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HomeMy WebLinkAbout032-2176-14-000 0 cn O 3 n I r� m O fD `r1 C 3 rA, T n C: so s n 3. N OZ O L- O N W `C • 7 S. 9 C 9 v- 3 W N 1�1 (D 7 7 7 CD 1D co O N A N O N CD O. �. C N 1 7 V 7 N Ch A r� C1 0) (O _ O CO A R Co O O O C CD C 7 f0 b Al a 7 O ' 3 H = O r. (n M O O v F m v � v D � 4 m m N a v o CL o ` ;o a o z 5 0 0 C/) n r cA CL 0) cn j 3° c CL cn Z m O O O 3• v CA (n U) a vy A m CD m N a CL M y Z O O a D O �i O — 7 m o c� N • N y C CD p 7 C S. N W A 0. n 3 0 7 Z O O ' m O A z 0 � a Z --I W N CL Z C !? N y Z I (D w I CD D CD a N :3 n (D m n Z O p O O m O U) < yy O y Q, N N o I � N I O a A � N o_ b CD Up o A � I 0 O � v i O L b Ii ST. CROIX COUNTY ZONING DEPARTMENT r AS BUILT SANITARY REPORT Owner '�:dcl� c.s t Co 8 83 S-r Cit ;t=State So M:c_g. W I 1 5 Legal Description: I-ot 1 �t Block - Subdivision/CSM # I- A'K'F6r 2>4E E STt9 Te S . V. sw '/, 5 W . See- tZ , TAN- Rl,9 Town of 50 M eASCE-1' PIN # 03 2 -2 t ( +-,ov SEIc'1`IC TANK -- DOSE CIIAMBEit -- HOLDING TANK INFOR'IATION - W A T l 1 M� U l NSTF} �-�-9 ?� O�V, W E L� w Pr s Tank manufacturer W I E'5e IZ Size 3T/PC 1 OG1Clf Setback from: House ► Well * P/L� 50' Pmnp manufacturer N I Model > Alarm location Ilk (HOLDING TANKS ONLY) N l r%r Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORI' PION SYSTEM: Q V I c-.A4- CO V6rj -1 __ Type of system: I nr _& Qoayb Width 3�' Length V Number of Trenches 2 Setback from: House > 30 Well 4 P/I, low' Vent to fresh air intake >3o' ELEYAT'IONS Description of benchmark B o ?To M vF E7 fhQ 4& E S j,D/n4t{ Elevation IO O • oa Description of alternate benclunark /3� 7 Tv m o Hy " e S t D I N tz Elevation X63 Building Sewer 8 9 .7,5 ST/HT Inlet $T Outlet i88' . !o / PC Inlet PC Bottom Header/Manifold 8'7, Top of ST/PC Manhole Cover q /2.8D 4. ( 9 Distribution Lines( (� Bottom of System ((Jj � tp D41 (S) . 0 9 ( ) Final Grade Date of installation /25706 ermit number J State plan number Plumber's sfgnature ` License number 23 1 Date I / Inspector KG V I IV � > _ Q ' Q conwk a rbe 0- Ulbricht & Associates Private Sewage Consultants 2812 10th Ave. Sprinq Valley, Wl 54757 �N. .KY/ r A th cA N ° t � a v s � � r ad r- Z ve E m � •• v � - Ul • ,� o �^p do g Z°p • � n .a cA W 0 a r • m � un_ co " O N P < c� (n Cb n Lv t N v N SO IL - TFEEST EXT"E^1Z �54�STE I^�S'rt L -QED )t SOI L- REPO 1 .:7 w E .-J T Tp k& -z-t4 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page L of 1 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code county Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O 3 Z — Z 1 4 '1 y" ' V COO Please print all information. 1 by Date Pamonat information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). ZZ Property Owner Property Location I - I•✓ A " l ' 6:3 us C> t �� j, I B C Govt Lot S w 1/4 S W /4 S 2 T 3 p N R E (o) Property Owners Mailing rM c Lot # I Block # Subd. Name or CSM# t0.3 5 V ' • A• - 1. �} K•ES I [fie' ;arT/l'T 5 CRY State Zip code Phone Number ❑ city ❑ village Town Nearest Road 56 MW r W1 15" 9h 50A4 25 -, 83rD s P New construction Use: IN Residential / Number of bedrooms _ Code derived design flow rate 4 J GPD ❑ Replacement ❑ Public or commercial - Describe: _ Parent material Flood Plain elevation if applicable R General comments and recommendations: # ❑ Boring F pit � Ground surface elev. qs IO ft. Depth to limiting factor 15 in. Sod Application Rate Horimn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Mansell Qu. Sz. Cont Color Gr. Sz. Sh. "Efr#1 'Eff#2 2 5 ME i� Sv8Ml7T 3 `+6 5 — S 05ci d 1 - - . L - (o (� h1A N S C ^J -6 0 -& U Boring # ❑ Boring ❑ Pit Ground surface elev. fL Depth to ranting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOW in. Munseil Qu. Sz. Cont. Odor Gr. Sz. Sh. 'Eff#1 `011#2 Eftkient #1= BOD > 30 < 220 mg& and TSS >30 1 150 mlg& ` Effluent #2 = BOD < 30 mg& and TSS 130 mg1L CST L L- etz -tc-ti T �5 93 Number Address Date Evaluation Conducted Telephone Number 2 0'"" Or 5P0 -11 7 1 1 LL Et, W 1 — 412- 5 /0 (o - 7 15 772 .3442 - Ulhricht & Associates Private Sewage Consultants 2812 1 Oth Ave. Spring Valley, WI 54767 ORIGINA - 1 Property Owner Parcel ID# Page of F-1 Boring # ° Bonn ❑ Pit Ground surface elev. ft. Depth to limiting factor in. so>f Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Corti. Color Gr. Sz. Sh. `Etr#1 'Etr#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to lin iting factor in. Son Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfI= In. Munsell Qu. Sz. Corrt Color Gr. Sz. Sh. 