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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building DivisioM1 d • INSPECTION REPORT Sanitary Permit No: 463485 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)j. Permit Holder's Name: City Village X Township Parcel Tax No: Novak, Kris I Troy, Town of 040 - 1230 -20 -000 CST BM Elev: Insp. BM Elev: BM Description: �, / t Section/Town /Range /Map No: l d- ; v� �/ l 16.28.19.1132 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic 3 �- Benchmark i zoo 1b`{.4S /dam Dosing Alt. BM Bldg. Sewer Holding St/Ht Inlet 'Cy St/Ht Outlet T 7 l TANK SETBACK INFORMATION 1 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet t� Septic -7/66 j) ��� /6 1 Dt Bottom H' I Z . L!7 O Dosing 7' /60 A4- Header /Man. 5 � r I Z Aeration /V f � - Dist. Pipe Holding Bot. System � �e a� /) PUMP /SIPHON INFORMATION Final Grade 1� 14 ,5 /06 7 Manufacturer 1 Demand St Cover 6x L) l GPM 1.J�+`2 � `Z Model Number , r 1 I C� 2 TDH Lift Friction Loss System ead TDH !/ Ft - `7.? p .6 1 `]A0 T 3 Forcemain Length 8 Dia. L rr Dist. to Well �^ /.a ---- �. 7.3 SOIL ABSORPTION SYSTEM j - 7. 1 . 3 S BEDITRENCH Width Length r C No. Of Trenches P{T DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 1 4 4 C J��� �. ___ SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: 7 ` 7 /6 / UNIT Model Number: , r C 6 J2�td J 1.�; "t DISTRIBUTION SYSTEM l0 eo � Header /Manifold �/ Distribution x Hole Size x Hole Spacing Vent to Air Intake r Pipe(s) \ � \ ` Length '2 Z Di a i Length ____ N., _ Dia 1 Spacing y J 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 N11 Yes No \ es No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ( / Inspection #2:_` / -- Location: 351 Soo Line Road Hudson, / WI 54016 (NE 1/4 SW 1/4 116/6 T R19W) Glover Station 4th Add Lot 67 Parcel No: 16.28.19 1132 1.) Alt BM Description = 1 *t - `�'� c.aJ �` C_ lhe'`� ✓� 5 �— "G/� -<7 2.) Bldg sewer length = A)a4. /D - amount of cover = I $ ii ''`s - Plan revision Required . Yes No - �[Y R $� j7 Use other side for additional information. ! __._ —. _ _— _ _ -_ -- _- — — — o, Date Insepctor's Signa a Cert. No. SBD -6710 (R.3/97) ` Sa on County Air 201 W. W in 082 " l� d x lse nsitn . WI 7 2 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 261 - 654 $S Sanitary Permit Applic EGA, Phn LD. Number In accord with Comm 83.21. Wis. Mm. Code, personal in provide may be used far secondary pwposes Privacy LAW, A 1 xm) ��Q� act Address (if diirerent than mailing address) I. Application Iaforaauion — Please PdW Ali Infonuden OoNl'f 351 L. Property 0 's Name ZGNING Wnd N Lot N B1oek q IN dA Property Owners Mailwg • Property Location �,,, .1/ section C' rot) te ' Code JPhorne N / �f Q p �6(t( I�. 1�Q� T ?0 N R/ Eo ) II. Type of B (check all that apply) 0 �o �rysz U I or 2 Family Dwelling - Number of Bedrooms Subdivision Name CSM N umber 0 PublidCamrua cisl- Describe use ❑State Owned - Describe Use OCity ❑village Crown,* of III. Type of Permit: (Clink ot one box on line A. Complete line B if applicable) - A. P.New system ❑ RMlaoement System ❑ TreaftocaMoldn Tmdr RVisoemeot Only 0 Other Modification to Existing System R• O Permit Renewal 0 Permit Revision 0 Change of O Permit Transfer to New List Previous Permit Number and Dale Betoro Expo► Plumber owner IV. of POWTB Check am that ON= -Pass W-Cuoutd 0 Mound >_ 24 in. of imitable soil ❑ Maud < 24 in. of suitable soil O At -Cmade 6 Single Pass Sand Cottshttcted Wethod 0 Presmnud ❑ Holding Tank 0 Peat Rker 0 Aerobic Treatment Unit ❑ Recirculating Send Filter ❑ Recirculating Synthetic Media Fiber Chamber ❑ Drip Line O Gravel-leas Pipe ