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HomeMy WebLinkAbout042-1088-20-125 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building ftiirisior� INSPI?CTION REPORT Sanitary Permit No: 453261 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: n n City Village X Township Parcel Tax No: `b/�K( /N'`d" L' Warren Township 042- 1088 -20 -125 CST BM Elev: Insp. BM Elev: M Description: Section/Town /Range /Map No: C) n • <=.)C- r? 1 31.29.18.489E TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark - Dosing Alt. BM Aeration Bldg. Sewer / Holdi St/Ht Inlet 4.1 9%.11 TANK SETBACK INFORMATION St/Ht Outlet (o . S - 9!0 2 — TANK TO P/L WELL BLDG. Vent to AijInlake ROAD Dt Inlet Septi � ' Off Dt Bott om cJ Dosing - — Header /Man. Aeration Dist. Pipe b -Ef -' 9 .4S" C)3 2--% Holding Bot. System 9 17 PUMP /SIPHON INFORMATION Final Grade (o - q Manufacturer Demand St Cover to C" �{ Model Num `- TDH L' Fric i oss System Head rDH F Force ain Length Dia. ell SOIL ABSORPTION SYSTEM id Depth BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. 7 DIMENSIONS 3 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: / INFORMATION CHAMBER OR Type Of System: im' UNIT Model Number: �.� V DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length C1 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 S Bed/Trench Edges Topsoil r Yes No , 'Yes r 7 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: `1 / .2 . 1 1 0 4K Inspection #2: Location: 973 65th Ave. Hudson, WI 54016 (NE 1/4 SE 1/4 31 T29N R1 8W) NA Lot 4 Parcel No: 31.29.18.489E 1.) Alt BM Description 2.) Bldg sewer length ZL - amount of cover = y'1" Cv4 I ,Aa I✓ / �T� s �� � '� �c'�� y� (/�errr /� �i Cn L�4 Plan revision Required? Yes No / Use other side for additional inform o L I i SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. Safety and Buildin as Di ,dro sin I 2Jl �4' iddIS ington A . -. V . ��EP ; Madison WI 5V07 - � Permit Number (to be it 2d in by Co De artment of Com merce m ca •` fate P Z.D. Num (6t18) 2' ls1 i Sanitary Permit 4pli ! In accord with Com 83.21, Wis, Adm. Code, personal infortna pro r n rnsry be used for secondary purpose 6 Privacy Law, s1S.O4(1)( ) ZONING OFF! '� ` � -- — - - -- —� _ Pr ' ddress i n d` fercat than trial in cidr"S) I. Application Information - Plesm Print Al ormatlo -Y -- �r Property Owner's Na m Parcel k Lot # --� Block X Property Owner's M alling Addre /3 Property Location City, Stan Zip Cale Phone Number . 'A'.r,Section S� �c. V� =_ ' S�{ o ( , S q ' In �7 3 ccircI l e u ) I IYpe of Building (Check all that apply) - -- T � N; R�E o W i ra+l or 2 Family Dwelling - Number of Bed - - rooms Subdivi 'on Na � T CSM Nu - mber'� Start : crCamnrercial - Describe Use _ _- - --r 5 / � StatCOwned Describe Use -- _ � tS' )� C �ZI.S 2 - - -- �_ / (g , � nxity ❑Viilage.?Townshlpr�f j•t� I IIr 1. Type of Permit: (Check only one box on line A. Complet line $ i f applicable) A. AN ilw System I,.( Replacement Sys? ] '1`r °t ��� --- -� Y I va menvlioldiog Tank Replacement Only ❑Other Modification to Exisung System B ne 1 Permit Rewal ' f�'YX2Per mu R ev i sion Change of n Permit Transfer to Before Expiration Plumber Yew I isr Previous Permit Number and Date Issued y Owner r of I'OWTS System: (Check all tha 1 } C� - -- Lip p .IL j XNon - Pressurized In- Ground lW Mound > 24 in. of suitably soil Mound c 24 in, of suitable soil l At -tirade I.1 Single Pass Saul Filter T � LL Canseructed Wetland :_J Pressurizcd In- Of aund [J floiding Tank Peat Filter -� Aerobic Treatment unit r E) Recirculatnig Sand Filter J RGG SrCntatLnQ Synthetic Media Filte "*I xLeaachi ng Ch attiber -� A - Chic j t irav el•Ie s. ipc L Other te�tain) D 2 � V. is rsal/Treatment Area In +` —°- Design Flow (gpd) Desi n Soil A�licarion Ra -�� s (; PP f llisper I Area Required r ispersal Area Proposed (sf) System Elevation V I, T nk Info Capacity n Z i Numbe d _ Manufacturer Prefab Site Steel Fiber ( altons� Gallons I of Units I i Plastic New _ j Concrete Constructod Glass Fxtstino I T'attS s Tams I i Septic or T 1� Aerobic Treatment Unit -- - _ _.— Dosing I�ons�biiltY Statrm I, th Under assume repo nsibillty for imstanation or the POW7'S shown t►rt th at pl aza, Plu I nber's Na me (Print) Plumber's Si gnature MY /MPRS Number - t oZ� Business Phone Number Plumber's Addre ss (Srreel City, State, Zip Code) Ltd 5 VI Count / Department APProved fit' Disapproved -� Sanitary Perm t Fee (inciudrs Gcuurreiwarer �TDat Issue r,g A ent 5igna,ure '�atn u} J Owner Given Reason for Drnial L urcharge Fee; dT �- I f r � f (� / O f.