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018-2001-29-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division ~ INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. 'ermit Holder's Name: City Village X Township Ro e, Ashle Hammond, Town of SST BM Elev: Insp. BM Elev: BM Descri tion: /D~ - ~ pp . ~ ~ ~/ TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic yep%'~ / vu Dosing ~ p Aeration ~ ~E Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic y /^~ i I~/ f ~~/ Dosing ~ ~~ ~ ~/ ' Aeration - _ _ ,~ Holding S PUMP/SIPHON INFORMATION (~ /l~¢.,~~-~ `i~%t Manufacturer Demand GPM Model Number ~~'~`~jry J ~(_'J 77 TDH Lift Fricti Loss ~ Syst H d ~' ~ Ft TD g f i 3.3b -.~ ~ - rc i a~n Fo Lent ,1 ~ Dia. ~ /~ Dist. to well / ~ ~ SOIL ABSORPTION SYSTEM ~s/~1~~ BED/TRENCH Width` ~ f Length No. Of Tr DIMENSIONS SETBACK SYSTEM TO P/L BI INFORMATION TYPyey,tOf SY~ / ~ / nISTRIBU21C1N SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 514923 0 State.Plan ID No: Parcel Tax No: 018-2001-29-000 Section/Town/Range/Map No: 14.29.17.893 STATION / v 3/ BS 2 HI . 2 FS ELEV. Benchmark ~~ /~ D Alt. BM~ o y~n -J /D ~~- Bldg. Sew bsz-r4~ S , ~~ 6 y ~ q3 ~~ , S t Inlet, / /~r l3,1~ 93,OS~ S t Outlet ~ ~/ 2 _ /3~So y'aL~Z nlet 13 . S~ 9z. (v Dt Bottom ,_~ ~ 39 ~y~ ~ 3 e a ~ .D3 /~ 2.l 4/ Dist. Pipe r-®~ //~ ~~ N Bot. System ~ /D~ L~+•7 / ./ Final Gr ~ / / St Cover /2.7~- 7/ t,,i/ ,.~hSa ~~0~ ~. ~d 6 ` ~J 's T ~ f/T-. Inside Dia. Header/ nifold ~ Di ~• ~ Distribution 3 • /~ / th 3' S Di ~ // S acin ~ • L x Hole Size x Hole Spacing ~ ' J K'/ Vent to Air Intak / Length a p g a . eng / T Roll CE)VFR ., D~c~~~~rc Cvc4om~ Anly rv MnuntL-.Ar Ot-Grade Systems Q!nly /`-'rZ TiU vtJ Depth Over Depth Over xx Depth of ' xx Seeded/ ods[ed xx Mulched BedfTrench Center BedlTrench Edges Topsoil ~; i~-) . es [~ No ~ No ~] Yes ~] COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #]]~1. ~/~/)_~/ ~~ Inspection #2: ~U /~~ / Location: 1945 County Road E Hammond, WI 54015 (NE 1/4 NW 1/4 14 T29N R17W) F61~~e Estates Lot 29 Parcel No: 14.29.17.89 1.) Alt BM Description ~d~ 5i~t~ / ~o~ ~ "'"""w'~~/~ ~~ ~~ ~l'~iay~Z~ , (!~~ ~" " 2.) Bldg sewer length = Z ~ W ~ ~- -amount of cover = .~~ ~ ~ ~n„~ d~~ p~,~, 1p7.s" 1~-J-o~ w~!l Plan revision Required? ' "I Yes "= No ,yy / ~ f Use other side for additional information. / d0 GC'~~ L-~- Date Insepctor's Signa ure Cert. SBD-6710 (R.3/97) commerce.wi.gov Safety and Buildings Division County y 201 W. Washington Ave., P.O. Box 7162 '` ' i s eo n s i n Madison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.) Depsttmertt of Commerce ~~, Sanitary Permit Application StateTraolsactionNumber In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to th riate Bove f unit is required prior to obtaining a sanitary permit. Note: Application forms for state-o OWTS Project Address (if different than mailing address) subtnitted to the Department of Commerce. Personal information you provide may be used for u oses in accordance with the Privacy Law, s. 15.04 1 m , Stars. ry ~ ~ ~ ~ m I. A lication Information -Please Print Alt ormation V`--a( Property Owner's Name n~ ,/I~ GR E C E I V~ D Parce~ # 8 - z~r' Zq Property wner's Marling Address ~ 2008 Property Location /s ~~ J 1 1 L Q C . Govt. Lot City, S` e Zip Code Phone Number ~~ ~'/., ~f ~ %a, Section ST. CROIX COUNTY (circle one / ZONING FICE ~E T~N; R~ d~ ^.e (check all that amply) lI. Type of I~UCtd2 Lot # _ ~ _ I or 2 Family Dwelling - Number of Bedrooms Subdivision Name 5~b~:~k~ d - Bloc - t ^Public/Commercial-Describe Use tq.~ C r ^Cityof ' ~~~ ~ A • ^ Statc Owned -Describe Us ~ CSM um er ^ Village of ~ J D ~ Town of ~ ~isrA III. Type of Permit: (Check only one box on line A. Comp ere line B if applicable) A' ~ New System ~- ^ Replacement System ^ Treatment/Holdin Tank R lacement Onl g ep Y Other Modification to Existin S stem ex lain g Y ( p ) B. ^ Pemnit Renewal ^ Pcrmit Revision ^ Change of Plumber ^ Permit Transfer to New List Previous Permit Number and Date Issued ' $efore Expiration Owner IV. T e of POWTS S stemlCom onent/Device: Check all that a 1 ~ ^ Non-Pressurizcd In-Ground ^ Pressurized In-Ground ^ At-Grade ^ Mound > 24 in. of suitable soil ,~ Mound < 24 in. of suitablc soil ^ Holding Tank ^ Othcr Dispersal Component (explain) ^ Pretreatment Device (explain) V. pis ersaUTrea nt Area Information: 4 t ~ Design Flow (gpd) Design Soil Application Rate( dsf) { Dispersal Area Require ~ Dispersal Area Pro {~1 System Elevation i r / VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units ,o ;; U d y ° New Tanks Existing Tanks /~~a J'~ ~ o =% 2 .~'~, D = cd Septic or iioiding Tznie _ i ~[ Dosing Chamber ~ZI. Responsibility Statement- I, the undersigned, assume res onsibility for lust anon of the POWTS shown on the attached plans. ?l :-~ .'s ~ me (Pri Plumber' Si r MP/MPRS Number Business Phone Number m - 7s' 3/ ~' ?;:-: ~ ~-' ~ .a res (Street, Ci , Statc, Zip Cede) ~ .!; V VIII. County De artment Use Onl a,---~ -~ Oi;a mit Fee Per Date I sue Issuin gent Signa op m $ `~"' ' ~ Q ~ ~~ ~ o iven Rcaso r Denial t(! IX. Condit~r~~~~pB,~~U~teasons for isapproval ~ /~t s ~ ~ Lp+~ ~ ~ o,nS t Sd~. ~ ~(~- ; ~ 1. Septic tank, effluent filter and ef'+(1_ ~... ~ I ~,,,~~ np~~~ ~.-~ t e ~t"~- I dispersal cell mus all be servic s / malntalned r as per management plan provided by plumber. AN e uir etba k t t b ai ined `'~ ~ 2 t ~ - ~' ~ ~ 6 ~ ~ v ~a q s c r emen s mus e m n . a ~ ~~ - J t y,~ , a~crLC~t2. '- ~ - `'"'":>Pa=. ~ t^."com'pTeTe plans ~r the system and submit to the County on~ on paper not less than a ~rz s r r mcnes m srze o~~ c,or ~ t ' SBD-6398 (R. 01/07) Valid thn: ~ i 09 `t~t].,_ Cl~,~.F~~~. ~ II ~,r- nf~~i,~t/ ~c~,n,s~.