15.04 (t) (m)). " 1 ~ ~~ ~ Property Owner ~ ,,~,,, Property La:atiai Miller, Sam r \ ~ ''~, \ Govt. Lot NW 1/4 SW 1/4 S 11 T 29 N R 19 W Property Owner's Mailing Addr ~ Lot # Block # Subd. Name or CSM# P.O. Box 151 ~ " " i 40 1st Addition To Plat Of Homestead um er ~~ City ~f Zip o S ~ City `;~ Village Taws Nearest Road x T Hudson 54016 0 ~I9 386-276~~' Hudson Packer Drive ~ i~ is ~rvervi: ~~r ni,c f+' New Construction Use: tial / Numtof~lSedroonts 4 Code derived design flow rate 600 GPD _J Replacernertt ~ lid'Qr ¢oriin¢6~ I . Inscribe: -,..__i,_ fib Parent material GldCial outwash _ Flood plain elevation, 'rf applicable na General comments and recommendations: Do not include silt inclusions as absorption area if found at system elev. while installing system. Increase trench length to compensate for any excluded area. Boring # J Boring ~' Pit Ground Surface elev. 96.01 ft. Depth to limiting factor > 138" in. Soil Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GP DIft2 1 0-8 10yr3/2 none sl 2msbk ds as 2f,im 0.5 0.9 2 8-16 10yr5/4 none sil 2fsbk ds cs 2f,1m 0.5 0.8 3 16-23 10yr4/4 none Is Osg dl , cs if 0.7 1.2 4 23-72 10yr5/6 none s Osg dl i gw - 0.7 1.2 5 75-138 10yr6/4 none s Osg dl i - - 0.7 1.2 Silt inclusion found on east side of soil pit extending from 27" - 50" x 30" in width. Do not include silt inclusions as at-sorption area if found at system elev. while installing system. Increase french length to compensate fora excluded arm. Boring # =~ Bonng Pit Ground Surface elev. 97.05 ft. Depth to limiting factor in• Sal Application Rate Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots GP D/ft' 1 0-16 10yr3/2 none sl 2msbk ds as 2f,im 0.5 0.9 2 16-24 10yr5/4 none sil 2fsbk dsh cs 2f,im 0.5 C.8 3 24-33 10yr4/4 none Is imsbk ds cs if 0.7 1.2 4 33-95 10yr5/6 none s Osg dl ~ gw - 0.7 1.2 5 95-138 10yr6/4 none s Osg dl - - 0.7 J,~ 1 * Effluent #1 = BOD ~ 30 < 220 mg/L and TSS < 150 mg/ * E uent #2 = BODS < 30 mg/L and TSS < 30 mg1L CST Name (Please Print) Sign ure: CST Number James K. Thom son 3602 Address A,C.E. Soil & Site Evaluations ate Evaluation Conducted Telephone Number Osceola, WI 54020 9/19/00 715-248-7767 Property Owner Miller, Sam Parcel ID # 020-1012-40 ID# 11.29.19.54B Page 2 of 3 Borng # ~ ~~ Pit Ground Surface elev. 94.90 _ ft. Depth to limitirxl factor > 134" in. Soil Application Rate i ti D R d T xt re Structure Consistence Boundary Roots Horizon Depth Dominant Color escr p on ox e e u *Eff#1 *Eff#2 1 0-17 10yr3/2 none sl 2msbk ds as 2f,im 0.5 0.9 2 17-28 10yr5/4 none sil 2fsbk dsh cs 2f,lm 0.5 0.8 3 28-34 10yr4/4 none Is lmsbk ds cs if 0.7 1.2 4 34-80 10yr5/6 none s Osg dl gw - 0.7 1.2 5 80-134 10yr6/4 none , s Osg dl - - 0.7 1.2 a, 8 D Silt inclusion found on east si a of soil pit extending from 27" - 55" x 30" in width. Do not include silt irxiusior~ ~ absorptiarr area if found at system elev. while installing system. Increase trench length to compensate for any excluded area. Boring # J Boring -- Pit Ground Surface elev. ______95.44 ft. Depth to