�. Cotl - s of A � ons f ^� � Approval/Reasons for Dlsapprov;tl ­`-'" ,( -,d led' Sbb -6398 (R. 01/03) Atloeh Complete plow (to the County - 0u - ty) for the system on paper rot teas tltsa 8Tt2 x 11 aches In size --- -`—` —. _ _— .. - - -_ � U , ",� r dam✓ Sc � iC -e / = YD v a p o n3 s u� ` S T l I I' � -- a \ r_b� � 01 • � t^ . �v U 2508P 320 15 STATE BAR OF WISCONSIN F(SRM 2 - 1998 I KATHLEEN H. LSH WARRANTY DEED REGISTER OOP DEEDS ST. CROIX CO. , ' w:j - Document Number - i RECEIVED FOR RECORD y This Deed made between 02/12/2004 08:00AM RICHARD O. STOUT and JANET P. STOUT, WARRANTY DEED husband and wife, EXEPPT # 15S Grantor, �I and BLUE JAY PROPERTIES, LLC, a Wisconsin REC FEE: 1.5.00 II 1 n TRANS FEE: Limited Liabi ttv Compan i` COPY FEE: �� II CC FEE: I Grantee. PAGES: 3 Grantor, for a valuable consideration, conveys and warrants to Grantee the following I { described real estate in St Croix County. State of Wisconsin: Ii Ii (ttxt r]i iN Ar 1� Located in part of the NE 1/4 of the SE 1/4, Name and Return Address �i part of the NW 1/4 of the SE 1/4, part of iI Stout �i the SE 1/4 of the NE 1/4 and part of the II I Janet v'• ee SW 1/4 of the NE 1/4, Section 31, T29N, I 53 A ' D y k 540 1 R 18W, Town of Warren, St. Croix County, l�itdscri, Wisconsin, described as Lots 1, 2, 3 and 4 i Certified Survey Map recorded 7 -10 -03 in of Cert L .._ Vol. 17 1 , page 4560, as Doc. No. 729654; Vi and Parcel identification Number (PIN) This is not homestead properly. 1 j Lot 26, Plat of Apple River Bend First O Os not) i Addition, Town of Star Prairie, St. Croix County, WI; �I and I See attached Exhibit A for legal. l 'j Exceptions to warranties: easemebts, restrictions, rights -of way and covenants of record. I� I; Dated this 5 th day of February 2004 i f �� Q (SEAL) 2C t�_ (SEAL) ` Ric hard O. Stout anet P. Stout I� h (SEAL) (SEAL) ii �! AUTHENTICATION ACKNOWLEDGMENT �I i {� ' Signature(s) it i State of Wisconsin, �I i ' ss. St. Croi County. authenticated this day of Personally came before me this day of �{ ,I Fr hruary 2004 , the above named Richard O. Stout and Janet P. Stout Ji TITLE: MEMBER STATE BAR OF WISCONSIN to i (If not, me known to be the (;J0cj4Wjy_j__ -5 g the foregoing authorized by §706.06, Wis. Slats.) instrument and a&T4T&Q3C0NS'IN KERNON J. BA j �f THIS INSTRUMENT AS DRAFTED BYil Janet P. Sout - I` 1353 Awatukee Tr. H ucLson, Notary ubllc, State of is onsin i My mmission s per Tent. (If not, state expiratto te: i (Signatures may be authenticated or acknowledged. Both are not necessary.) ' Names of persons signing in any capacity must be typed or printed below their signature. i WARRANTY PEED STATE BAR OF WISCONSIN Wisconsin Legal Slank Go., Inc. FORM No. 2 - 1998 M7waukee. Wis. wi, Qepertnhr►rot commerce SOIL EV N REPORT Page of Division of safely and Buudings j� 9r. �' in aaoor+denoe with Comm ` Wis. Ad� �1 V / Attach oompbos sib plait on pepernot leas then S 12x„ kwhos in i Plpp must > include. but not Ilmibd lot vertical and horizontal reference Point (B , dker *W P�o� percent slope, scale or dimensions, north arrow, and location and nce to nearest rd�d2 O �{ g -, — 2-6 - 11f;_ 2- - 1 L f;_ b Date Please print a# Inlbrmadon. ST cr�0ix COU r r►tusornl+nrorrn.tlon you onor+de may be ww r a.corraary wimase=1 P �IaEa��c p 4 Propertyowner Property Location 'C �I a 5 �.� Govt Lot - 114 `F 114 S 3 1 T Z N R E (or)O Property owners Me" Address Lot #, Bioa # SIM. Name or CSI# a 01 City State Zip Code Phone Number ❑ City ❑ Village 0 Town st Road L J_C.0 a I w o z ( W, -) .sy - rr _ J -� 44 ' ® New Construction Use: R Residential / Number of bedrooms 7 9 Code derived design flow rate �/_ Tr Z l 0 0 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material (� c J t J S In — Flood Plain elevation N applicable ft• General oomments e l � J � q7, �� LQ�� D1.t�� and ntcommendations: S y i UU a Boring # Pit Ground surface elev. 9 9 D ft• Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfiF in. Munsell Qu. Si. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z S 3 Zvo B Boring / S O ft. Depth to limiting factor in. elev. DeP 9 Ground surface � _ F51 oring # Pit G � Sol Applic Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz in. Munseil Qu. Sz. Cont Color Gt. Sz. Sh. 'Eff#1 'Eff#2 o -(z 6, ,3 — �,`l ►�sb� m-(/- c,s ) vf YYLI t EfBtent #1 BOD > 30 220 mg/L and TSS >30 1150 mWL ' Effluent #2. = BOD < 30 mg1L. and TSS < 30 mg1L CST Name (Please Print w ✓✓(Cif tC �' S e S CS � umber Y�-ac' r w Address Date Evaluation Conducted Telephone Number (,✓l S G z S - %S o � 75� " - 7t: ° Z t S ,�� # �U f L� Page _� of Property Owner Parcel ID � I �' Boring # pit Borin Grand surface elev. � Ul t ft. D th to inAft tactor 1-s- in. Sol cation Rate bon Texture Structure Consistence Boundary Roots GPDRP Horizon Depth Dominant Color Redox Descrip #1 •Eff#2 Qu. Sz. Cont Color Gr. Sz. Sh. ' in. Murrsei S / � � r ,� 3 ❑ Boring ❑ Boring # Ground,surface elev. ft. Depth to limiti in. ng factor Sol A ication Rate ❑ Pit GPDfif Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Gr. Sz Sh. •Eff#1 •Eff #2 in_ Mansell Qu. Sz Cont Color Boring in. Boring # Ground surface elev. ft. Depth to limiting factor — Sol icatron Rate ❑ ❑ Pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •E GPD Eff#2 in. Munseli Qu. Sz. Cant Color Gr. Sz Sh. Effiuerd #1 = BOD > 30 220 mglL and TSS >30 <_ 150 mglL • Effluent #2 = BOD < 3o mglL 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 60 8-266 -3151 or TTY 608- 264 -8777. sao-uw t<otAm • r PAGE3Or 3 NAME: Cja _ LO . 