~,' /V.~"/~- /j~~%5~- ~ ~: e /~- ~'~~i~- ec'/7t~-/ 1~ 'fie f Q ~i>,~iNrc.i/D - - - -- - --- ~ - - I ~% ~f/ <= fx~ ~ ~ i ter, Y ~ ~ ~ ,~ ~ ~ ~~ 'S _ ~4~ ~~ ~~E~ c ~~- \ ~ ~~ ~7-~ _ .. ' __!.1'S -- -- - _... ____ .__., ____ _ . ,0%CiJ.~rt/~4~ ~.. ~ - ~,.,~ ~ ~ Y •` L~~„f~'i° ~ _ ~~ ~ o~~~~:' _ d~ _ I ~ Ut ~ ' 20 ~ -El " i:,' ~~ _. .c~n/' ~ ~ J~ ~°n:Ct/ l~~.c,~~ /c~, ~f s~,~K ~ ~~13~t~k~,P~.J~ - .C.~ `1~Y,s " s~ ~ ~~~ ~ , ~i 1 / ~~ -7 y .~ ~ / l J _. _ _. _ - I ~~p _ - - -- ..~.3 ' ~ ~s ~ :~ ~ ~ ~ ,/~_ -_ "~ ~' ~ _ p~ a __. ~ __ _. ~_, 1~SL.. ----- - --------_-- - - - _. .. -- - _ ~c~oe~~D--- -- k iJ~(l I l''l. - __- -- _.._ _. _ . 3.,8~ eus,~ _ __ ~ ~l~ tS, _ __ _ ~ ~z~/c~,~ dlT~,~/ - ~° o {'.~'d~ Z°~,L L'r ~~~ yam- /_:t ~i~a. a ~~u.J.n - a7fi'S. ~1l 105 ;'h~S ~ _ _ _ . _ _ - _ _ _.._ _ _ m~aoiJt2.- . _ . _ _ ____._ - - --------- -- ~~/ ~ _ _ __ ~'f3 ~ ._ _ ~ooi ST. CROIX COUNTY SEPTIC TANK MAIIYI'FNANCE pCiRF~MENT AND QWN'ERSI-DP CER'~'tF[CATIOI~T FORM Ovvnr~dBuyer (t Mailiag Address /955 C~~.-t ~d ~' ~icls+/.~-s. ~~ ~S~o 0 2. Property Address /9f~S' /2®~ E i' :. ~ 0 0 2~ (Verification required from & Zoning i)tpnttttent for new eaattiuotion-) City/State ~~ ~/ _ pace] ltientification Number I,p;GAL DFS(7tYP'~'YQN Property Location ~ 1/. , S~t1 t~ ,Sec. ~_. T _~N R~W. Town of ~~ix sn Sutxiivision ~`~'~ ~~~ e!-`.%~+'~-h ,Lot # Cetti~ed Survey Map # ,Volume ~_, ['age # Warranty Deed # .Volume ,Page # Spur lwusc yes ~ ittt lines identifiable ®tto STEM MAINTENANCE AND OWNER CEit'i'IFICAT~O~ Itttproper use and tnaiotenance of your septic ><yuem could result in its prrmaturo failtm m beadle wastes. Pt~opu maitttCaancc consists of Pµntpittg out the septic tads every thttx years tic stttmer. if slaodod. by a liawsod peuspe~. What you Putt into the system c~ra affiect the fneetion of the septic teak at: a tr~tuaeot ~ io the waste disposal system. Owner main mace responsibilities arc specified in ~Gatt>Istt_ 83-52(1) and inChaptu !2 - St Croix County Sanitary Otdittattce. 'Ilu: puOpCrty owner aptees tti submit to SL Greiff Ctrnaty Planting ! Zomag UCpaQttxtent a lxi05CafilOn farm, sigtttA by tbt: awttcr and by a master plonuber. jtmtneytnan plumbcz, restricted plumtter or a litxasod ~tnAper verifying that (1) the oa-site wastewsuer digNtital tystetn is in proper optxatiag oottdtia+ and/or (2) after inepeuitm and pattrpiog (if reeesssry), the septic tank is less than 1/3 full of sludge. Uwe, We Uttdetxigtted have read the above icyuirCmeots and a8tee m maiattin the private sewage dispt~al system with the sttndands stt form. kter+eio, as sec by dte Department of Gotnionnuucx and the Depattma+t of Nattual liesoturces, State of ~Wisoot~n. C.a:~atiun stating tltat your swpue aystan lea been maialaittod otawt Sx ov~opittod aed rem*ncd m titer St. Ct'oex County Plarmirtg & Zonraq Dcpatttot: nt within 30 days of the three yt:ar expiration dean. Uwe certify that all starcme;nts on this form are true m the best of ntyte>ta lmowiedgie. Il~re arafarc dre owner(s) of the Property describeei above. by virtue of a warranty deed recorded in Register of Uxds Office. N ~ s -3 _ ~ ~~ 0~ ~1~e8 SIGNA OF APpLICANT(S DA'YE rss~y 14formaApon t~+t is iscepresented may rtsult in rite 6anirary pe:rmt being revoked by the Pianoing dr Z.oaitp, Clepartmen[_ sss Include' with this applietatiem a recorded warranty eked itvttt the Register of Duods OfTioe end a Dopy of the car~iod sut~rey maP if tufettncc is trade in thu wtnasiney deed. (RFV. ~I05) -~ Z -~ ~ ~ ~ , ~ D ~ -~ (n ~ ~ I 90TH AVENUE ~~ ,t7 -- ~ ~ ~ ~ ~ O O ~ -{ • ~ ~ o 0 0 ~ ~' cz z ~ ~~ F-~y z ~ D = -(, ~ Z t./) r o as ~ ~ ~ N z "~' cS~ ~ --i O ~ : ~ ~+ -,_, .. • ~ ra. ~: 4~r;; ~ ,.. ~~;, k r : (~ ~C7 r . ~ ; Y TED LANDS a ~ 3 ~ ~ D ~ ~ gg' i3" E 1 ~ 78 COUNTY TRUNK HIGHWAY E m _ ~ _ - _ - ~ ~2" E 1178.85' N89'38~ 33"E ~ ~ 95.90' ~ _ - _192.58'- - - - - - 170.00 ~ 148.50NORTH - 1 4 ~ rn ~ D w \ Z -- o 824.00 --- ~ a o ~ ~ CORNER, SECTION ~ -~ ~ 14, T29N R17W ~ D ~ , I ~ , ~ _ -I TI z /~ / ~ ~ ____ ~ ~ __._ ~ W tV O w o ~ ~ _ I I LOT 2J ( vI O~ (LOT 30° ~° O o o~N o!° z rn m ~ I O O ~ ' 118~ 3 F m N1 37683 c.F.~ ~ m ~m C _ T ~f ~ z 3 Ac. ( A I 1 ! p l.FE = 1150.50' In, p LFE = 1154.00' I I ft. A. I ~ ~ N89"59 40 W ~ D fT1 -024 S. F. ~ j N 89'38'33" E ~ ~ ~ 9 8 A c. ~ ~~ ~ ~° ~ 148.50' = 1146.50' I ~ I rT1 L_. ~ cn I rs v - / / ~r O N~7g~6'05" ( I N bc~ I -I N 84_36.25" E - - 03 1 Oo ~ ' - I ~Q~ E~ (n o . 15 620 ~ / ~ ~~ ~ q R /~Q ~ / ' Fgs`c' ~sF N I U1 C ~ I O >~ O : '~ CF NI ao r O w A y,. o ~ I ~ O o v o I~ G7 3' 223.50' 318.50' I ~ o N 89'38'33" E 796.23' ~ W ~ ~00 g N 84'19'49_ E _ _ 17' 233 p ~ E- 'p,9j~ _ _ ~ ~Sf~'F _ _ N 88'19_57" E _ _ _ - 400.13' _ _ _ ~ c~ - - . ~ Nr \ Z ~~ I ~Na Alo p\a~. N I W ~ O N ,.