limiting factor >130" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots : *Eff#1 *Eff#2 1 0-19 10yr3/2 none sl 2msbk ds as 2f,im 0.5 0.9 2 19-24 10yr3/3 none IS lmsbk ds cs 2f,lm 0.7 1.2 3 24-38 10yr4/4 none Is Osg dl cs if 0.7 1.2 4 38-82 10yr5/6 none s Osg dl gw - 0.7 1.2 5 82-130 10yr6/4 none s Osg dl - - 0.7 1.2 5 Y~~/qo • ~ - - _ Silt inclusion found in Nw comer of soil pit extending from 21" - 53"x60" in width. f2d7.5yr5/8 redox. concentrations observed at interface of sil & surrounding coarser soil materials -not indicative of seasonally saturated soils. Boring # J Boring Pit Ground Surface elev. 95.03 ft. Depth to limiting factor > 128" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-26 10yr3/2 none sl 2msbk ds as 2f,1m 0.5 0.9 2 26-40 10yr5/4 none sil 2fsbk dsh cs 2f,im 0.5 0.8 3 40116 10yr4/4 none Is lmsbk ds cs if 0.7 1.2 4 46-82 10yr5/6 none s Osg dl gw - 0.7 1.2 5 82-128 10yr6/4 none s Osg dl - - 0.7 1.2 * Effluent #1 = BOD 5> 30 < 220 mgll and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. A_ z „~ ~ S ~ ~, - c ff~ (~~2s SYsT~ ~ ~ = ~io~ ~ o ' seY S ifications , ~ ~ ~~~~..~ B~oD~f fu p-e~ : ~~~ ~ , -~ z z ~ ~ 3~ T i M Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In-Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWYS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- Table 1: Svstem Desictn Specifications Sanitary Permit Number 3g 3 0 Number of Bedrooms Design Flow -Peak (gpd) Estimated Flow -Average (gpd) Septic Tank Capacity (gal) I?.~,0 Soil Absorption Component Size (ftz) - b Type of Wastewater Do estic Table 2: Soil Absorption Comaonent -Limits of Reliable Operation Septic Tank Component Soil Absor tion Component Design Flow -Peak (gpd) 2 ~3 ( z -as >- Maximum Influent Particle Size (in) 1/8 Maximum BODS (mg/L) 220 Maximum TSS (mg/L) 150 Tab le 3: Maintenance Scnedu~e Septic Tank Inspect and/or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic t nk and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filte shall be cleaned as necessary to ensure doper operatiop. 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 Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge 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 an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation. in the tank. 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 the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the sepfic or other treatment of holding tank may contain lethal gases, and rescue of a person from fhe interior of the tank maybe difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer S ~- G1~ ~1~t ! ~--~- ~ f ~-- Mailing Address ~~ K ~ ~ Property Address ~ ~ 3 ~ ~ ~C ~ ~- .~ 2 I / ~ (Verification required from Planning Department for new City/State ~ J a s ©Nl W - Parcel Identification Number EF.GAL DESCRIPTION Property Location ~ '/.,S ~ '/., Seca ~, T ~ 9 N-R~ ~ own of ~ t> Y~ S a ~? V-~~. ,~,~, ~.