'Eff#1 'Etr#2 Boring F # ° Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sod Applicadon Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/FF in. Munsell Qu. Sz. Court. Color Gr. Sz. Sh. *M1 'Eff#2 E #1 = SOD, > 30 < 220 ffQ& and TSS >30 1150 ffV& ' Effluent #2 = BOD, 130 mg& 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 departrnent at 608 -266 -3151 or TTY 608- 264 -8777. seo.esw(RAW) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Building Division . (t INSPECTION REPORT sanitary Permit No: t � (ATTACH TO PERMIT) 487955 GENERAL INFORMATION State Plan ID N Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: T.I. Magnuson Homes I Somerset, Town of 032 - 2176 -14 -000 CST BM Elev: Insp. BM Elev: BM Description: Sectionrrown /Range /Map No: 12.30.19.1499 TANK INFORMATION EL VATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ` (6-S fR ' Benc mar •� L .� Dosing w t � Al BM .# Z 9 %v ?, I 5ve. Aeration Bldg. Sewer , Holding St/Ht Inlet I I. s S9• °° St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ( ! ./ 0 Dt Bottom 13 Dosing Header /Man. 13 •! o • 1f I I Aeration ��- s � �r w I �• 3 Q 6•/ Holding Bot. System r PUMP /SIPHON INFORMATION Final Grade (? RZ. 4 66 Manufac urer Demand St Cove/r GPM (o f> Z Model Num r TDH Lift Fricti oss System Head TDH Ft F_ Forcemain Le th ia. Dist. to well SOIL RPTION SYSTEM rend RENCH idth / Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIME � O' � 'Z SETBACK SYSTEM TO O P/L LDG WELL LAKE /STREAM LEACHING Manufa INFORMATION CHAMBER OR ✓ Type Of System: ! I UNIT Model Nu er: v, >So 3 DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Len 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 ed /Trench Center Bed/Trench Edges Topsoil - Yes L'_-� No 7e,�,N], �' J MENTS: (Include code discrepencies persons present, etc.) Inspection #1• S C tw o Inspection #2: Location: 1643 83rd Street Somerset, WI 54025 (NW 1/4 SW 1/4_t1_2. T30N R1 8W) Lakeside Estates Lot 14 Parcel No: 12.30.18.1499 1.) Alt BM Description = r, 'All a 6 -1e � 2.) Bldg sewer length = 9 � amount of cover A �� �- 3 cis � ►� -Ei o,,, dZ�tq. `) Plan re sion Required? es No M c � J.. 2 It , — � C Use other side for additiona i atio �_ _ _'�.. -_- - - - I epctor's Signature ' Cert. No. SBD -6710 (R.3/97) Safety and Build' sion County / r AM 201 W. Washington e, P. 2 S_1 • CRb/ 1_ Madison, WI 3707 - C Permit Number to be filled in � Co. ������ (608) 2 6 3151 �!V �s s ( ) A 76 Department of Commerce r Sanitary Per i t C tit ri ! 2 �O State P n I.D. Number In accord with Comm 83.21, Wis. Adm. C ona . n you.$#o e ' J may be used for secondary purposes Pn Law, m) O/k eo Proj Address (if different than mailing address) I. Application Information - Please Print All Information UNry 3 8 3 RZ ST b 3 -1 • ;k 6 y l'�- OV Property Owner's Name Z Parcel # Block # Property Owner's Mail n Address Property Location �3 City ,State Zi > ''A Section / p Code / � Phone Number �t by S Y6 I . //1/� Subdivision V N' / (c le W . /y99 II. Type of Building (check all that apply) )61 or 2 Family Dwelling - Number of Bedrooms RS S 17 M E _0 S-Name �^ CSM Number ❑ Public/Commercial - Describe Use 1 1 A 5 , S�� C S Tf -7-,6- S ❑ State Owned- Describe Use \ L J l 7 -l- 1 -7 ❑Ci ty - 11VillageATownship of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ❑ New System y ❑ Repl390vwn6@y@Nw ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B, List Previous Permit Number and Date Issued ❑ Permit Renewal Permit Revision. V El Permit Transfer to New .Before Expira#on Owner IV. T e of PO C a l , )4 Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip-Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Applicatign Rate(gpdsf) Disl�rsal Area Required (sfJ Dispersal Area Proposed (sf) System Elevation - D f Q S / 7 V y 3 <C/( / � / ✓ /� �- V .Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber lastio 6 3 Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit p �� Dosing Chamber VII. Responsibility Statement - L the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Sig ature P/MPRS Number Business Phone Number Z(�UR i C,G,rt z2Ce 3 • 3 qq Plumber's Address (Street, City Zip Cod 5 �Ce VIll on" /De artment Use Onl Approved El iISpTOVe Sanitary Permit Fee (includes Groundwater D Is is t Signa re S ) Surcharge Fee) C 1 ,47ML ❑ O er � nRe Denial 7 dU 1 IX. Conditions of Approval/Reasons for Disapproval n SYSTEM OWNER: 3 ) fy wt� - S,,) 1. Septic tank, effluent fitter and �� I`2 a dispersal cell must all be.services / maintained as per management plan provided by plumber. c 2. All setback requirements must be maintained y Qt3C aJ �vv\ ns . �� 5 54r--v� Jr as per applicable code / ordinances. d- Attach complete plans (to the County only) for the system on paper not less than 9I/2 x I 1 inches in size SBD -6398 (R. 01/03) Lo- t 4 0 3 6 -- Z I - 7 4o - t om --00 . E3aF3 � 1v s Ulbricht & Associates Private Sewage Consultants 2812 10th Ave. — V3 Spring Valley, WI 54767 r` • c 60 t "Tt7M OF SID)/ ON z o jv e /Va: � BM #-2 = `�'�i: 30 jD lS"`S,T. 80 TTDM OF S1b1Alf( �'� 1 101 .0 U I L_D rJ Se w Ex1T5 A T 4-P PROk 8q ail cf5. I 13 VII • l 2 b' > /z5- � %;' r , r L✓ S YS TA • $2 `�3. 1 THIS POWT SYSTEM SHALL NCORPORATE PER COMM. 83.44(2)c A PROPER ZABEL FILTER MODEL # 4_10 g 5.cv ( �r tam .pc kf t RECEIVED APR� 2006 ST. CROIX Orsa coomeme ALU�►�Yt W R ORT ► 3 Safetyand end in accordarxe with Conan 85. Wis. Adrn. Attactr cbmpiete ate parr on paper not less than 61 x 11 y in size. plan mast 5 a G X20 I iodate, but not 6rn&ed to: vertical and hodaocml r+etermw point (W, dweckin and PaMM I.D. percent dope, scale or dmenswM r"m afrow, and location and asu nce to nearest road. Please print all information. by Date F*somn hfamaaon you proud* -W be used rorsewn Iwy p-pom ii'& Law e.1SA4 (1) (m)) `1 11 Promftowner D t'roperlyLocatien ? . 1 . , 4 4a nUSoh Ent. /NG • Govt. Lot va 1/4 s T owners S SW N R E W ' 2 D c r Lot # etocx # subd. Name or G,SNMl i u 3 -�- t • � y' L gK15 1DC r State Tip Code phone Number �on7vY5et W I 5°t-b c � gt-Kj - 747 o cry ® � Town Nearest Ro So A4 i-R 8 ra Ste: JW Now Cwmf n� Rest �;� / Nrarrber of bedrooms code derived desIgn now rata 0 � ❑ Public or oomnwdaf - Des«�e: GpD Parent nub" Flood Plain elevation if applicatble M General comments � and S � � S ` Area9t�..,pot Tested suitable for a conventional ingrcunc .sVS +err P.n.W.T,S.) 1 4-t A,, o ® Pit Ground surface elev. (O IL Dept, to bnitirrg factor > C WL soa Awkmllcm Rate i imwm Depth Donkmdoolm Nedorc Desm"m Texture SkUCUe Consistence Bourfty Roots GPIW in Qa. Sz Coat. cow Gr. Sz Sh. 'E01 I *am 0 -1 to 10 Y R 2 2 -f bx nn-Fr 2 lb I Y 4 14 5 1 CL 2- -F bK m-F i 0 w -r= 4 3 V I o Ye- Se, l m b K rn-� i p. w 3 v .2 '� or 5/ I — — . - 7 1 El _T I I n 5•Z a * ( PPit r9 Gronnd surfms eiev. �3 � lz to factor , D Sw Azwkwon Rate Wftn MpM Donnmnf Colm Texture SbucNce Consistence agar n&" Rooks ropm in. Murnsep QtL Sz ConL Color Gr. Sz Sh. *M1 'ERlF2 . I 0 - 1 3 - 'e 2mhK m C S - i 2 13.3 1 D y 5 iC l I'Y h C W 3 37- 5 YR `y - C l V bK W1 a W 3 v - F -4 • (A 14 4(o-1 I p YR 5 4 S 0 5 I - — . - 7 1 .16 a1 6 ' Eflltve t #1 = soD > 30 < 220 mglL and Ts5 > 30 < 150 mglL - E11 rt 112 = a3t]D < 3o m�IL and TSS < 3o nrplL csr Name (Please Prim - - - - t- 5 93'S Addmn Date evaMralion Conduc6ed Telephone Nn ndw 2$12 10 _ C` AV E Sf� VAL- L-e4 - V1 3 - 715. - 772.34 42 ORAIGAINAL Propert Pamd iD # Page 2 of 3 a # ® pit Ground surface diev. g3.05 R Depth to frruTng factor ? o g MlioWm Ras Hoiaon D VM Dom6tartt Calm Redoc Desalpliiort Texture Structrtre Corrsistertoe Boeedary Roots GPM to Munsel Qu. Sz Cant Color Gr. Sz Sh. 2 I C )_, 1 2 m m-Fr c s 2 11-3 1 O1' */ — i v 1M� W - F (o 3 - 7 � `f/ s tel K -Fi CL K/ of 2 .3 HQ F] ❑ Pit Groetrd surface eev. R Depth to knOW factor in - Soil Applicafm Rats Horiaon Depth Dorm wt Calm Recta Desaip6on TOMM Structrne Carte Boundary Roots GPM io. Munsel am Sp- Catt. Color Gr. Sr- W 1 ❑Boring # ❑ Borerg ❑ lie Ground surface etev. R Depth b IrttrTrtg taaor in Sat Application Rate Hmtwn Depth Dom*wtColm Redox Desatptiort. Texture Struckue Consistence Boutdary Roots GPDAE iL Morsel Qa Sz. Cott Color Gr. Sz. Sh. *EW • F -I ❑ P g Ground surteoe elev. R Depdt b factor k Sol Applimmilon Rate Horiaort Depth Don* wt Color Redox Dasai dm. Teomne Strucd#e CaebWm Bourdary Roots GPOW in. Munsel Qa. SL Cott. Color Gr. SL Sh. *EW1 'EM2 • EtUuW #1 = BW, > 30 S= nV& and TSS >30 _< 150 nglL • Eft at 112 = BW _< 30 rrg& and TSS < 30 OV& T The Department of Commerce is an equal oMrttmfty service provider and e:mpioyer. if yon need assistance to access services or ned mataW m an alternate fo nat, pkase cmuwt the departtne nt at 6t)$- 266-3151 or TTY 6W264 rM. s00awptkm • r OMENS �1& ©- ��,� ©• iWWIm��Mmmm Iola mm ORR mm��� i■�������� Lo 1 036- 2 (o -t-4 - 00 0 E3aF3 d CL Z c IBM #1 = IDD00 th Bo " "TOM OF S ) DJt JC 7 ON (gPpQ6(n e Z BO TToM op S ibil0ky ON t4oUsE XL-0 3(z> EXIT5 A T srpPRo1C (no' -� - • 61 1 7 s. c� 30' i 12 d' i 90' A vim- C::i R,9DE �8ovel IV ,F r/✓ SYSMi4 S d • $2 R3.1 5. 