~ \ ~. ~= A If I . commerce.wi.gov i ^ iscons~n Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www. commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary July 07, 2008 CUST ID No. 224263 KIM A O CONNELL K.O. CONSTRUCTION 504 3RD AVE OSCEOLA WI 54020 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/07/2010 Identification Numbers Transaction ID No. 1546504 SITE: Site ID No. 738932 Jeremiah Johnson Please refer to both identification Numbers, 1945 CTH E above, in all corres ondence with the a enc . Town of Hammond St Croix County NEI/4, NW1/4, 514, T29N, R17W FOR: P ~~ .w Description: Mound, 3 bedroom residence COndltl Object Type: POWTS Component Manual Regulated Object ID No.: 1187695 Maintenance required; 450 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade; S i(s~ Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), SSWMP Pub. 9.6 pEPARTMEN DI The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Code and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be construe ORR' and located in accordance with the enclosed approved plans and with tl~e component manual(s) referenced. ve, BEE C 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, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. KIM A O CONNELL • Materials shall conform to the requirements of COMM 84. Page 2 7/7/2008 • Maintain well and waterline set backs per COMM 83.43(8)(1). Consult the Department of Natural Resources for well setbacks and other regulations and exceptions. 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. Al] 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 addressees I rove a copy of this letter to the owner and any others who are responsible for the installation, operation maintenance~f the POWTS. Sincerely, ~ % -~ ~.. ~.~ ~~ Patricia orf POWTS Plan Reviewer , ntegrated ervices (715) 634-78I0, Fax: (7 5) 634-5 50 , M-f 7:45 am - 4:30 pm pat.shandorf@wisconsin.g Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. • t MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: JEREMIAH JOHNSON Owner's Name: JEREMIAH JOHNSON Owner's Address: 1945 CTH E HAMMOND WI 54015 Legal Description: NE--NW--SEC 14-T29N--R17W Township: HAMMOND County: ST. CROIX S u.l~y Subdivision Name: FOREST RIDGE ESTATES ~® Rp` Of~M1 Lot Number: 29 Block Number: a J N Parcel I.D. Number: ~ ~ pND Plan Transaction No.: L~ .~ S-I~ 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 and specifications Page 8 PLOT PLAN Designer: KIM OCONNELL License Number: 224263 Date: 06/12/08 ` Phone Number: 715-755-3145 Signatur . Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SD&10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 4.01 (R. 09104) Page 1 of 8 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) -1.50 Peaking Factor (e.g. 1.5 = 150°~) 450.00 Design Flow (gpd) 4.00 Site Slope (°r6) 99.80 Contour Line Elevation (ft) 19.00 Depth to Limiting Factor (in) 0.50 In-situ Soil Application Rate (gpd/ft2) Distribution Ceil Information 45.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c ore) E Center or End Manifold . - 3.33 Lateral Spacing (ft) 3 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Es#imated Orifice Spacing (ft) _ __.. 2.00 Forcemain Diameter (in) / ~ ~ 165.00 Forcemain Length (ft) 88.00 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 13.05 Vertical Lift (ft) 2 1.84 Friction Loss (ft) 21.39 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 x 1.25 x 1.50 x X 2.00 x 3.00 x Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 10.00 Cell Width (ft) Are the laterals the highest point in the distribution Y network? Enter Y or N If N above, enter the elevation (ft) of the highest point. , 8.33 ft2/orifice Does the forcemain drain back? Y Enter Y or N 26.91 Forcemain Drainback (gal) 59.90 5x Void Volume (gal) 86.81 Minimum Dose Volume (.gal) 22.24 System Demand (gpm) in. dia. o tions choice 1.25 x 1.50 x x 2.00 3.00 Gallons/Inch Calculator (optional) Treatment Tank Information 1000.00 Total Tank Capacity (gal) 1000.00 Septic Tank Capacity (gal) 49.00. Total Working Liquid Depth (in) WEEKS Manufacturer 20.41 galrn (enter result i Dose Tank Information 800.00 Dose Tank Capacity (gat) 21,76 Dose Tank Volume (gal/in) WEEKS Manufacturer Effluent Filter Information BEST Filter Ma GF--10 Filter Mc Project: JEREMIAH JOHNSON Page 2 c Mound Plan View 1- 1 :l -f -~ _~ -1 I ~ ---- _ - Mound Component Dimensions A 10.00 ft E 21.80 in H 1.00 ft if 10.23 ft B 45.00 ft F 9.50 in z 10.60 ft L 65.45 ft D 17.04 in G 0.54 ft J 7.25 w 27.85 ft 450.00 (ft2) Qispersal Ceti Area 926.85 {ft2) Basal Area Available 10.00 (gpd/ft) Linear Loading Rate 4.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.01 (ft) -• ...,,r,~~r r,,,., , • H .,,.;,;;,rrr,~;J',,,r,,,,, , ~., G t F •~~~~~~~~~~~~~~~ dispersal ceil :::::::::::::::::'~~ 101.72 (ft) Lateral 101.22 (ft) -- - .. ~ ~~ ~ ~~`~,, Invert Dispersal Cell [~ f Etevatior} E D ....3~.........;:.:.....,.: ._.. ..,.. .... 4 Q. 99.80 (ft) Contour Elevation 4.0 °~ Site Slope Shading Key Topsoil Cap ~- ;;:,'~:.;; Subsoil• Cap © •~~: ASTM C33 Sand ~..~ Tilled Layer ©~ Aggregate ~ a c 1.5 ft a o .. ~o ' ' _ .~ v c a O, ~ Dispersal CeH a ~ Typical Lateral t1 ~---- A Project: JEREMIAH JOHNSON Geotextile Fabric Cover Page 3 of 8 See }ateral details an Page 4 for number, size, and spacing of laterals. F Laterals are equally spaced from the distribution ce#I'3 centerline in the 1 distribution cell (AxB). End Connection Lateral Layout Diagram Canter She Iatorals oeor the A & B dimonsion •~ Turn-yp mlball valves or ®leanoutplup E IP -I All laterals arc identical lE- ~ -~I Holes drilled on the bottom of the lateral S equally spaced Laterals 6e-f+orae maln.oi?VC soh-4A [Per COMM Table 84.30-6) s Force main connection Via tee or cross to manifold at any point. Project: Number of Laterals Lateral Diameter tatera}'Length (P) Lateral Spacing (S) Lateral Flow Rats System Flow Rate Total Dynamic Head 3 Orifice Diameter 1.50 in Orifice Spacing (X) 43.52 Orifices per latera} 3.33 ft Orifice Density 7.44 gptn Martifo}c} kerfgth 22.24 gpm Manifold Diameter 21..39. #t F~rcemain Velocity Dose Tank Information Electrical as per NEC 300 and -~-• Comm 16.28 WAC Disconnect _ ~,,y Tank component is properly vented WEEKS Ca acit 800.00 olume 21. Manufacturer Gallons gal/inch imension " Tnches "-Gallons ` A 22.7 8 4 9 5.5 9 ~/ ~ 2•.00 . e+ n YVr J2 C 3.99 86.81 t1 B..O.Q 1 ~4.