1•# LEGAL DESCRIPTION:Af 1/4 E(or)O SCALE: 1'� G ELEVATION: 62() C) - BM 1 DESCRIP'T'ION: 400 4 �� " ^`N��� �� G` — ' "s` �•'�� ' BM 2 ELEVXI ION:_ - -- 3 BM 2 DESCRIP'T'ION: t- SYSTEM ELEVATION:__` SYS'I'EM •I'YI'E:_��o — c 0 - lV • J SIGNATURE; DATE: �+ Safety arid Building Uivisiun T�Counly k� 201 W. Washington Ave., P.O. Box 7162 l Visconsin Madison, WI 53707 - 7162 Sanitary Pern st umber (to be tilled In by Co.) Department of Commerce (608) 266.3151 Sanitary Permit Application 1 State Plan I.I. Number In accord with Comm 83.21, Wis. Adm. Coda, personal information you provide may be used for secondary purposes Privacy Law, sl$.04(l)(m) Project Addres (if different th mailing address:: I. Application Information • Please Print All Infortn " ati — r73 S f � - P ne ZNarae , ' MAY 2 5 2004 Parcel rr L Block a �PA Y Property Owner's M ailing Address r Property Location _ ZONI OFFICE +�� I City, State Zip Code Phone Number L1� �4 ^ `� k,Sectton (circle 11. Type of Building (check all that apply) T N; R E JZ1 or 2 Family Dwelling - Number of Bedroorns Subdivision Na a ,/ CSM Number PubitclCammerci4l - Describe Use _ " � 7 ❑ State Owned - Describe Use D 1- w/ 2 Z Z3 CCity 'lase ow hip of III. Type of P ermit: (Check only one box on line A. Complete line B a pplicable) , \ A ' New System ❑ Replacement System g y g y ❑ Treatment/Holding Tank la�:emertt Onl ❑ 0 or Modi cation to Existing S st �� t Previo Pe to Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Permit Tra to New ; Before Expiration Plumber Owner i � y �IV. Type of PO WTS S stem: (Check all that apply) — 'Non - Pressurized In- Ground ❑ Mound > 21 in. of suitable soil ❑ Mound < 24 in. of sui a soil At- Grade ❑ Single Pass Sand Filter C3 Constructed Wetland C1 Pressurized Ground ❑ Holding Tank C Peat Filter ❑ robic Treatmen it El Recirculating Sand Filter ❑ iteeircula ' S othttuc Media Filter ,a Leaching Cha ber Drip Line r Gravel -I s i e ❑ Gther (e 1 V. Dls raaUTreatment Area Information. S Design Flow (apd) Design Soil Application Rate(gpdsf) Dispersa€ Area Required (sf) Dispersal Are ropes (aft em Elevation ! VI Tank Info Capacity in Total Number Manufactu r efab - 'T� e fiber Plastic Gallons Gallons of Units Concrete Censtruc *.ed i Glass New Existing i I Tanks Taut Septic or Holding Tank O� v Aerobic Treatmera Doti% Chamber VII. Respatulibility Statement- I, tba undersigued, assua w respotrsibility for k4allation of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si gnature P . PRS Number i Business Phone Number Plumber's Addre as (Street. City, State, zip Code) VIII. bunt lik tment Use Onl _. pprovgd ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued suing Ag Si atu Stamps) Surcharge Fee) v ❑ Owner Given Reason for Denial IX. Conditions$ of Appprov royal { SYSTEM 0 R: IJU� 1 eptic tank, effluent ter an U (f i dispersal cell must all oe serviced /maintained Gf/j� E as per management plan provided by plumber. �V�G��' I 2. All setback requirements must be maintained �tiZuaf"_ -� �^ - 5- 1 /i as per applicable code /ordinances. C �( - G� Attac! complete p hte C only) for the s stem Per not less titan 8112 x 11 a is tilt (R nt rmi 0 cn p l 3 v n G c f c o 1D 3 .� C) � 71 � gp C 3 g Q! � O O 9 CO A W O Z 2 G7 ! a 9 N c � j ` � CD y a O CD OD -0 O W N R ago O C N m 0 N C 'o to O C CD L7 I cn Z D 4 CO �n D w a w ' W a _ �cn N o N D '' O Z O CD 0 r to o z C) No c A ter ti 000 °. Or o I oc p A D I v a C) V (p Er 'g rn i 'v to A . = lD O = O I � I o O o o N c n N C 7� ? c. 0 CD d 1 N 3 A ? A tai CL A G Z ca mC.0 1 Z 0 0 .: (n 3 m W 00 �^ Z co Cn ! A � i CL 0 a a ID ID o — °' < 0) c CD — �cAn o a n m V1 3 m a � 4 3 I v m � 3 3' c 3 o � j A V A 0 CD a v in O N o C l cLS�� ��/ o (G � �a � � � •�%Y/ �� G' /,Ji� d � �f/,.� �/Y �G � � v 3 a 0 l° eYA { I I .• � G �` � � 3 �� a �, � ti � ''� a� �� �� °�"� �� � I� /�av ���,,, ��a- h��o 1 3 p i 1 t 4 I� n rNT pray —' �s► .'1tO�S I7 1 ?. MIN. -AaovE G:�ADE a f RE5F! E WINDOW OR 4CATPERPROOF AIR 2NTAx --.�.. JL'NCT ION D GX A PPROY ED FTIr'75HEC �aRAI E W:TN CONDUIT `AXPOLE CG'v :R 4 Cl R i m - -•�.�� ', W PADLOCK j ARNING .�18E1 t • � Ir i. T' � t�''�� �"�`'' � � t` � ft It 4 IV i I4ATER TI GnT S£ALW GAS% l — r S �HT '� , PR L 'IPE 3 + ! "'�" ► jALM JOIR'SSWI fi1Tp IL ID APP"WED PIPE PJMP OrP ILEV , x C r WI0. SOH +— ►�"'OPr "� •* AI'$ER EXIT A PERMITTM CNLY IF TA.