9 co l ULBRICHT & ASSOCIATES CO. 281210th Ave. • Spring Valley, WI 54767 Reg. Designers of Engineering Systems 715 772 -3442 Private sewage Consultants PROJECT INDEX p PLAN ID # DATE 11,•ei OWNER % • .1 . /G G A U S O A PHONE G/� • 9 WO ADDRESS �� S/ /vP/Lf) 41-7 /. 5' q0 t LEGAL, DESCRIPTION L6 � � /� G���`S11i (:5�5 7 TOWN OF / — COUNTY s C � ( CSTM T• S i 3 LOCAL AUTHORITY/ SUPERVISION S � . C o - o i x C PROJECT DESCRIPTI ! D/P y iAW L PO QJS 7 S iN ) o 7 o LD T M ,P Gvr¢ S �V %L 7 4 F� , � 0 ,VZMVj s yS 7 7 400lZ gr Ulbricht & Associates Private Sewage Consultants 2812 10th Ave. Spring Valley, WI 54767 1 Pi ��C Pg.l INFILTRATOR SIZING WORKSHEET Pg.2 SYSTEM PLOT PLAN P9.3 CROSS SECTION OF SYSTEM, WITH ELEVATIONS. P9.5 OWNER MANAGEMENT PLANS & ZABEL FILTER SPECS P9.6 (OPTIONAL) CROSS SECTION AND SPECS FOR DOSING TANK. PG•7 (OPTIONAL) PUMP PERFORMANCE SPECS. The attached plans and specifications are based on "In- Ground Absorption Component Manual For Private Onsite Wastewater Troa �mcant Qvet amp . �� (17arc i nn 7 _ n 1 PP - n75 — (vni /(11 _ kA d N � � M c y� �l CD Now M m a o m ' T M m OD N 1 ( w \ M z � 1 �,IAI z '' Iff x a nvo SS SEc 1 1010 a T mss' 1ff 4f�f f l a OVER: See Reverse Side for Vent/ Observation Pipe Details. Safety and Buildings Division County T /� y 201 W. Washington Ave., P.O. Box 7162 J • C /c 0/� Nvi sconsin Madison, WI 53707 — 7162 Sanitary Permit Number (to be filW in by Department of Commerce (609) 266 -3151 - Sanitary Permit A ' o State Plan I .D. Number g In accord with Comm 83.21, Wis. Adm. Code, vide may be used for secondaty purposes Privacy Law, s l5.04(1 Pro dldW&t than add ) 0(7 , # `F3 �3- s-f- Application Information —Please Print All Information 4T • 50 , Prdkrty • Od O Owner's Name p Parcel # Lot $lock # 3 rV USo,V Property 's Mailing Address lion F3 gd • s T ' Ni ls 5 Section z City, State /� Zip Code rt Phone Number ' l .5 ,*A/,l?il . S l J�V 1. S dA4• � t/ � g(circte o T N; R l E o H. Type of Building ( k all that aPP � QO �¢/'S � HVA ��// At or 2 Family Dwelling- bet of Bedrooms Subdivision Nam jh0kanthaf- ❑ Public/Commercial - Describe se %!�E ❑State Owned - Describe Use ❑City ❑Village56T.wnshipof III Type of Permit: (Check only o IT on line A. Complete line B if a ieable) A ' New S Stern ❑ y Replacem,n ystem ❑ TteattnenUHoldin Reptaceruent onty ❑Outer Modification to Existing Sysrent B • ❑ Permit Renewal ❑ Permit Revision ❑ Change of El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. T of POW" S stem: Check all that a Non - Pressurized In- Ground ❑ Mound > 24 in. of suitab so' ❑ Mound < 24 in. of suitable soil ❑ At -Grade 11 Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized 1n- Ground El Holdtag El Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter Leaching hamber ❑ e ❑ el -less Pipe ❑ Other (explain) V. Die rsaVrmatmentArea Information: 2 Design Flov� ) Resign Soil Application Ra Required (0) spersai Area,Proposed (sf) ystem Elevation f • 'J - r ,6 � e A I 6!1�z 9; 3. VI. Tank Info Capacity in Total Number wacturer Prefab Site Steel Fiber Plastic Gallons Gall of Units Concrete Constructed Glass New Taub. Tanks Septic or Holding Tank h � D f10 Aerobic Treatment Unit Dosing Chamber VH. Res nsibility Statement- L, a undersigned, assnmc responsibility for installation of th OWTS shown oo the attacked plans Plumber's Nam (Print) Plu Si Number Business Phone Number Row 7' ?OX 1 z z 6 3 7 /,S • 7 7.1. `f if Plumber's Address (Street, City, Zip Code) 171/ /4 /Z, 4U.,Q . SQ/ (- VIII. Coun /De artme Use On Approved ❑ D' ved Sanitary Permit Fee ' hides Groundwater Date Issuing Agent Signature o Stamps) Surcharge Fee) ❑ ven Reason ial � Z tX. Conditions A prov URtrabenerfalBisa�lreval SYSTEM NER: 1 Septi ank, effluent filter and disp sal cell must all be serviced / maintained as er management plan provided by plumber. 