{~ Totat 36.76 800.00 3" Bedding Alarm Manuafacturer SJ ELECTRO Alarm Model Number HW 101 -r A _1~ C -D- Pump Manufacturer GOULDS Pump Model Number WE0311 L Pump Must Deliver 22.24 gpm at 21.39 ft TDH JEREMIAH JOHNSON 0.1251in 2.56 ft 18 8.33 ftz/orifice 6.67 ft 1.501 in Looking caverwitli wamatg label and locking device and sealed watertight i 4 in. min. E-- ARemate outlet location Forcemain diameter ~....,, . ,2 +n . . Weep hole or anti- siphon device ~rl t~lau~r~il ~f ft)> 88.67 ink elevation (ft) 88.00 Page 4 of 8 Mound Svstem Maintenance and Operation Specifications Service Provider's Name KIM OCONNELL Phone 715-755-3145 POWTS Regulator's Name ST. CROIX COUNTY Phone 715-386-4680 Svstem Flow and Load Parameters Design Ftow -Peak 450 gpd Maximum tnftuent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum GODS 220 mg/L Septic Tank Capacity 1000 gat Maximum TSS 150 mg/L Soil Absorption Component Size 450 fta Maximum FOG 30 mg/L Type Qf Wastewater Domestic Maximum Fecal Caliform >10E4 cFul1Q0 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve t.5 ears Inspect for ponding and seepage once every 3 years ARiscelianeous Constr-action and Matr~riais Standards 1. Qi~senratiQn .pipes are slotted and materials cQnfQrm t4 Table Comm $4.~4-1, have a watertight yap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas wilt be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Tum-up Detail Finished ..,~•~•........• .........••••.. Grade 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box . _ . , .... , . ......... Plug or Ball Valve Project: JEREMIAH JOHNSON Page 5 of 8 Mound System Management Pian Pursuatrt to Comm 83.54, Wis. Adm. Code Genera This system shalt be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01j 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 shalt be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS componenrts. 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, Stets. The contents of the septic tank shall be disposed of in accordance with NR t t 3, Wis. Adrrr. Cod4. The operating condition of the. septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made in retain sa6ds in the tank-that may slough aft the faker when removed from its enclosure. If the fitter is equipped with an alarm, the filter shalt be serviced if the alarm is activated continuously. Intermittent fker alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the lank. 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. AA switches, alarms, and pumps shah be tested to verify proper operation. If an effluent fiker is installed within the tank k shall be inspected and serviced as necessary. Mound and Pressure Distribution System No bees or shrubs should be planted on the mound. Plantings maybe 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 soi! 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 BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mglL GODS, 30 mglL TSS, 10 mg/L FOG, and 10° cfu/100 mL for highly treated effluent. Influent flow may not exceed maxmum design flow specified in the permit for this inetaNation. The pressure distribution system is provided with a flushing point at the end of each lateral, and k is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed k should be compared to the initial test when the system was instatled to determine 'rf orifice clogging has occurred andrf orifice cleaning is required to maintain equat distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and arty levels above 6 inches considered as an impending hydraulic failure requiring addkional, more frequent monitoring. ¢~~P~ 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, k will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically 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: JEREMIAH JOHNSON Page 6 of 8 7a ~' 7 ~'~ GOULDS PUMPS Submersible _~~~ Effluent Pump ~ ~~ '.3~ / ~ i i _ ^ . WE Series - PROSURANCE AVAILABLE FOR RESIDENTIAL . APPLICATIONS. e APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump • Solids handling capabilities: 3/<" maximum. • Discharge size: 2" NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • See order numbers on reverse side for specific HP voltage, phase and RPM's available. ^ Shaft: Corrosion-resistant, stainless steel. Threaded design. Locknut on all models to guard against component damage on accidental reverse rotation. ^ Fasteners: 300 series stainless steel. ^ Capable of running dry without damage to components. ^ Designed for continuous operation when fully submerged. MOTORS ^ Fully submerged in high-grade turbine oil for lubrication and efficient heat transfer. ^ Class 6 insulation on Y3-1 Y: HP models. ^ Class F insulation on 2 HP models. Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. • STTOW or STOW severe duty oil and water resistant power cords. •'h -1 HP models have NEMA three prong grounding plugs. • 1'/i HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords alt have bare lead cord ends. ^ Designed for Corrtinuous Operation; Pump ratings are within the motor manufacturers recommended working limits, can be operated continuously without damage when fully submerged. ^ Bearings: Upper and lower heavy duty ball bearing construction. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to preverrt oil wicking. Standard co-d is 20'. Optional lengths are available. ^ 0-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump- out vanes for mechanical seal protection. Balanced for smooth operation. Silicon bronze impeller available as an option. ^ Casing: Cast iron volute type for maximum efficiency. 2" -NPT discharge. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastamers. Tested to UL 778 and S ~ ` can zz.x toe standards BY Canadian Sta~ards Association C US ~ ~~8949 Goulds Pumps is ISO 9001 Registered. METERS FEET 40 130 - _ __ ___ _ _. _. ---- __ - ___- - - SERIES:INE 12^\EtSHH SIZE:'/: SOLIDS 35 F?M: 3500 & _ _._._.. __ _ _ . 1750.- - - 110 WE20H ~ 5~ 30 100. ... _ _ , _ g~ 90 WE15H-.^ .__ _--- .. _ ..___._ __ _ o __ W 25 80. EtOH - - __ _ _ _. _ _. _ V_- ~ 70 - E07H _ . , . _ ._ _.- _.._. - _ _..._. -.. _ __. _.._ _ _ a ZO - _. Z 60 _ _.. _ . .. ,. _ - - _ __ _ _ i; rJQ- 15 5 __~ - --.__-- -_-._ _-_ __ ____ - .. -_ ...._ _.__ _ OSH . _ 0 0 _ _ ~ _ _- 70 30 _LYE03M~ _!., _. X20 ~11fE03L~. _._ ..-. ., _ _ 5 0 00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 25 30 35 m3/hr cAPAaTv Goulds Pumps ~~~ ITT Industries www.goulds.com ~/ r;~/" ` ~ APR 2 7 2005 vut,oor>sr+oea~++~+t~ sT.cRO!xcouN~IL ALUATION REPORT P+ OWHIon o1SNetY and BuNdings N! N G F F i L ~ ~. ~~ Gode _ C~v $?. CR101 X Allad- ~ Pm^ on P'+~ ++a Isp p+an 8 'U2 x 11 incl+ea In e~ Paeoal IA. ~ induda but not flrtated to: rem and l+oel.ete+enoa t~ l~f• ~, sce~ ordlme+, no.in e~row..ne bnnon snd dNlsnos b neerost ro.d. ~ Please print aq information. , Pw.~r Y.ta~~ Y~ o~~ ~Y a vwe tar aoondMtr auoa« t~ ~"'. ~ ta.d+ (+t tip- ' Gu'y`s P+opertyOwner Pn~psAyt.oeation M 5 tr.l-~ 1io~4-awE' ~ 1M ~~ 1/4 S~ y T N ~~ OMwnera ~B l l~of it 91odc M Subd. Nerns or CNN W. -pw~Slba sT 2q - o~2ss 106 E SteN dip ^ t~ty ^ Town Nearest _ .. _ ,,n..~ . + - -- --- -.r. ~ C.T. ~(Il -aopl ~ -~ao t~ ~ ~.~ R f7 ~f"w rRT~s E. E derived dsslpn flow +ete - GPD New Ccnstrucdo^ Useaf ~'Resl+{ential / Nurhber of bedrooms ~° ^ Repiaoetnanl ^ PubOc a eo~mnsrdd - Oasabs: _ 1. A • ~ ~ Tt t_L.! nc~TUJI~~ ~"t Hood Plain etsratlon a appNo~bis _~--- --- Perera rr+.t«~t ___--,- - - vrr S -~1-e5-frt~~ r~ e_ a( o-~ S~Z~°s g /~ e/ (,erNral ooe+xnerRe + J(JC,t/ "ce r` n!' ~. - ®' 2 ~ ~ -h /c t ~ °~' 9 and reoortansndetlons: MOwu'C~ SyS~E1~ 1.''Sft ~ SAS i=1t--- f~kP Ct~ ba5 /d/~ O.5 (,~pAO~Nt~ R~TF ~ /n, S~ -~r 6RS~ !cKsc ~~Gt+.Q~ k0<<.E- ~ l ~~r h ® 8odt+9 ~ ~ Bork~e Q 1 R, ~ PM Gtautd surface elev. _ Q$• aPl-+ to IkN1Y+p aeclor Z$ 1n. ++ce 8axidery i t Roots Shc / Fiarizo Redoar Oesalpda+ n ~ePM+ Dormant S2 Cont. Cobr 0 flu M s e Taxturo SMUdve Cona Cx. Sz. Sh 'E~ 6 . tx+se in. ~ OY~ z X11 _rr~ 5 3if~-co d• -- Si ~ z-F m sb cs Z -~° Z- ,IZ ~ 5~ Qw l~- c4.s 0: 3 ~ Z 5 S 5 Vf-inM1 O 5 u- 28- 7-5 yte.~ ' ~ 5 0 ~ + i ~ O, ~ ^ t~or+no ~~ ~ Pit G + surteoe elev. I t1t?. Z~ R. RED ~~ : aq-~ K-pz- . ~YV O.lv i.~ f, Z S Parcel tD p ~ ~ -~D~r[fzL__-- PrDaerty o~+er ,Cn 3-R~_ `t u.~ -- s~9 ~ ~ Boring Depth w 4arwing rector m. ZY) ~ Pit Ground strtaoB env.. T_ n• Coreleter-ce 9otu>tsary . ~ Horizon In. Oomkrant Color Mansell Redoz OBSalptiDr- t]u. SZ Coral. Color Texturo SUudur Gr. Sz. S e h Page ~ ~ 3 'EIUIt ~ 'EfNf2 Q ~ ^ g~ ~^9 p ~ ~ Plt Ground surteca elev. ~~-L R. 2 In. OePth 1v a^"~ tee -_.'~"-- ~ Ral ll .. da B Rook GP O tforizon Depu+ p omirtant Coi Redox Deaaiptlon Texture Stn3dure Cansista>xe oun ry 'Etdtt 'EIf82 In Mansell Qu. Sz. Cont. Color Gr. SZ Sh. I . ~2 ~- ~. v r 3vf aS D.4 D-$ R { zt~ 0.5 o.fl t ) ~11C'-~2 f 1. Z - 3 s z y/ srl - s M~ HJ 1+ -co O.5 0.8 l . l vR3 ~ - s~ 2-~ eb ngl~r G~ tv -n- 5 0` 0. 4 .rl-3 o + -s ff-ms -v~-w- o.? ~Z ~j -y0 10 R -' 0 4 ~. 0-Tt 7.5183 ~' S 0 m - .._- 7 72- - 1 CI -- ~ ~ y -t v lC o 0 ~ t9 -2L o vR~~ ~ t ~l _s~t cs ti-~o o . 5 p . u- t5 d K `'~3 +~l l o ~/ S~G1 Z'~~ 0.5 Z+;-t0 .V t1-4o ~. pt =130D, > 30 c Zi:O rngll_ and TS5 >30 ~ 150 ntplL • EtAi~nt ~ _ ~•= ~ ~ end TSS r ~ rnQIL The Dcpanmcnt oCCommcrce is an cqusi opportunity service provider and employe. iCyou aced assistance to access secvicw or raced material in an alternate format, pleaoe coataet the ~parement at 608-266-31 S l or 7'T'Y 608-z64-g77T• SVD-330 (R.dB01 r #V. (Jt pf/torc. zo 0 O eon -- (actor l~- ~. 1o Wrddn O a g~ p _ ~JI Pn ground surface elev. _ -- Y~ ft 9 _ - ep ~ Hatzon Oepth Redox DesaiPdon Texture Stucnre C~ Boi~Y ~ ~ in M ~. SZ Cont. Color Gr. 5Z Sh. . ~ 1, 2v+.~bK 3Y~-to .S 0 D-Q 10 2 ~ Z ` g- 0`f `'1~3 ~ L r~nv t -CO ~ L rn~r Qs 3vf -to O V 0 3 i-) 10 R`~/3 - i ~ u y~ r y 5t -~' s 3v - X SEC, ty r~.or ~.n-a .L1= ~IAHOt3CR1N6 ~ . ~ 3 ~ ,4c~t~t5 :--~1 Flpr 17 05 12:29p / _. ~~ -~~ '~. v "t ~Y; ~,~ r ~r 9 1, 1,y1 v 1 `~ H ~ tel: Y~ +~ d~ 2~ °~ ~~:~,,. owner ~~ r S~„ ~ .~'~ 'S k •~ ~,..~. ~" p.2 ~~sg ba.cG 4z d ?q $ M~ ~~ N ~~ pS/~' B''''' ~ o,,g~ 1 ~~'' cv-~ S~ ~-{~ N 1 ~~ f ~ ~, ~ ~ `~ ~~ '~~ ,~. <~. yc ~~3~0~~~ rC~ ~ v'~~.