►3it MANUFACTJRER " APPROVED BLDD:NG J:1DER TANK N45 APPROVAL SPE L:CAT:C�S OgNCR!T£ PAD DOSE "ANK MAN►JF"ACTJRER: h "u?iSER i.QSE5 PER DAY- GAL. L O5.r V G1J;r:E IhC �.'JDING ,,...., GA..,. FLOWBACk: ..... 9,...,... GAS.. MODEL NUMlIN; � CAAAti I .I ES : A . I:vcars • SWITCH TYPE: ,SAL. INCHES ..... MANUF'ACTJRL'!t; GAS. MSWIT CH TYPE NUMBER: C a ,,, SNCKES SWIT ; "" �;-,�- -,--, , °..{uiREA Di SO J sA;L KARGE RA �L....`. MR I: CAL *JIF ,�� PUMP L ALARM WIRI AS P ILHR . `z'RENL.. 8E. 2b. Z3 4A� MINIMUM NETWORK SUPPLY OFT ANN, W4 5 :'F * $tJ: T 4N FIPE - ..� FEl~fi f'ORSUPASY pirsSUAr 13 rFET X FT /? 30 F.". .fk: , �r. ��' --"US FEET oN FA O X FErT "'ANAL :t�4S LF PUMP ► +< +O"��lL DYNAMIC ' s ..T �'r.: wTH i:ENS I\. 'MEsR : !�' 1 [q GOULDS PUMPS Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty bail bearing following uses: lubrication and efficient improved performance. construction. • Effluent systems heat transfer. ■ Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms manual operation. Auto- superior strength and corrosion standard Auoc+arom • Heavy sum resistance. (I anadim h+ ty P matic models include • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "F" or "C ".) factory, strength, and durability. SP ECIFICATIONS ■ Motor Cover. Thermoplastic GmAis Pumps 6ISO Soot Registered. • Solids handling capability: FEATURES cover with integral handle and '14' maximum. float switch attachment points. • ■ EPO4 Impeller: Thermoplas- Capacities: up to 60 GPM. tic Semi -open design with 0 Power Cable: Severe duty rated oil and water resistant. • Total heads: up to 31 feet, pump out vanes for mechanical • Discharge size: 1 NPT, seal protection. • Mechanical seal: carbon - rotary/ceramic- stationary, BUNA -N elastomers. • Temperature: 1041(40°C) continuous 1401(60°C) intermittent METERS FEET • Fasteners: 300 series 10 , stainless steel. g 30~ �—► * 2 . 5 sGPM ... • Capable of running dry without damage to R Fr components. 25; ...... _. 7 ' Motor: _ • EPO4 Si le phase: 0.4 HP, 5� 6 zo 115 or 230 V, 60 Hz, 1550 _ RPM, built in overload with Z 5 automatic reset. a t s' • EP05 Single phase: 0.5 HP, c 4 _ EPOS 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. EPO4 • Power cord: 10 foot s <_ standard length, 1613 1 SJTOW with three prong grounding plug. Optional 20 0 0o to 20 3 0 40 .1so GPM I foot length, 16/3 SJTW with three prong grounding plug - - - - - -- — L x (standard on EP05). 0 2 4 6 a 10 12 gym' /h CAPACITY Gou Pumps ® 2000 Goulds Pumps ITT Industries Effective February, 2000 83871 Q uick4 - STANDARD CHAURCR Quick4 Standard Chamber (EFFECTIVE LENGTH) i ����' ,� �{ i� f1l i, �- j 1� 1 - �' 1 I I A 4 SFCTIO14 VIEW SIDE VIEW MuttlPort End Cap —=Z1 X )L % FRONT VIEW SIDE VIEW TOP VIEW ..... . ...... mWW" 'J' Itift tat! n 0 Size —(wx L x H) Effec Lengvi Si 6 W x W 16 is 12 48' Invert Height 8 or 1.25" invert Height IMITLQ.W&FjgAj - y ft ye Ile W!,,, ltw Iatw wx* 1 6 , �EMF DIE IN '. tIARl 4AI H t,,j Ajtf. MR.- D WARRII, ;I, ,"w hj. WRCHANTAL3.j�N SYSTEMS INC I "AiII. III, lQuIMAIx! �.t--enbe5 11 �--d bY k"e H61dwl w thjrIl ixiny I c • l h ­ -, 'Z:%� �z; l ! EWhmffwoi arwtv Wasmater sauams- IJPM `ns�se, 30u ol loillo'! ,, 5tIt 1 -ea, ar"I t 05.a w'. afr, wr " a- � I o- rLlo I ur I r , Ile Innisiat of. In ti u, t'� : �-Nf� Ir o "Isvule sopt,- �vsj'.J.. In. vyven, 6 BUSIness Park Road * RG). Box 768 0mr1a conhAring 0 . ul,, Oh IXIE . lll CW,l be v)jl j,:l,Try jin � j Il 11 4 1 — ' �W Irlh I,, IhIq Old Saybrook, CT 06475 rji"m 4 u 1- e,,, it r_d�, . I-VIII thin 1. 1.1110 earl 860-577-7000 - FAX 860-577-7W I ho, tmu jrl-t4. n u,k I* InstaJoli, al•MIfICNf1F awe z­' hlo-vn!s nsialac, n3trLCKmI 800-221-4436 of rj,ow 3LA!­A in ,q jan3e Hr: aM ;Awl, i 41P I-', no =4. "a'. 'I'll 'y ei..a., re. ICr "IN AI .. .... 'dw "W1 V Is awcao,e *u"wIN "' e. :ho a W3 PAanh�: 4, 7 S9.661: 5.01 7,041; 56.488. 5.336,017. 5,401 I5; 1,4C- 1 Ani) Cana- �,ata.jts: 1,3?9 Dn <,Ow palenl',,mr0f)(3 5,5138,770; 5.fj3q. FA4 r "'t'itf 0 l, ELluallft'am Siddikirlder a tra0k`flankS Of fIIN1l`aj0F%3,Qj11,r lr.�; lnfinrato is a r 1 �- d I k t(- �P, MexlCo. Contxjr, Gun SwNd ca"I "ademark in Fwca- InflIvajo SWIeAr* inc 'Ind OU,ck4 are 1 F4(;enl;jrke of Inforator $ystam scilorl, mcrul.tiacurg , PoIyTuff, SndpLock, 8 w 0 2CW Inf4Iratw!;,,v&(t inc p I, c. i P ordL ( xk. OuckCut, QUckPI., W carne SOIL EVACUATION REPORT Page . of _a Division of safety and Buildings In accordance wltlr Comm 85, Wis. dam. code caxny Attaeh ate site plan an paper rot leas than 81/2 x 11 indres in size. Plan must , include. but not Urnited to vertical and hodaontal reference Point (BM), direction and Parcel I.D. 2 © cent slope, scale or dimensions, north arrow. and location and distance per to nearest road. Date Pfease pdnir au In _.._. pownw wknuebw you Wovkae —y be used for 15. (MW ProPervowner N R E (or l 114 S 31 T Z it I Property Owner's Malting Address of # t�odc # subd. Name or ( a e-- e- ❑ Vltla9e [Town Nearest Road Clty State Co / de ''' j ,r ' f'i;{ /, vle ❑ New Construction ❑ Residential i Number of denivad design flora rate GPD 0 Public or comrnerdat - Describe: Flood Plain elevation if applicable Parent materiel _ ft General comments and recommendations: M 1 p Baring Boring ® Pit Ground surface elev. q , ` ft. Depth to limiting factor _ /O in. Solt Application Rate Horizon Depth Dominant Color Redox Description Texture St Considence Boundary Roots GPDW in. Mtnsell t]u. Sz. Cant. Color Gr. Sz. Sh. •Etfll1 •Ef0l2 I o -/ 4( 1 3l Z -S m,<► is Nit //o �� — S rh t _ . 