2. A setback requirements must be maintained per applicable code /ordinances. Altach tompleoe plans (to the Coswly only) for e system on paper amt has than E12 1< 11 inches io sine SBD -6398 (R. 01/43) th t 1 ,Dr 3 0 i ,� S POWT STEM SHALL ` 1I80RPORATE ER COMM. 83.44(2)c A P PER ZABEL 3 c/e V1 FILTER MODEL # �o M n . Tod' pJi� P/�opOs� 0 :� . l am ���rv�lp-e . 0 A5 o Q O 33 ULBRICHT & ASSOCIATES CO. 2812 10th Ave. - Spring Valley, WI 54767 Reg. Designers of Engineering systems 715- 772 -3442 Private sewage Consultants PROJECT INDEX 0C-/. z3— PLAN ID # M7k&-) USO A� -HMS - DATE d OWNER ; S O,� �� l/USO PHONE ADDRESS 311 >3 �v,-= S -7-- -- LEGAL DESCRIPTION TOWN OF S /��IZ✓� COUNTY CSTM /k . 2l /�G'�f �� LOCAL AUTHORI'T'Y/ SUPERVISION ST G/ee A_ PROJECT DESCRIPTION: • ION: � y �� of �� r �� V sy�� / � • �j /�OU.vd 14 e '722 �s . ORI GINAL THIS POWT SYSTEM SHALL INCORPORATE PER C OMM. ABEL �0[3a_P_ Zt L6 R 83.44(2)c A PROPER ZABEL FILTER MODEL # 1 ' l0 0 Ulbricht &, Associates Private Sewage Consultants ►, 2812 1 Oth Ave. 4� Spring Valley, WI 54767 / k j P R3 -Tt z2 (,3 -� I Pg.l INFILTRATOR SIZING WORKSHEET P9.2 SYSTEM PLOT PLAN P9. CROSS SECTION OF SYSTEM, WITH ELEVATIONS. Pg is to If u P9.5 OWNER MANAGEMENT PLANS & ZABEL FILTER SPECS P9•6 (OPTIONAL) CROSS SECTION AND SPECS FOR DOSING TANK. PG.7 (OPTIONAL) PUMP PERFORMANCE SPECS. The attached plans and specifications are based on "In- Ground Absorption Component Manual For Private Onsite Wastewater TrOni -mans- CvQ*f­mc . +f (va rQi nn 7. RPn_1 n7q_P( / _ ZI ca a a� Z : O ED t� 8 � ® • W m � O m n � Z C N kA �. 5 c� S J /,O 30 POWT SYSTEM SHALL ` INCORPORATE PER COMM. 83.44(2)c A PROPER ZASEL 0 U1 FILTER MODEL # 4- o /�T S �2-0 th n TOP Mue �jl z p�l� PRopos 5� a2 ,p o �. ) 000 =' a w is /000 . o o a /3�iPr�i• q ), L3 1"5 z�. P r /o o . p 33 CrF�cv I-ArE P 4PA 04 /9MM/1P Usti T C,9 at/ 1AIS 1 ff 9 f -54 Ir fir1��C TiPEA y CIJ Sic T 10,A-) 01C Ej fill 6- r / 1 G Td 10 / 2 out 1/l � irtr Coa y OVER: See Reverse Side for Vent/ Observation Pipe Details. ' � OWNER's MAIRTTAINCEOF �EPTLC SYSTEM - POWTS (landowner) is reponsible for proper operation and maintenance of -this system. Regular periodic inspections and a servicing is necessary for the safe healthy operation of.this system. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling,authorities.. SPECIFIC CONTACT AGENTS * Governmental authority/ inspectors: 71 c_/ * Licensed installer, responsible for providing an operation/ maintenance "Users" manual: * Licensed service / inspection agent other than installer: *.Electrician, for pump, electric controls, wiring units: �� • S 6 9C 7W 1 ClanJ IMPORTANT OWNER MAINTENANCE RE UIREMENTS 1. Winter traffic (sledding, shoveking, etc.) across the area shall not be permitted, or frost can /will penetrate into the cell, freezing up the system. Discontinuos use in the winterA a vacact.ion. trip, resulting in no water - use) can also lead to freeze ups. 2. Water conservation needs - to be exercised! Or system can be _ hydrolically overloaded and destroyed. This system Was designed for a maximum wastewater flow of �D gals. daily. __� 3. POWTS are not designed to accomodate wastes from a garbage. disposal unit, or any other unnatural sources of waste. Any introduction of such waste materials will overload-and destroy this system. 4. If a power outage occurs, or a pump fails, it may " result in a temporary overload of effluent being pumped into the cell, which may adversely impact the cell (leakkge). It is recommended that a licensed pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer immediately for advice. 5 • Neglect of the vegetative cover erosion preventive (the cells insulation � traffic also can destroy l t a he t system. It IS m paction REGULARLY WATER THE VEGETATION OVER A SYSTEM!! the, ystem beneath IS NOT sufficient alone to maintain a yt cover. 6. Periodic inspections by the owner, or his agents, is necessary. Inspection i p es and d ports Into the system: on the mound basalareave been incorporated ou terminals on the pressurized inspection pipes), cleant pressuri2ed laterals, at each tip - for flushing and cleaning the laterals out: The filter system in the tanks (via a locked above ground cover /manhole). Only a licensed properl person should be performing this work which involveslhealth & severe safety risks. Evidence of effluent pon in the system's treatment cell shall also be regularly inspected. 