~-~ 7154264827 Z. 7.3 AtIeES ~_ 07/09/2008 09:42 FA% 1 715 247 5098 BELISLE E%CAVATING sr. cROix covNay SEPTiC TANK MAI~TTEIVANCE AGREF.IVIENT AND QWNERSHIP CER'I'[FiCATION FORM OvynerlBuyer Mailing Address Property aads+ess 120 .E (Verificatitm toquiced froion 8c gating Dent for ucw caosttuctioa) City/State ~~ ~/ _ Parcel .Cdeutifit;atYOO Numbez LFGAL DT~St;ItYPTION OF APPLICANT(S) Prxttterty Location ~ t/. , Sxl t,4 ,Sec. ~~, T _~N FL~W, Town of ofa-JSr~xsn_~.. Sutxiivision ~~ ~~~ ,Lot # -~• Certi~ Survey Map # Warranty Dced # ~ ~~ y~ Vohzme ~_, ~`e # Volume , ~e # lot Tines ideotifiabk ®tto TEIH xArl~ ANti owrr~R cE~T~cAT><a~ rtaptoper use ta>a mtdmenance of your septic sysumt cauW rtxvk in its pretnattnc failtu+e m handle wastes- Ptoprs mainteaaacc eaatSsts of pttnapittg out the septic eaaic curdy thttx yetus or stttmer, if neo0o0. by s IiorASOd pumper- What yw put inro the system cntn affect the fnactioa of the septic talc ~ a trmtmmt stt-ge iv the waaLC disposal system, C/woes mainoenaQCt responsibilities are specified in 4Gamtn. 83.52(1) std in Cbap4x 12 - St. Grout Conaty Sanitary OtdittanCe. Tix: pavperty owttet agn:es to submit eo SL Croitt Cataty Ptattnietg ~ Zat~ Dt:psttomatt a cao5gdgott ftttt~ stud by tttC owner and by a masts ptatttber, J~ Td~• ~ Pt~~ ~ a liocttsod putttper verifying dtiK (t) the on3ile wastiewatsr dis(M~tal system is is pcopct opaatins oatditiox+ and/or (2) aflau impo~ion sad patrtpiug (if neccsaaey'), the septic rack is less than 113. full of sludge. Uwe. the Undersigned have read the above rtxtuir~ts and agree ®o ataiotain the private t~cwage disposal system with the staudrtrds stt fo,~, herein, as set by the Department of Gomtt7erce and the p~p,atmettt of Nattual Resattrres. State of Wisooruia_ CatiEcati~tn statio6 that yaor aepeic srste+a has bom maintnittod tttanc be oompltsod std rrbaeod eo t6e St C~ eomcy Planning & Zonwg Daya<trocnt within 30 days of the these year et~ieatiaa dme. Uvve certify that all stahrmcnts on the foRm see tee w the beet of my/oter Imowicdge• Yvte atdase the owtta(s) of the property described above, by virtue of a watrrnty deed tecordt~d in Regi~t of Dodds Office. ~ ~ 3 SIGNA' r::may iafoxmntion drat is ~ooi ~~oD2 ?/ooZ q/ e 8 DATE ttmy resuit in the fianitary pcttnit beinb revolved by the Planning dr ZonittS Depattatent- ::: raclttdG with this application r seoorded wra:raaty Aaod ftatu the Rester of Dodds Utt'ioe sad s Dopy of the: eeseiEiod survey Reap if reference is made is the vvttaanty dad- (R1:V. 091[)5) State Bar of Wisconsin Form 1-2003 WARRANTY DEED Document Number ~~ Document Name THIS DEED, made between Dennis M. Erdman A S i n g,],g P e r s o n ("Grantor," whether one or more), and Ashley E. Roane a single person ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") {if more space is needed, please attach addendum): Lot 29, Plat of Forest Ridge Estates in the Town of Hammond, St. Croix County, Wisconsin 018-2001-29-000 Parcel Identification Number (PIN) This IS NOT homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: Easements, restrictions and rights-of--way of record, if any. Dated Mav 1 f , 2008 r I Illlll Illii Illll Illli Illll Ilili Ills !11111 Ill! Ills * 8 7 5 1 9 7 1 ~~5197 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05/21/2008 09:OOAM WARRANTY DEED EXENPi r REC FEE: 11.00 TRANS FEE: 150.00 PAGES: 1 Recording Area Name and Return Address First American Bank ...~ 2424 Monetary Blvd, #107 d Hudson, WI 54016 i "` Dennis M. Erdman (SEAL) (SEAL) * r AUTHENTICATION Signatures} authenticated on TITLE: MEMBER STATE BAR OF WISCONSIN {If not, authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: ACI~IOWLEDGMENT STATE OF WISCONSIN ) ss. St. Croix COUNTY ) Personally came before me on May C ~ , 2008 , the above-named Dennis M. Erdman....._ to me known to be the reD Ali xdciifed' he fore oin Pe ~ ~ ~ g g instrument and ack/nowle~T tl e~~i!#~. ~. ~~ • .s. " Gee l,U ~~-a, Dennis M. Erdman :-°-• Notary Public, tate of Wis~o n My Commission (is permanely ~, (Siguatures may be authenticated or acknowledged. Botk are not oeces~! NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD WARRANTY DEED ®2003 STATE BAR OF W4SCONSIN • Type name below signatures. 1 of 1 IDENTIFIED. FORM NO.1-2003 S s , ' • : I yy~ortetn pepartrr+srtt or Commerce SOIL EVALUATION REPORT Pape _..~_. of OM•b^ of Safety and 8ulkllnpa In accondena wMh Cornet fi5, tM•. Adm. Code t t:,ou-ty ST, C.RAi X AtlarJi ~•t• eke Pt+~^ o^ 04P•r ^« 1eq tt-en 8 1/2 ft 11 N~chet M •tse. Plan must Peroef t.D. c~ lnetude, bu! not Yn4ted to: verdcat and hortzons+l retetir+oe t~ (I~A~, dlrectlon end En10 iA16 U~~' ~ / - /-~1~ percent elope, scale or dimension.. Werth errov+. end t~•r~^ °^d d{etenoe to nearest road. R ewed pate P/eeio print atl /nlorn+frdon. I 10 2 t ~ n ou wd~ T~ t» w•d ra s~condsy purpose (MvaeY law. ~. t•.a !+) (Ml) ~ ~/Yvl.+ psnewsllntonns4o Y pro Y ropeftyt.OCation ProDKtYOwtter /•'! v i m °~w E 114 N~ 114 S ~ y T N R 1'~ ~N /~/~ S ~- I-fl t.ot {odt a Subd. Name a Cstaf P+flDedy Avns~'• Metprg A ren -' O 12E5 1 Ofo'E ~ AT '~ ~, ~tv~51o~ ST• lets D • CkY VlRaye Town tJetrssl oed v >e F~us z ~"~~ Code derNed dnlpn flow me ,_._3~c>,cs~- .-------- GPD 1GT Ne~y Cortsertrctlon Use: ($' Re•Identlal ! M~rnber of t-edroonn r_ ` ^ ReD~o°n1Ont Q Pubpc a oommeniet - OMCrrw: ~T R. -r~ - .,~ ,-rr.~F{~ Food Plan etavrtlon 11 aDpnobie A1.A •__~_ Parent mstedd ~ - ~ ....~ • -~ ~ ~ ~ _ LL ~i t3.-+eret ~ i and~~ndstiorn: MOuWV 5~15~,M 1~'Jt~ SHAD F~1t--~- (~..yl~,~'t, , ~ 0,5 t.AA011JC~ R~1'sE ry~' X32- ~ ~i~ ~; ;~ .~ I~., ~;~~,~:,~7 r----~1 t3orinp ` , f A 1 go~p 11 ~ t3round surfeca elev. 1155, ZO R. Depth to ttrnikrinQ (actor ZS ~. floe Rete ~~ ~ PH Redox Deepiptlon Texture 9wcture (;onsl•tenee Boa ery Roots t~ peDth Dominant Cobr Gr. Sz. Sh. •EfFM1 '@}tM2 In. MunaeN t]u. SL Coat Color 3V1'~D ~, J~ O`g ~ p o i~ Z 5i1 -'"~ 5 8 -- 5+ ~ Zf rn b CS Zv -co ~ 5 z _Iz ~ 3 3 - sl ~ {~ d s a~S - 0,4 O . tv 3 1Z Z s vf-rn o, i, z • ..