7 % F-g] B� # O Boring Applicabon 3 Pit Ground surface elev. 30 _ ft. Depth to rung factor /Z 5 in. Sol Rate , Horizon ; Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft in. Mursdl Qu. Sz. Cott Color Gr. Sz. Sh. • 1 *Ef<#2 f 0 - )3 6 3 /Z S ( a► , r e -s 1 VI ' . f y� _ if >o / - .5 O l _ - • � 1 Z • Em #1 = BOl) j> 3o � 22p mg& and TSS >30 150 mcyi,. • EMuert S 2 - 80D g 30 mWL.aod TSS <_ 30 mglL. CST Name (Please Pmt) 4/ Muse CST Number �-- O 4Q vY� �c - F Conduc Telephone Number Address Date EvaNtaliot ted Prop" owner S-io y 4 Pared ID # A f f Page of Dj � # Pit g Ground 9f1, 3G n Deptin to s t // b i n. Sol Rate Horiaon Depth OOmirctnt Redax Dettaription TOM" Structure Cansitnternoe Barndary Roots GPDOF MrlrnesM Ou. Sz. conk Color Gr. Sr- Sh. 1 'Ef2 in. R i � hm tr F-1 Ong # ❑ igmund swbm dw. R Depth to MOM factor in. loll Rate 0 Pit Horizon Depth Dominant Color Redox Description Todue Structure Cornsis7ertos Bacexiary Roots GPDIIF in- Ou. Sz. conk color Gr. Sr- Sh. 'Ef19M 1 *0182 . ❑ Borkv # a P Ground suface etev. Ik Depth to MAN factor in. Sod Rate Morison Depth Dorninant Color Redox Description Texture SMMUM Consistence Boundary Roots W in. klunsd Ou. Sz. Cad. COW Gr. Sz. Sh. 'Eff#1 •E1ffY1 ' Effiumt s7 = BOD,> 30 mglL and TSS >30:s 150 m91L ` Etllueat 112 = BOD,:S 30 m91L and TSS <_ 30 n'WL The DepattMent of Commerrx is an egnai oPPo =ity service provider and employer. If you need assistance to access services or 266 -3151 or TTY 608 - 2644777. need material n an awraate form a Please con the tk�trsettt at fSi- sso4330(a otM) ` ' r r� PAGE' 3 NAME: LOT# ( LEGAL DESCRIPTION:Nwl /4 1 /4,S 31T NjQ E(or SCALE: 1 "= y0' ELEVATION: 160, y BM I DESCRIPTION: 042 BM 2 ELEVATION: BM 2 DESCRIPTION: e- SYSTEM ELEVATION: SYSTEM TYPE: ('o u e O J fps A S° O c , 1 t 1 t 1 � t S 6 )0 6)0 1 t t t SIGNATURE: ' LJ� DA H POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1, of FILE INFORMATION SYSTEM SPECIFICATIONS LP0, wner ©i Oi�. Septic Tank Capacity ,� al 13 NA r ma d Septic Tank Manufacturer O NA DESIGN PARAMETERS Effluent Filter Manufacturer ,� O NA Number of Bedrooms 4 1 / d NA Effluent Filter Model d NA Number of Public Facility Units A Pump Tank Capacity a t 0 NA Estimated flow !average} el /da Pump Tank Manufacturer rc°.5+� ❑ NA Design flow (peak), (Estimated x 1-5) ��� g ai/day Pump Manufacturer O NA Sol Application Rate al /da /ft Pump Model ?p O NA Standard influwWEffkjent Quality Monthly average' Pretreatment Unit NA Fats, Oil A Grease (FOG) 530 mg /L 0 Sand /Gravel Filter 0 Peat Filter Biochemical Oxygen Demand i80%) 5220 mg /L ❑ NA 0 Mechanical Aeration 0 Wetland Total Suspended Solids iTSS) 5150 mg /L 0 Disinfection 0 Other: Pretreated Effluent duality Monthly average tapersal COM'a) O NA Biochemical Oxygen Demand (800.1 530 mg /L Ground (grovltyl D in- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L NA 0 At•6rads CJ Mound Fiscal Coliform (geometric mean) 51 O` cfu1100m ❑ Drip -Line ❑ Other: Maximum Effivant Particle Size 3 6 in die. ❑ NA Off 0 NA Other: O NA Othw O NA "Values typicai for domestic wastewater and septic tank effluent. ate ❑ NA MAINMW E SCHEDULE Serval Event Service Frequency inspect condition of tankls) At least once every: 3 a s tMaxMwm 3 years) O NA ear Pump out Contents of tank(*) When combined sludge and scum equals one -third (Y of tank volume 13 NA Inspect dispersal cells) At least once every: owls) (Maximum 3 years) 0 NA Clean effluent filer At (east once every: 13 month(e) ❑ NA ,'>i?Y arts) Inspect pump, pump controls ik alarm At toast once every: month(s) O NA R Is) Flush laterals and pressure test At least once every: O men al s) la NA ^-- Other: 13 month(s1 C3 NA At least once ovary: � C3 (s) L her: 0 NA MAINTMANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following license or certifications: Master Pkrmber; Master Plumber Rostricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing 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 collie) shall be visually inspected to check the effluent levels in the observation pipes and to chock for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may Indicate a failing condition and requires the immediate notification of the local ragulatory authority. 