74XIA��_ Y4�feT. POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page ./ of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Permit # M�V050A) 1 q5 — �,V G.. Septic Tank Capacity ga l NA 'TlT l Q� Q Septic Tank Manufacturer /�S'Sj2 , ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer 0 (� E ❑ NA Number of Bedrooms 3 ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity al I�rNA Estimated flow (average) 36V al /day Pump Tank Manufacturer )2 NA Design flow (peak), (Estimated x 1.5) a l /d Pump Manufacturer IdNA Soil Application Rate al /da Pump Model ❑ NA Standard Influent /Effluent Quality Monthly average' Pretreatment Unit ,0 NA Fats, Oil & Grease (FOG) 1530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand !BO _ g/L ❑ NA ❑ Mechanical Aeration ❑ Wetland n ed Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L 4in- Ground {gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510" cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: V1l li ❑ NA Other: ❑ NA Other: R s ❑ NA 'Values typical for domestic wastewater and septic tank efflGent. Other: , ' ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: months► ❑ year(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA year(s) month(s) ❑ NA Clean effluent filter At least once every: ❑ year(s) ❑ m year(s) ) or Inspect pump, pump controls &alarm At least once every: p yearss) ) - / " '" Flush laterals and pressure test At least once every: " ❑ month(s) .fib ❑ year(s► Other: ❑ month(s) At least once every: ❑ year(s) NA Other: NA . MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing 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 cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. UO[JOht & Associates R'ivatO Sewage Consultants 281 � ; O "1 Ave. S ri►�q \ /alieY, Wl 54767 i I START UP AND OPERATION Page of For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting, products or other chemical: that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the content; of the tank(sl removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored excess wastewater will bE discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge o) effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls tc restore normal levels within the pump tank. - Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.' • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN It the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system; ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. D Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time, « WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMST ANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name l 121 c N ` Name kv /? � /[f Phone S 7 7) 3 q y, Z Phone 7�5 ' 3 d SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name �,t! / - IDI // Name 57. ��� Phone 7l - - 3 (U ! 3 o - Phone '71 3. d d yW This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(dJ &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. ",J>� J3v ��t's �D �,4R D& m ez-aa � � 7- a/ TO/t, /y,4,v ST ,"PFV Gv�:vG�, 1 S,so ( /• 388 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of DFAsion of Safety and Buildings in accordance with '7ftftfl Cie °'" ;C"Mty ST Ceoi x Attach complete site plan on paper not less than 8 1/2 x 11 t iches in size. Plan must Include, but not limited to: vertical and horizontal reference p )int (BM), direction and Parcel I.O. percent slope, scale or dimensions, north arrow, and locatioi i and dilliark to nearagjj "d. Please print all Informatio ' Re awed by Date Personsl Information you provide may be used for secondary PurPos (Pdvedy Lip a 15.04 (1) (m)). Q Z S Property Owner -.a S �� 61i#1;41 , eFF) Z30A `P 1g4,J Govt. Lot 114 114 S AX T N R 19 t (or) W P rty Owner's Mailing Address Lot # Black # 1 Subd. Name or CSM(f Z z /Cod +f-, A VX p 4,up:,06 - P1,97 r CRY ,TI f State Zip Code Phone Number ❑ City ❑ village (a Town Nearest Road AWA/v vt7 i W/. SV017 1 ( 7/5 iW •.S3a'G SO t467fSE7 /loo *- - ue- . IA New Construction User Residential / Number of bedrooms Code derived design flow rate r GPD ❑ Replacement ❑ PubNc or commercial - Describe: Parent material M6LR Y Flood Plain elevation If applicable a Gener • "4, ] &P s v; jJt1J /.