- 5 ~' 7' Z -- ! O r ~ 1.2 ,~ s 0 ~' 2~- a 7.5 ~-~ _ Q ealnp L~,~, R, 6ori^0 ~ ~ Pit around stMece eNv. Depm to rur~ittrt~ tads _. ~~._.-. ~ nEV~~ ; cx?-i K oz. vHao~ D.p.ranent of ~,t,m,f1Ce SOIL EVALUATION REPORT Pa~e _...~_. of ~' olvlslon o! safety and 8utlding° In acrardana v+tth Cornn+ a5, Mll°. Adm. Code Co~„ty ST. CkAI X An.a+ oortKlete sM. p1.n «+ paper not Nee then 8 to r 11 lnthn In °+:.. tsl.n muN kx3ude, txit not ifrrited to: vsrtl~st and trortzonlal refarena p~ {ltlfi, diredlon end Panxl t.o. EEO 11, 6 U/ o?DO / - 9-~d peror+rtt slope, scale or dmenstona, north arrow. end ~~n end dbtanw to neereet road. R awed ~ 1e Plefaio Rrlnt a(f fnlormaUor. ' / ~ I I D 21 t7 Pu~en~t fnto~~n Y~ Orov+d~ ^'ry W usrad M aeondeN twrvaN t~~1' ~"• ~. ta.o~ (t) (relt ~ N~-~~' `~+~+ / >y ~~ ~~ roperty locsatlon LL~ E 111 N~ 111 S ~ y T N R 17 ~;larl'W /Vt S t,ot lock N 9ebd. Warne or CsNLr PrnpeAY Ovmsre Maffing A nse O KES 1 Orlo'6 ~ ATE.'S v,,}, ~ 1 V 15~b/~) p T• a ~, VlRage Town Nserast oed d K F~tuS Z y o zz I S -~f fIOZ e.T E Code derived deslpn flow rate ,_.SLQQ_~ .~------- GPo ~' New Construc:tlon Use: (~ Rasldentlel / Wum~ar of yedreorns ~_ Reptsoemont [) PubNc o- aommerdat - Oefvfbe: JU. A ~~ .. 1 .,~ ,-r-~J/} 51-~ Food Ple1n etevetbn 11 epptltsbls _~--~.----~ rt. parent mstedd ~ ~,. _ i :~ rooamm+r'dallo'''°: MOllll~ S~1S~F.1~ 1~'y{~ 5/t1JD Ftu.. //~~~,, ' t 1 0,5 UoAOtNC~ R_~TE ~ I.. ,,~:~ n ~ ~r/~ e ~ ~ r ~ W • ` lS-r`te' `~ ~ r,. . goring ~ , 1 /~t I go~,p ~ ~ Ground surfeu etev. 24 R. Depth to NrnlrinQ feaor Z$ ~+. _ t-on Rate L.:_-.~ ~ Pit Redox D~pl~ Texture 9weture Cendstence Sou ery Roots Har{zart be,D1h Dominant Cobr ~. Sz. ~ 'Effffl •Effp2 In. MunseN t]u. Sz. Cont. Color 3~-e0 d, s 0•g 6 b 0 f2 Z 5{ti _rn s -- Sf ` Zf m sb C5 Zv -co .S .8 z- _ I z p 3 a~ _ i D.4 4• ~v 3 -Z-2 3 - sl t~ ~s • ~ 5 S Vf-iM 0• I . Z u- ~• 2 ~ o ~ ~ {. z- - - - . _~. ..._._...,_ s ~Sa (.~ 6orine ~,_,~.,,73 n. 6or4n0 ~ ~ Pit Ground surface elev. ~ Oepth to nrritlrlfl tailor ._?Q.r_ ~ Ala-#'~n~---- ~ v-~u ao~ ~ QD"^g ~ ~C71 Pit GrounO aurtaca elev. _~__... h W~ pepC~ 1o Umltlng (agor ~_._, i^• ~I Rat Co(or Rsdox OasalpUon Tezlure Horizon Dep1>, SWorur! Conslsbnca SW++darY R ~EtfM~ •~~ in. !at C)u. Sr. Cont. Cobr Gr. Sz. Stt. S 0.g 1, 1 0- ro ~2 Z.nsbK -c0 , rF-eo Z ~. OY y~3 "' ~. '"'. N1v ~ mfr s v{•co V 3 ~- 10 0.`~l3 ~ of V 4 j ra 4~ 1 ct 1 s ~s Z F-to 0.5 _ ~ _ t VR`~~~ 0 ~ ~~ ~ 2 Z~~-CO ~V ~/1 5\C~ ~~ 0.5 5 ~ ''~1 z~-~o ~ K 1 • BC)D~ > 30 ~ 220 rrprL and T58 >30 ~ 150 t1W/L • Q}RUaM 112 •8C)pr : 30 rr~L and TSS , 30 melt. 26GY3151eoa aT7'Yt608C2b4~8T77 services or 7hc llepanment oiC 08 rt p rr s ^~ . rr~ 6 c ~ he depsrtmen cCntact e n ~n alternate format, pie nccd ma sro•+~wta.aooi ~q Z- 3 ~~~ ~~ D,~ .-,` ., ,. \ Page ~ of Prope+ty t?wner .L ~..~ sy u=r -- • .. I ~ ~-,~X.(~'C ~X~vGt~"'1 ~`'ti S _ _ -- st1 Co-nou.l~ ,(~ p~ Z ~ G~Y~ ~' ~ 6 / u nk5 ~~V~~~~ -~ -' .gym t ~ z ~ ~ ~ ~-~ ~~' S~2ouQd ~ {- lye ~~ vnkS}- 3~f~ - be G6~/2.~c_$.C ~. ' ~Q ~, ~~~ .-~1~lGM- ~ SurV2y.2d Cam, C~'T~~i4/LD~-fv ~aa~r R~ o~~ ~-sT T s L.+DT f 6.3~ t `' ~~ ' Rt~3 $M~, - sv,rc` ~N -t,CK ~' ~ ~~ ~ 0.77'Ago~B 6apuND ~ 11 ~7. ['1 S ' ~ds~l'TUS ~ ,, „a4 • F~c. C f 4 ,J~,a Qp~D ~. ~4 v t< ~ aoo = ~.tr ~ T29a1~ K1~w ~ fobo,~ 11 ~- ~ m `~ {_ ~' 00'21 ' 0 5" ~ 5 71 ~ 7' a. ~ ~~. } ~I , ,• ~ 4~ r ' l ~ _ ~ /Q ~ ^~ ~ ~~ ~ t~ ~ Z ~ ~ s m~~ ~ ' "'~ < <~ a~ ~ ~ > I ~~ )~ ,~ ~, ~- ~ J V •~ _ r ~ '_ r C~ ~ ~ ~) Y ~ f~ II ,~'~ ~ ~ V ~~ `~ ~ ~._ ~ N 02'44:3"• E 57h~ ~.3';~`,, . ~ ~ ~_. ~~_- __ ~ e F,,-,d . ~~ ~~ •i.~•i ~~ ~~~ :~~~ .t j u~~ !. ~;~ ,~. ., , ~ _--~; `. h.i\ , . ~\ ~ •` ~, :~ 3~~r~ w -afk~i ----• i:.-rgr Parcel #: 018-2001-29-000 12/03/2004 12:01 PM PAGE 1 OF 1 Alt. Parcel #: 14.29.17.893 018 - TOWN OF HAMMOND Current OX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * =Current Owner * E W HOMES INC E W HOMES INC 1114 W DIVISION RIVER FALLS WI 54022 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description * 1945 CTY RD E SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.730 Plat: 1961-FOREST RIDGE EST 1/30 018/03 SEC 14 T29N R17W PT NE NW FOREST RIDGE ESTATES LOT 29 2 730AC Bfock/Condo Bldg: LOT 29 ( . ) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 14-29N-17W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 01/14/2003 705829 9/46 PLAT 7f1f1d SI IMMARY Bill #: Fair Market Value: Assessed with: 271,200 Valuations: Description Class Acres Land RESIDENTIAL G1 2.730 41,200 Totals for 2004: General Property 2.730 41,200 Woodland 0.000 0 Last Changed: 07/15/2004 Improve Total State Reason 0 41,200 NO 0 41,200 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Gharges Total 0.00 0.00 0.00 1 ~- _~~,1 ~ I;1 ~ ^1 r ICI ~• ~ I x /~ J ~ ~~ y~il Il ~~ __-~ -_ --~ z 0 Ili ~.. ~I ~ ~ I a I © ~I ~„ ~ ; I I . --- - T ~~I I I .\\\\ III ~~~~ III N J N II ~ AI x I \~~ I~`I \~III I hhI \~~ ~jl'il x ~ ~ I ~i ~ ~I Z ~I ~~~ =11~ ~-.II ~ o r ~~ ~ x Z ~d _ , I~ i- ~~II~ I ~ V ^ l ~ / V I \ I /x`O/~II` ~I ~ ~, ~ , , ^~© AL v f 1 ~ /~ ~~/~ J ~ ~ / I ~~ 0 ~ ~~~~ ~ 1 ~/~ ~ ~ ,- ~, -; II ~~ ,l I~ i~ I I. ©/~r /// M ~ ~ \ ~\ ~ ,% ~ 1 ~ I // ~ J x ~ ~3 I l~T 1 l~SM VOL,,~S~- G 408 ~ ~ ZONED AG-!<ESID~N~A ~ ~ ~ ~~' - ~ \ 27: ~~ ~~zx ~ d- ~ ~ ~~ r x R Nfl9"OO~On" - ~ ' ~ (~ ~ /'~ 00'1 X03"_ CAI-' ~ °° N ~ X30.00' _ % z o ~ 2900' : / - -,/ -~ x ~,.~ 33.0,0 ~ ~ o ~- ~ a n ~ ~- , ~ ~ ~ ~ ~ ~o ~ ~ ~ ~ ~- ~ m ~-~ I ri. ~~ / ~ _ _ S 00'21'0 "~ ~ 570_59 __ I ~ ~ I }/~ / ~ U ~ ~ ~ In / ~M o~0. II \ cV I~ N ~ ~ ; '~/~ ~ a T~; ~ }~N`lV z~1 -~ `~ II ~ .