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MALSH WARRANTY DEED ii REGISTER OF DEEDS ST. CROIX CO.. MI j Document Number RECEIVED FOR RECORD •� � 03/12/2004 01:20PM RICRITe� .mad PhP ltYeenan d JANET P. ST OUT, WARRANTY DEED husband and w i f e, _ EXEMPT k 153 - .. - _ Grantor II REC FEE: 13.00 and GLENRIDGE PR LLC, a _W isconsin ___— TRANS FEE: Limited Liabi14 -ty Company COPY FEE: CC FEE: Grantee. PAGES: 2 j Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St Croix County. State of Wisconsin: Parcel A: I.. '. Name and Return Address A parcel of land located in part of the SW 1/4 of the NE 1/4, part of the NW 1/4 of the SE 1/4 Stout 1353 Awatukee Tr. part of the SW 1/4 of the SE 1/4 and Part of th i Hudson WI 54016 NE 1/4 of the SE 1/4 of Section 31, T29N, R18W,! own o , -- 'Croix County, Wisconsin; described as follows: Commencing at the south quarter corner of said !` Section 31; thence N 00 "E along the 042- 1088 -20 -000 north -south quarter line of said Section 31 a �I Parcel ltlentiticatwrt ) distance of 2629-88 feet to the centerline of 6Et ? his is not homestead property. Avenue; thence alond said centerline 589 52 38 a distance of 210.00 feet to the point of beginninq;(is) ([snot) {, thence S00 "W a distance of 1560 -23 feet; thence 589 "E a distance of 1104.65 feet; thence N00 "E along the east line ?! of said southwest quarter of the southeast quarter a distance of rl I� 230.66 feet; thence along the south line of said northeast quarter of the southeast quarter 589 "E a distance of 356.68 feet; {` thence N04 1 'E a distance of 396.12 feet to the beginning of I. a meander line along the shore of an unnamed pond; thence 530 "W alona said meander line a distance of 215.53 feet; thence S77 "W 5 along said meander line a distance of 251.94 feet; thence N48 0 52' 6 "W h alol>tg said meander line a distance of 520.74 feet; thence N21 "E along said meander line a distance of 345.76 feet to the end of said Exceptions to warranties: cont. see attached easements, restrictions, rights -of -way and covenants of record. if f Dated this � ` c — day of March 2004 (SEAL) (SEAL) Ij Richard O. Stout Janet P. Stout (SEAL) (SEAL) * AUTHENTICATION ACKNOWLEDGMENT I` Signature(s) State of Wisconsin, St. Croix County. it authenticated this day of PMdrCncame before rydhis 1 V t day of ! the abbove named a c ar Stout an dJanet P. ^ Stou Y P V ! TITLE: MEMBER STATE BAR OF WISCONSIN e �� —___ to 3 O ''S7— (If not. 2 C;r 0 known to be the person $ -_ who executed the foregoing JAE E. in authorized by §706.06, Wis. Slats -) ment and acknowled N OLSON Z ge the same. THIS INSTRUMENT WAS DRAFTED BY h� 9 ��' -- �-! " - � - - - - -- -.-- Janet P. Stout i, F •...,,,•...•' p_ 1353 AWatukee Trt . ty OP W ` yG , �, , Hudson, WIC" "`�� °tar P blic. Slate of Wisconsin � My o isslon is permanent. (If not ` ,� state explrat�io�n date: (Signatures may be authenticated or acknowledged. Both are not w necessary.) ' Names of persons signing in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co., Inc. WARRANTY DEED FORM No. 2 — 1998 - Milwaukee. Wis. U 25 26P 17 Parcel A. legal cont. meander line; thence S89 along the south line of Lot 4 of a certified survey map recorded in Volume 17, page 4560, at said register of deeds office a distance of 11.32 feet; thence N00 "E alonq the west line of said Lot 4 a distance of 520.78 feet ; thence N89 "W a distance of 865.82 feet to the point of beginning. Including all land lyinq between said meander line and the ordinary high water mark of the unnamed pond which lies between a line bearing S89038'16 "W from the beginning of said meander line and a line bearing N89 "E from the end of said meander line. Parcel contains 35.02 acres to the meander line and 9.99 acres more or less to the ordinary high water mark. Parcel is subject to right -of -way for 65th Avenue and subject to all other easements, covenhnts, and restrictions of record. LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF WARREN COMPUTER NUMBER 042 - 1088 -20 -000 Parcel Number 31.29.18.489 OWNER NAME: First RETIRED Last STOUT PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment SECTION 31 TOWN 29N RANGE 18W %160 '/440 Line Description Line Description TOTAL ACREAGE 52.000 PLAT LOT BLK 01 SEC 31 T29N R18W 52A NW SE 15 02 ALSO PT NE SE DESC AS COM 16 03 E1/4 COR SEC 31; TH S 89 DEG 17 04 W 867.45' TO POB; TH S 89 18 05 DEG W 449.31'; TH S 0 DEG E 19 06 1298.51' TO SW COR NE SE; 20 07 TH N 89 DEG E 356.68'; TH 21 08 N 3 DEG E 905.84'; TH N 2 22 09 DEG E 394.48' TO POB (12A) 23 10 & INC PT SE NE S OF 65TH AVE 24 11 & W OF 479B 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit r r • 1 �, 231 P" 614 730196 STATE BAR OF WISCONSIN FORM 3 - 1999 KATHLEEN H. WALSH QUIT CLAIM DEED REGISTER OF DEEDS Document Number