-e � S4,Vv 57ie/f '7�� 5� rot 4,.v 1;) mov vv c; o,4.; ae v r/a v&-Q- / D•4). T.S . ❑ Boring , y tl,atAeS as d' C 1=t.� a Boring �j � Pit Ground surface elev. ` ` ' R. Depth to limning factor � In. SoA Wdon Rate . Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G #1 - M. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. *091 'Eff#2 ye 3 / o . / z /o /3 Z-fs,be s� �w 3 . s . 6 ,( P 3 l • /oy� j' �' a 40 # ❑ Boring pit Ground surface elev. R. Depth to limiting factor in. Sol Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Efr#2 / 0 /0 ye /3 L /f w 3 f `/ •� 3 • s /�' ai t lr L a s a • s /d n•J , S. 1, S . 7 , ek 3, 00 577 g • Effluent #1 = BOD > 30 < 220 and TSS >30 < 150 mg1L ' ERluent #2 = BOD < 30 mg& and TSS < 30 mglL CST Name (Please r,? Zllh � Signature f�� r , i � -�--; 2 Z 3 N 5 R o 1 /3�R T Fd �l�'Cf Address Date Evaluation Conducted Telephone Number 6 Ulbricht &Associates 77-- 2-ev 3 7fS• 77.X • l3Y�YL 2812 10th Ave. Spring Valley, VVI 54767 O S V 9 /se ,sec // a3 Z" 20 y- • Fo • 0 se /s .see.- For issuance of permits and desi ning _ p • o Z S Contact: Ulbricht & Associates g O3 2 oYS S .sic, Registered private wastewater consultant and plumbers / SEA. Z — p32 - .2 o yS_ yo•Om / 2812 1 0th Ave. H p A �SGv Spring Valley, WI 54767 N C / Z 715 -772 -3442 yGv�S4J , S w 3p,ez �- 0 32- ��ys• yd. A• ORIGINAL I D Pow Z � Property Owner _ Parcel ID # Boring V ❑ Boring Pit Ground surface elev. /D ft. Depth to lin>iflng factor //D in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EffNI 'Eff#2 o SIL Y5& VIP? ZIC5 l7C Q -C • s y ,S u t lit K u � SL 60y S , S � � 9zor U a Bo ring # Boring ��• 2 /�t1q Z' w r �''� � p P' ❑ Pit Ground surface elev. R. Depth to limiting tailor in. Sol A Rate Horizon Depth Dominant Color Redox Description Texture Structure Consist Boundary Roots GPDff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring ft O Boring ❑ Pit Ground surface elev. Depth to limiting factor tn. • Sol Application Rate Horizon Depth Dominant Color Redox Description. Te Structure Consistence Boundary Roots GPDW ht. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i i Boring Boring If Ground surface el ft. Depth to Nmilnrg factor Mt. ❑ Pit Soll Rate Horizon Depth Dominant Color Redox Deser" Texkne Structure Consistence Boundary Roots GPDff i In. Munsell Qu. Sz. Cont- Color Gr. Sz. Sh. 'Efi#1 'E1fAr2 t ' Ef fluent #1 = BOD, > 30 1220 and TSS >30 150 mg& ' Ef tent #2 = BOD, <_ 30 mg& and TSS 130 mgA. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. sec -�uuo IR.soo) i l 13,4 ee 4 e eev v 9�` D a a �a . c 7, yo/ 2 �3 e y� log / Z07 /y 25 S Gy /i T I,0P v i ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer � -L • �/ 1 ��� S �'y �•� , s -� ! / � / Mailing Address 3 9 O Property Address 2) r (Verification required from Planning & Zoning Department for new construction.) City /State Parcel Identification Number LEGAL DESCRIPTION �\ Property Location N O %4 , Sw !/., Sec. ! ' , T 319 N R / W, Town of 7 - Subdivision L1�CS %!� �sTTE� Lot # _ L_ Certified Survey Map # q , Vot..me , Page # Warranty Deed # - 73 r S , Volume Z " 3 d r, S , Page # 3 o Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. - Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms S NATURE OF APPLIC (S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) ORMINAL I. V "�_ o rr�� c� 736,985 Vn!_ 220 PA 3 t a STATEBAR OF WISCONSIN FORM 2 - i999 KATHLEEN H WA1SH - WARRANTY DEED ST. C R OF DEEDS Document Number ST. ROI % Co., WI RECEIVED FOR RECORD This Deed, made between Jeffrey S. Boardman and Karen 0822/2003 89 00A1! Boardman, husband and wife, WARRANTY DEED EXEMPT # Grantor, and TI Magnuson Ent. Inc. REC FEE: 15. TRAITS FEE: 930.00 COPY FEE: CC FEE: Grantee. Grantor, for a valuable consideration, conveys to Grantee the PAGES: 3 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 � sj -T3S 032 - 2043 -10 -000 Parcel Identification Number (PIN) This is homestead property. (is) NX00 Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of .Tune 2003 * ** J� S. Boardman + * Karen Boardman AUTHENTICATION ACKNOWLEDGMENT Signature(s) h-W . , STATE OF WISCONSIN ) - 1 * —day Croix County ) authenticated this / day of r Personally came before me this day of t June 2003 the above named Jeffrey S. Boardman and Karen Boardman, husband and wife, TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, authorized by § 706.06, Wis. Stars.