~-,~" j~ ,Lot # ~O . ~bdivision CeriiCed Survey Map # ~ 3 ~ Z" ~y .Volume ~ .Page # 3 Warranty Deed # ~ ~ ~ ( 'Z 3 ,Volume "0 ~ Page # ~ ~l Spec house ~ yes ^ no Lot lines identifiable ~1 yes ^ no SYSTEM MAINTENANCE Impnaiper use an 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, journeyman plumber, restrictedplumber or alicensed 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 standazds set forth, herein, as set by the Department of Cornmerce and the Department of Natural Resources, State of W isconsin. 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 yeaz expiration te. ~~.....~:~ Z ~ (S / p TURF OF ICANT DATE ~. •=:OWNER CERTIFICATION ~•(we) certify that all statements on this form are true to the best of my (our) knowledge the .described above, b 'rtue of a warranty deed recorded in Register of Deeds Office. o TURF OP ' 1'I.YCANT I (we) am (are) the owner(s) o 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 /O S'L'ATE BAR OF WISCONSIN FURM 2 - 1998 WY R~~~'UPA E~S1 ppcs,nlynl Nurrrbar Mark D. Rosencranz and This Deed, made between _--. ---. - -- -- Christina Rosencranz, husband and wife, _ -,- -- _ _ _ - Grantor. -J Sam E. Mueller, a single person, and --- - - - - ---- --- - - - - - --_-__-_-___-._, - -- -- -_-Grantee. ~- Grantor, for a valuable consideration. conveys and warrants Io Cranlee the following described real estate In St. Croix J County. State of Wisconsln: 622 1 23 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05-41-i'000 10:00 RM YRRRfMiTY DEED EXEMPT M CERT COPY FEE: COPY FEE: TRRMSFER FEE: 900.00 RECORDING FEE: 10.00 DRGES: 1 r+,. ,_,,c,. , ...~ Name 0r10 Return Address First Federal. Savings Bank LaCrosse-Madison 201 South Second Street Hudson, Wisconsin 54016 020-1010-60r 02,0-1012-40; and 020-1012-10 _ - ParcW Identilioetbn Number (PIN) This 19 _homestead properly. (Is) (is noQ Part of the NE 1/4 of SE 1/4 of Section 10 and Part of the N 1/2 of SW 1/4 of Section 11, ALL in Township 29 North, Range 19 West, St. Croix County, Wisconsin described as follows: Cotmnenciny at the SE corner of the NW 1/4 of SE 1/4 of said Section lOJ thence East 2739 feet; thence North 610.5 feet; thence West 1419 feet? thence South 544.5 feet; thence west 1320 feet; thence South 66 feet to the point of beginning. Exceptions to warranties: Subject to easements, reservations and restrictions of record. Dated this a ~ ~k'day of April 2000 AUT}iENTICATION Signature(s) (SEAL) /~<~D~!~ ..- _ (SEAL) • RK D. ROSENCRACI (SEAL) / (SEAL) CHRISTINA ROSENCRANZ ACKNOWLEDGMENT f authentcated this day of . TITLE: MEMBER STATE BAR OF WISG (If not, authorized by §706.06. Wis. Stats.) THIS INSTRUMENT WAS DRAFTED STEPHEN J. DUN LAP ~e~N OZ i Hudson, Wisconsin (Signatures may be authenticated or acknowledged. Both are oat necessary) State of Wisconsin, ss. St. Croix Cou Personally came before me this ~~ ~Y of April _, 2000 ,the above named Mark D. Rosencranz and Christina Rosencranz _, to me kn wn to be the person S ho executed the foregoing Inst nt nd acknowledge the I ~ L ~~~- Notary Public. Bute of Wisconsln My commiuion is permanent. (lf not, state expiration date: -~ lD/ao/OZ • ---•) N.nrs or perwns ar8nlna in any up•cny roust oe typed or priNed below rhea sdtnatur+. wnconsin ~y gyyy, Co.. Inc. STATE BAR OF WISCONSIN ,arw,yAN wia WARRANTY DEED FORM No. 2 - 1998 e HdME STEAD IS'f A DDC'K6372S9 VOC. S I~RGE 31 DDiTInN WEST 1/4 CORNER sECTiON 11 T.79N.