~ ., l a. / ~ I / L_ ~ - ~0~'21'03~r ~7 -59~~'~~ ~ M 1 ~- t- - -T- - -~ m 1- M I ~ 100' y~ // /~ ~ a ~ N `~ Illl i ~ / O~ ~~ II l~\ '' ('~ r ~ ~ NN m Z ~ \~ i I ' ~ ~; ~ a •~ ~ ao 4, ~, i z~ R~C~I~~~ '~•~'~r APR 2 7 2005 AI.UAT{ON REPORT ~ _..}_.~~ Il. Wboalskr Departrrtant of ST. CROIX COU N~ I aYpK11IW~yafv cw..~•u.• IVIIVl7 r i ~v tea ~L COde r.-• ~ N P ~/ c fly Ski C.RA~ /~ lan mu Atlaat aompiNe >~ 1~ On PoP°r n01 Iesa than 8'1/2 % / 1 ktCllaa kt Ntos. but rat pirated to: vs~t and Iw~ZOnbri rete~r~os P~ (tel. ~radion wW Y-duds Paioat 1.0. ~~ 'a 0 ~ . .nd tecatten and dlNanos b nearest a.d. north arrow dhnertda-s ~ . , psresnl slaps, acals ar gat P/eaaa prMt aq InTormsttoa- a h11 + ~ u.E~ .~ ~ e ~ ~7 - l 1 Penaer gdorm~oe Yea orowa. ~.y b. uwd ra 9 waoo.« twwaar ~. •. ~e. PraPem'LO~' ~ L fl 1`.o~t.lwt ~ 1M /vw UA S~ y T ` N R 1'7 E~'~g)"MY . M S papally grrrtara Mat~in8 Addrs~s Lot M Block A Subd. Noma or (SFNI 9 • -- ,DES l 0 2 6~ ATE S . w. -n~v -s~ da sT: ^ cry wlao. T~tt Neeres~ ad 'Rl~~ FAUS I ox~- c +IS 1.b_~%OZ a e.T. ~ & derlvad dsalpn tlorr rata Naw Carstrtx~on Use: I~Re~ldentid ~ Nurttber of bedrooms C.ode - csPD ^ as D Public or aortsnstdat - osoribs: , Fbod Wsin etevaNon w appMr~bie I'f ~_~ ~ _ Parent rrtatsAat Tl l-~ Ot.cT /~S + Gertarai ocntrrbrta and reoorrtrrtendations: 11n0 t~t,A1i~ SyS~EN\ 1.3F{ ~ SAai F--v.. I ~ ~ ~ ~t sc( lFfc~c C~~cfir1' i n, S o. 5 IAAO~NC, R~1T E -- liorln9 ZS ® BorU~ IM pl Pit C,~ ~V ,n. ~ etxfaoe elev. _ Q$, a i R. ~p~ ~ "D ~W d Rooms Shc ~ 1iC atian Rate tlorimn Oeplh Doming erY Ta1Ru-e 3kuGture Condttenoe Bo~t Radox DesRiptia- Sz 8h Gr •ElIN1 'Ef1M2 In. Muntafl . t]u. Sz Cant. Color rt1 s ~~ ~ 3t1~-co O. S Q~g d b'S 0 `I ~ a - $ Z' 5-ty ~ 3 -- S ~ Z-~ m sb cs -co .S 1 . 0 b ~ 51 ~ ~.s ctrl 0. -t • 3 ~ 2 .~ .,,. 5 S 5 V~-tm O. t . ~ Z.z- ~ ~ ' ~ . 5 z~- ~-5 y i S 61'~ . [~ eotinp ® ~~ >! ~ Pit Grot ~ kt. md wrfeCe sisv. ~7s1. j-- R. Dsptl+ ~ ~~8 tsaor _ i SoM t Rat. ldori¢an Depa- Dominant Radom OeaalpMon Texture Strucuae Conslstenea 8oundarl+ Roots GPWf! 'l=fffM1 '£tr%~2 in. Munsab Gr. Sz Sh. Qu. SL Cott. Cdor 5 5 ~ 3V~-t' Q. S U. Y Z ~'.7JD O 12.3 1 2 b J dsh -- ` Ztl~-t d• d. zo- 31 r l rv~o~b -o ~ ~ ~~~ I • Ettitr«d >Nt = t3oo > 30_ 2Stt) m~IL and TSS >30 < t50 mplL • ~nuanJe~~ tsT Name (Ptsaae Prlnq _ /YI „~ls./ ~i~/,: c / L- W9S?5 Frgo'~hAaE, Z O ~6-0 i -Oz.. ao mplL .od TSS~~ 3o me c~ q r-.nver ~Ud ftE~ tSEO : ~ ~ ~ ~- - ,,, E 2-~i ~. f ~u~T j~~ P ~ ~ 3 Propenr owner M ARK Sy t,.f...~ ~ Peroel ro n _1 AE ~~ .------ ~ p Q Bonne Ol (~ ou Ground stxfaoe elev. r "- k• Horizon In. Dornlnant Color Hansel Redox Oezalptf°^ Uu• ~ ~nG Color Texuun ~_ p -t4 RtZC Qaring ~ ~ (Corr q ~ Plt Ground surface ele~r. j~~.L k. Depth to IkrMting factor ~ 7G k-. ~ ~ Horizon Oepth Donwrant Cd Redox DesalpNon Texture Stnrcture Coriststortce Boundary Rools GA 'Etp11 P 'EfiA2 In. Mansell ou. Sz. Cont. Color Gr. 5z. Sh. 1 0-~ R~2 ~. t_ v r 3v6 a5 0.4 Z I yR ~ f L L- f z+f o.5 o.g 2 y~ 5 .s11 - S MF vJ i+ -CO O.5 0.8 J . 1 R3/e -" s~ ~.-~ eb inK~r G~ tv -m o'5 O. 4 ~r{-3t ov ~ ~s if-ms i~ m o.7 .z- 5 to . {, 0-7Z 7.5`irg3 "- S - _ ~ 72 - CI ~ ~ "~ CJt P+'~tOtc. o 'FV ~~ k - Borx~p p Ground surface elev. _ '-' __.r Pk . . DepYt to Wrddn9 factor _.~a-- ~. ~ Rs Horizon Depth Redox DesatpUon Textixo Structure Gortsis<erxxs Boundary 5z SR Gr -F~1 'Et~2 in. M Qu. SL CoM. Color . ~(~-co .S o 8 0-4 to Z/2 L ZrnslolC 3 IO R`~~3 ~ ''~ i rn~r s of -co 4 0 y (-I t .tRy)~ ro w 5~ -f s 3v~- 0.4 _ ~ t S~- cs z,~F-co o. 5 p .g `'~3 l Io t./~ S~tl ~{'.sb 0.s Z+~-CO .V u-z5 1t y rho , tv~-l~1 .l 1. L ~-40 ~, S O m t p t = BoD, > 30 < 220 melt. and TSS >30 c t 50 rr-e/l ' EllrrerK ~ _ ~. = ~ ^~ and TSS ~ ~ n~ The Depanmcnt of Commerce is an cquai opportunity service provider and cmployu. If you need assistance to access services or nt at 608-266-31 S 1 or TTY 608-261-8nT• d need tnatuial in an alternate format, please co ntact th cpautrne e A!O•UK•iR.d00) ,, ~~ p'L~AN SY~ ~~ /~'jd~aaE a IN ~ S I ~~~ ,Q. }1~+NDS30RIN6 ! - 2. ~3 ~ ~4c~s X SEC, K1 :--•F- ~• ~o 0 ~-I C C Z z Op p Z w ~ - ~ O y ~P C C r~ ~ O z~ z ~~ n rn O ~ C ~ p z o D C ~ O D p O ~ Z ~ rn ~ m (n p ~ o r~ ~ ~ n ~ r~ ~ ~ D r O n ^~ ~-I 1 ~, 0 x -~ D r t- D ° ~ a Z r vi o o ~ D ~ ~. ~ ~~~~ ~ zo su' $~ r .~ ~~ f~ O-i .-~ _z 00 -P ~ 0 ~~ N C7 ~ D Z r m ~_ ~ ^0 1 y F--a I -' -~ f ~ ~ ~ O D ~ O O --a o~~~ ~ ~ ~ ~ ~ _ _ ~ ~ ~ z -~~zZ 00 ~ ~ ~ ~ ~ ~ . O~ _ _ X ~' ~ D fTl n0~~ O ~ -~ C z Z~\\ ~ ~ ~ _ ~ D ~ N Z ,. ;, ~. ~~.. ;:, TTED LANDS _ _ _ _ ~ ~o r~ 33" E 1178_88' COUNTY _ TRUNK HIGHWAY E _ m = ~ _ - - _ rT1 . 22" E 1178.85' N89'38'33"E _ ~ ~ _ 95.90' - _ _ _ -192.58'_ - _ _ _ - 170.00 -'f w 148.50' NORTH ~ 1 /4 _ _ ~ ~ ~ D \ z -- o 824,00 -- ~ o o CORNER, SECTION ~ N D 14, T29N R17W ' ~ --~ ~ -- - - -- - = _ ~ , N , -I 0 ~I _ z / I - - - 1 - - - ~ wo Z wNO °o O ~ ~ _ I I v O~~ w o N z rn m LOT 29 I LOT 30°- ~ ° o o l° ~ I 1 I ~ ~ ° I 11 I 8933 S. F. I 137683 S.F. r,-, m ,~' ~ ° C _ ~~' 27 Z 2.73 Ac. ~ I 3.16 Ac ~ _ ,~, I p LFE = 1150.50' Irv I O . LFE = 1154.00' " R.A. N89'59 40 W ~ fTl D ) 4 F N o N 89'38'33' E~ ~ ~ -~ ~ 98 Ac. Iw I ~ I 148 50 ' ~, . = 1146.50 I I rn m cn I v /~/ ~ IO I N-~~9 56.05" E '-~ _214 9 h I N ~ R5 / ~ / 5 ~9 I --I N 84_36'25" E _ _ ' o ~ _ _ O 01 ~ / / n 151.03 2 6Z0 r1 ~/ I ~ ~ ~ 0 ~ R ~ ~' F ~ gS N W I C o 1"'1 ~ q/Nq~F F~FNI ~ ~ I p ~ W ~ A A ~ I~ r ~O n O V O I~ ~ '3' 223.50' 318.50' I ~ o N 89'38'33" E 796. 23' ~ w ~ ~~ °o _ .. so.,,,•~,•~