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY • Attorney Kristina Ugland y - LIJ& l Notary Public, State of Wisconsin Hudson, W1 -54016 My Commission is permanent: (If not, state expiration date: (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. irdormatm Prdossauh ComWW. For4 du Lac. 1M STATE BAR OF WISCONSIN 800.6554021 WARRANTY DEED FORM No. 2 - 1999 G _ ! A -� VOL 2385 FA-R384 EXHIBIT "A" Legal Description File No. 3 -42642 Lot 1 of Certified Survey Map filed In Vol. 10, Page 295 of Certified Survey Maps as Document No. 530892 except: Part of SE' /4 of SE' /. of Section 11- 30 -19, being a part of Lot 1 of Certified Survey Map in Vol. "10, page 2951, described as follows: Commencing at the SE comer of Section 11; thence N 89 24' 04" W, along the South line of the SE % also being the South line of Certified Survey Map recorded in Vol. "10 ",. page 2951, at the St. Croix County Register of Deeds Office, 1323.86 feet to the SW comer of Lot 2 of Certified- Survey Map; thence N 00 27' 15" E, along the West line of said Lot 2, 660.00 feet to the NW corner of said Lot 2 also being the point of beginning; thence continuing N00° 27' 15" E, along the West line of Lot 1 of said Certified Survey Map, 658.31 feet to the NW comer of said Lot 1; thence S 89 38' 43" E, along the North line of said Lot 1, 660.00 feet; thence S 00 27' 15" W, 661.12 feet to the NE corner of Lot 2; thence N 890 24' 04" W, along the North line of said Lot 2, 660.00 feet to the point of beginning. Also except Easement granted to Dairyland Power Cooperative as shown in Vol. 1404, Page 297 Document No. 597998 described as being 40 feet on each side of the following centerline: Beginning at a point on the East line of a parcel of land located In the SE %-SE %, Section 11, T 30 N, R 19 W, and further described as Lot 1 of Certified Survey Map filed July 5, 1995 as Document Number 530892 In Volume 10 on Page 2951, said point being approximately 16.12 feet North of the Southeast comer of said Lot 2; thence In a Westerly direction a distance of approximately 663.86 feet to a point on the East line of Lot 2 of Certified Survey Map filed July 5, 1995 as Document Number 530892 in Volume 10 on Page 2951, said point being approximately 22.10 feet North of the Southeast corner of said Lot 2 and there terminating. Also except a parcel of land located In the SE % of the SE '/4 of Section 11, T30N, R1 9W, Town of Somerset, St. Croix County, Wisconsin described as follows: Commencing at the E' /4 comer of Section 11; thence S00° 27' 04 "E along the east line of the SE % of said Section, 1323.90 feet to the north line of the SE '/4 of the SE % of said Section and the point of beginning; thence S89° 40' 13 "W, along said north line 658.66 feet to the east line of a parcel of land recorded in Volume 1141, Page 571 at the St. Croix County Register of Deeds office; thence SOW 13' 35 "E along said east line, 120.00 feet to the south line of the north 120.00 feet of said SE' /4 of the SE Y4; thence N89 40' 13 "E, along said south line, 659.13 feet to said east line of the SE 1 /4; thence N00° 27' 04 "W, along said east line, 120.00 feet to the point of beginning. And: A parcel of land located in the SW' /4 of the SW' /. of Section 12, Township 30 North, Range 19 West, Town of Somerset, St. Croix County, Wisconsin; described as follows: Beginning at the SW comer of said Section; thence N 89 14 E along the south line of the SW 1 4 line of said section, 285.79 feet; thence N 00 45' 52" W 165.47 feet; thence N 35 15 13" W i i �- - - VO 2385 101.43 feet; thence N 58° 51' 18" W 219.64 feet; thence N 02 36' 46" W 315.02 feet; thence S 87 23' 14" W 28.05 feet to the west line of said SW' /.; thence S 00° 27" 04" E along said west line, 679.12 feet to the point of beginning. i i i Od SS3 03 `ONl _q IN 3Sy3 Q ►OZ ON gq LU 5, O Q U to O F- ¢ri 0� 0 oO gO Z J ug� QUO � � Q zo Q - ow �q s 40 Ln CY EAST AWE M: -- w . Li �. fl :, / m � a 3 i Q� El 10I O11N3 S C]1M , .4 ► �, r U f I � � I I ' �� �3 O ti� 4$