ST. CROIX CO., WI This Deed, made between Merton E. Timmerman Trust RECEIVED FOR RECORD 07/14/2003 04:00PM QUIT CLAIM DEED EXEMPT # 13 Grantor, and Richard O. Stout and Janet P. Stout, husband and wife, REC FEE: 15.00 TRANS FEE: COPY FEE: CC FEE: Grantee. PAGES: 3 Grantor quit claims to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area (See Attached Exhibit "A ") -- Name and Return Address 35 3 Aw anvkA--- This Quit Claim Deed is riven to clarify the �f- +MSdY%� w� 1'ojlp boundaries between the Grantor and the Grantee hereto and is not creating any new parcels of land. (jq2 - 1 DSO- z0 - 000 Parcel Identification Number (PIN) This is not homestead property. pt) (is not) Together with all appurtenant rights, title and interests. Dated this 30th day of April 2003 Merton E. Timmerman Trust R� -- — * * By: Richard L. Ti Trustee AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. St. Croix County ) authenticated this day of ' Personalty came before me this 30th day of April , 2003 the abQye named * Merton E. Timmerman Trust by t7 h c8 ?'. -" ri•, Trustee, TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who exe r�g�ng (If not, ; , str ment and acknowledged the me.: ".lam,; • authorized by § 706.06, Wis. Stats.) : +�' �.. THIS INSTRUMENT WAS DRAFTED BY * Ka en n • �•'•`" Attorney Kristina Ogland Notary Public, State of Wisconsin , j Hudson, WI 54016 My Commission is permanent. (If not, state ' ex . itEt0 i!"� (Signatures may be authenticated or acknowledged. Both are not necessary.) June 19 2005 ) * Names of persons signing in any capacity must be typed or printed below their signature. Information Profesafonals c ompany. Fond du Lac, wa STATE BAR OF WISCONSIN 800-55 - 2021 QUIT CLAIM DEED FORM No. 3 - 1999 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE1 /4 OF THE SE1 /4, PART OF THE NW1 /4 OF THE SE1 /4, PART OF THE SE1 /4 OF THE NE1 /4 AND PART OF THE SW1 /4 OF THE NE1 /4, SECTION 31, T29N, R1 8W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN. PREPARED FOR: SURVEYOR: RICHARD STOUT DOUGLAS J. ZAHLER 1353 AWATUKEE TRAIL S & N LAND SURVEYING, INC. HUDSON, WI 54016 2920 ENLOE STREET HUDSON, WI 54016 SURVEYOR'S CERTIFICATE I, Douglas J. Zahler, Registered Wisconsin Land Surveyor, hereby certify that by the direction of Richard Stout, I have surveyed, divided and mapped a part of the Northeast Quarter of the Southeast Quarter, part of the Northwest Quarter of the Southeast Quarter, part of the Southeast Quarter of the Northeast Quarter, and port of the Southwest Quarter of the Northeast Quarter all in Section 31, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin; described as follows: Commencing at the East Quarter corner of said Section 31; thence along the east -west quarter line of said Section 31 N89'25'26 "W a distance of 855.09 feet to the point of beginning; thence along said east -west quarter line N89'25'26 "W a distance of 12.32 feet; thence S03'14'33 "W a distance of 394.47 feet; thence SO4'35'22 "W a distance of 509.70 feet to the beginning of a meander line along the shore of an unnamed pond; thence along said meander line N07'27'02 "W a distance of 278.19 feet; thence along said meander line N56"37'44 "W a distance of 217.97 feet; thence along said meander line N41'48'12 "W a distance of 201.11 feet; thence along said meander line N61'40'57 "W a distance of 60.79 feet; thence along said meander line S55'12'46 "W a distance of 264.24 feet to the end of said meander line; thence S89'38'16 "W a distance of 11.32 feet; thence NOO'46'09 "E a distance of 520.78 feet to the centerline of 65th Avenue; thence along said centerline S89'52'38 "E a distance of 151.24 feet to the point of curvature of a 720.00 foot radius curve, concave northerly, with a central angle of 34'30'59 ", a chord that bears N72'51'52.5 "E and measures 427.22 feet; thence easterly along the arc of said curve and centerline a distance of 433.74 feet to the point of tangency; thence along said centerline N55'36'23 "E a distance of 174.14 feet; thence along the west line of that property described on deed Volume 525, Page 359 SOO'09'51 "W a distance of 266.53 feet to the point of beginning. Including all land lying between said meander line and the ordinary high water mark of the unnamed pond which lies between a line bearing S89'38'16 "W from the beginning of said meander line and a line bearing N89'38'16 "E from the end of said meander line. Containing 9.09 acres to the meander line and 9.99 acres more or less to the ordinary high water mark. Subject to right -of -way for 65th Avenue and subject to all easements, restrictions and covenants of record. I also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes and the Subdivision Ordinance of St. Croix County and Warren Township in surveying and mapping same. -- - -- - - ------- - - - - -- 