-R.Igw. UNP4ATTED_ LANDS Y ALUWNUM COUNTY ' 40NUL1ENT EAST-WEST 1/4 LINE OF SECTION 11 589'43'OS~E 1315.4D' a2t.28' = z' ~ aaa.27' _ 1A~ LOT 36 I Q_9ll ~ ~ LOT 35 w ?~ o ~ 93917 Aqc. It ` \ S3 \33 \\®\ 2.07 Ac. $~~ of ._ \ = 90344 sq. it ,~ LOT r' W I b („~g ~ ,~'F H \ ~ /_ ~ h 3.21 <! w ! \ iyo i° \\ ~iJ ~ ti~ 1 }9915 N ~ 3DS.7s. \ ! \ 1 ~ \ Yf ~-_~__®__ \ ~~a ~, - tA 589V2'~8" ~ ` ~ \ 1 \ ~ _-.4B.7Q-gyp ~ Y i \. ~ r ~ ~~ ~ 14 / fl9a7o~eY ACKfR D 1 , _ ` rs 'i LOT 37 / / ~ ~----{}~ e R/l~• / \ \ Z 2.31 Ac. ~ / / ~ ~ i 1 ~lsJ. `~ ~ \ N _ - w 100562 sq. Il / / •~• ~ i / / /. /i ~ ~ ~+ / ~ ~/O j / ~ \ \\ /l / `~k, N77y1,04~ / / i e Q\yP.%~ ~ 371.13• ~ aZ,. an; ~ ~ JJ/3J' , ~ LOT 30 ~ ~ _ . n° n A / 2.33 Ac. ` _ i w h 4 e / / 101344 sq. ft d,~ 1' N m LOT 38 ~ / $ u g / / •3o LOT 31 ; LOT 32 °0 2.33 Ac. 0°1 °/ ` Ti 'p' / •o^ 2.15 Ac. ~ 2.01 Ac. Z 101352 sq. !t M1y~ ~ n/ Z z / /`'~,. 93602 sq. It 87460 sq. ft S89'35'43"E ~ / / / ~,~• LP 1~/ `J 6.22 _ _ _ ~ ~ _ _ ~ ~ B / a 3.79' ~~ - f ' ~ ,~J83.es' ------ - - \ / w +~ LOT 29 - u N897]'14'E 186.53 'r1 a '7YE 1 I \ 1 'G•~ $. 2.79 Ac. pp~1~ eA OLD NOPKINS P.IA \` : '}° ~~' ai7}7 121520 sq. Il N89'7J'14Ti 189.03' r1 s9'R7"E 171.80' .~, \ Hes,.•,. [ x6015' _ ~ ~`• ~ ~O ~ yl+°~ `T7 TS i j- - - - - - - ]5.51' ~ ~ ~` ~ `\ \ \ t ~• EASEMENT DRAINAGE EASEMENT \r~;t° ~5y^ sessraTw xxs.a \ \ ~~ ~ / ~ NWE = 901.00 °sJ \` \\ ~ y, ~ s6951'a3'w sxs ~ .!: • OyT J ~ ~ ~ ~ °% r _OT 6 d p 70' ORAWACE EASE T ~tAp4A19E ~~ ~~ ~ P E.R ~ T~~ ~O ~ ~ '~ -- ~ N ~ HWE 901.00\ 1" R/Vf'~ _ \ ~ ~ \ 19~xx' ~ ~~%. w w _~ / D ~ R ~- W l~Qt• \ ~ \ 46.55. 5611T'aT'w 161.7Y \~. O O l n 7]67' \ ~ ~ 5 EAST 1/a CORNER SEC. 11, T79N, R19w 3' ALUWNUM couNTr MONUMENT 589•a]'OS'E 39]0.10' 31 - ^ Ac. ~ ~ iO sq Il N 7 Abe 18yr~~ "8 ~ • LOT 33 ~ 2.06 Ac. ~ ~ 579 sq. El « ~ y BENCH MARK TOP Of I 1' RtON PIPE Bf ELEVAl10N ~ 893.93' ; 1977 USC9 OAN4 ~6' = ~ r ~ `o VY r - - z ~{ . ~ o .q.• N S89'35 < '43'E I a ~','R i I 99.00' < - 192.75' - 9 LOT 28 + 2.94 Ac. 128127 sq. It ~~~ S4aY6'Sx"A 7386x \ ,~_ \ \ °o o .° / 101 / ~ ~ ~ . ~\ 'S0~ ~~ \ Syt,O z z ,~ 1 LOT 3 LQT 4!0 ~ O1 T 1 \ . ~ ~ ~ ` \?`'~' ~ r 2.62 2.27 Ac. n 1 \ ~ ~ \ ~~ \ \ V L07 27 $ N 114244 s fl 0 98956 sq. fl 91 3 s R \ ~ 33~ \ ~ 33' \ \ ? 7 ~\ 1 I 1 fl 182 4 6 ~ \ IO sq. 9 O /! ~ BENCH 4MK TOP OF 3/s• IRON PW ~ I V S . ELEVATION . 9aa.OD' ~ I I ~ ~ 0 p 19x7 U1i0E DATUM I ~ I ' 0 3 itt ;n w N N 1 -- 749,41' I 1 7' 334,99' I ' I ~; 8 ^ 6 00' I I 697,47' I'Sa"w SOUTH ~ iW 1 4 11 NB9'3SV3`W 1412.E] ~ \ 33 33 \ ~ 9T COPN[R i0UN0 MONUMEN7 A9 NOTED ~, SW CORNER NW 1/ O( THE ~ \ rS2Mi~STE ADQ1TION \ " " ~ o 1 \ rQtir~?e~p_!~Q!?~«'! LOT 1` ~ LOT B T79N. R19w '" Sw t/a 1 1 QII . . \ . . vu4 /ONUMENT u I m \ LOT 7 11 / \ ~ m \ ~ w ~ III LOT 1.4 \ \ a ~ ~ n / ` \