7 = Oy= Q -- Douglas J. hl r S 2145 Date S & N Lan Sur eyin Inc. 2920 Enloe St. Hudson, WI 54016 (715) 385 -2007 CURVE DATA TABLE (ALL LENGTHS ARE IN FEET) Curve Radius Central Chord Chord Arc Tangent Bearings Number / Lot Length Angle Bearing Length Length Tangent In Tangent Out C1 720.00 34'30'59" N72'51'52.5 "E 427.22 433.74 589'52'38 "E N55'36'23 "E 4 720.00 04'12'38" N88'01'03 "E 52.90 52.91 589'52'38 "E N85'54'44 "E 3 720.00 16'25'53" N77'41'47.5 "E 205.78 206.48 N85'54'44 "E N69'28'51 "E 2 720.00 05'42'31" N66'37'35.5 "E 71.71 71.74 N69'28'51 "E N63'46'20 "E 1 720.00 08'09'57" N59'41'21.5 "E 102.53 102.61 N63'46'20 "E N55'36'23 "E C2 753.00 34'30'59" N72'51 "E 446.80 453.62 S89'52'38 "E N55'36'23 "E 4 753.00 04'08'53" N88 "02'55.5 "E 54.50 54.51 589'52'38 "E N85 "E 3 753.00 15'34'29" N78 1 I'll 4.5 "E 204.06 204.59 N85'58'29 "E N70'24'00 "E 2 753.00 05 N67'41'30.5 "E 71.16 71.18 N70'24'00 "E N64'59'01 "E 1 753.00 09'22'38" N60'1 7'42'E 123.10 123.24 N6459 "E N5536'23 "E THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6052 -18 DATE: 02/07/2003 REVISED: 07/09/2003 SHEET 2 OF 2 SHEETS VOL. 17 PAGE 4560 /3 - � 3 729Es54- VOL 17 PAGE 4560 KATHLEM H. ALSH REGISTER OF DEEDS ST. CROIX CO. WI hECORD CERTIFIED SURVEY MAP RECEIVED FOR 07/10/2003 1 15PM LOCATED IN PART OF THE NE1 /4 OF THE SE1 /4, PART OF THE NW1 /4 OF THE CERTIFIED SURVEY MAP SE1 /4, PART OF THE SE1 /4 OF THE NE1 /4 AND PART OF THE SW1 /4 OF THE REC FEE: 13. 00 NE1 /4, SECTION 31, T29N, R1 8W, TOWN OF WARREN, ST. CROIX COUNTY, COPY FEE: WISCONSIN. LEGEND PAGES: 2 FOUND ALUMINUM COUNTY PREPARED FOR: SURVEYOR: SECTION CORNER MONUMENT RICHARD STOUT DOUGLAS J. ZAHLER FOUND 1 `OUTSIDE DIAMETER IRON PIPE 1353 AWATUKEE TRAIL S & N LAND SURVEYING. INC. HUDSON, WI 54016 2920 ENLOE STREET O SET 1- 5/16" OUTSIDE DIAMETER BY 18' LONG IRON HUDSON, WI 54016 PIPE, WEIGHING 1.68 LBS. PER LINEAR FOOT a� ENCH MARK: • • • • • • • • • • • • • • • • • ROADWAY SETBACK LINE (100' FROM RIGHT -OF -WAY) { � 0 �Z3� TOP OF V IRON SLOPES 20% OR �� 0.3 PIPE ELEVATION GREATER �Dg �6�g ,�a• �� X1014.9 x EXISTING FENCE N89'25'26 "W 5309.32' �, r15y 51 a`L o N O ) - - - - MEANDER LINE pV ! ' 1 0)O y O O.H.W.M. ORDINARY HIGH WATER MARK 6_ Std rn 151 / w C� o 4�� iai@D F1 sic s 1 S89 °52'38 "E °' C 7. w I i sW BAST -HEST � SEE JS89 °52'38 "E ' 1/4 LINE 55.09' 3751 151.61' Qw C N89'25'26 "lI cn 690.62' i , . 3 . B114 COR. �+ SEC. 31 co i \ �. • • I `NS9 °25'26 "W SILOS �, " �1W 1 2_32' z �� O "��'°� y� LOT 1 -A 1 - -- 0 0 LOT 4 co �, m N LOT 3 w -- in V ad N"_ W inn I CO- A ` SHED -; - U ;v 1 ��� iii!!! v ` - - - -- ZV_ y W �7 i QOZ 1 0 (M 0 2 O7 CA m u , J tr i r� W r4- + ,coj� w a CO Z T /6.f�:.: :C ��tIGHT- F -WAY :\ �Za a .. '2v •.•:.: . •.: Fr F L :3 LOT �.:. ... w ( �.::: y5�? ZED `L �\ ° vim'::::.:: O I SECTION LINE I • v .!y. cn::::. B 5 . O ca _ BENCH MARK: 90 3 1 C I 659 ° :35' 1 6 - W � TOP OF I r ::::::: :'r i+ •... � 12 � ' p 1 1 1 .32' FOUND 1" IRON PIPE. �A = ; " \ss. \ C � R 60.8 ELEVATION ��0/� 2' o -_ D ,AIL Efi� r� �4y. 0 999.0 Y ` : 9> \ /?i ' • ;� (NOT TO SCALE) A PRO SCALE IN FLET 1" = 750' S CROIXCOUNTW•H.W•M• 1 N rRIGHT-OF-WAY Planning Zonino and Parks comralhW.= , d N I 15 0 1 5 0 JUL 1 Q 2003 9991 1 L � " call I i LOT AREA TABLE o� LOT SQ. FT. ACRE � i 33' 33' If not recorded within 30 da s of - - S a y ro � LOT 1 INC. R/W 121,690 2.79 � � , 6 V LOT 1 EXC. R/W 112,592 2,58 of slo realer 9 N ` Q I 1 not identified on the cq f Z • • • • • y �O, • • • • • J LOT 2 INC. R/W 90,767 2.08 approved plat and not LOT 2 EXC. R/W 88,409 2.03 covered by escrow money ROADWAY SETBACK LOT 2 TO 0. H. W. M. 2,61 are required to apply for JOINT DRIVEWAY LOT 3 INC. R/W 89,995 2.07 and receive a separate 1e , EASEMENT TYPICAL special exception permit. (NOT TO SCALE) LOT 3 EXC. R/W 83,211 1.91 This permit is applied for r S89 °38'1 6"W LOT 3 TO O. H. W. M. 2.3t through the zoning office / 31.71:t LOT 4 INC. R/W 97,523 2.24 and is reviewed through a r LOT 4 EXC. R/W 90,753 2.08 public hearing process by Each Parcel shown on this ma is sub ect LOT 4 TO 0. H. W. M. 2.31 the St. Croix County Board P 1 NOTES: ALL O.H. W.M. (ORDINARY HIGH °f Adjustment. to State, County and Township laws, rules WATER MARK) AREAS ARE EXC. HIGH and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.) Before ALL AREAS NOT LAI3LED TO O.H.W.M. purchasing or developing any parcel ARE AREAS TO THE MEANDER LINE contact the St. Croix County Zoning Office and the Town of Warren for advice. THIS INSTRUMENT DRAFTED BY: WILLIAM KANE SHEET 1 OF 2 SHEETS JOB NO. 6052 -18 DATE: 02/07/2003 REVISED: 07/09/2003 VOL. 17 PAGE 4560 ! r � w. � .• r Monica Lucht Subject: #453261 Schumaker - Glenridge Prop. Location: T of Warren, Lot 4 Start: Wed 9/29/2004 2:00 PM End: Wed 9/29/2004 3:00 PM Recurrence: (none) 042 - 1088 -20 -125 31.29.18.489E 1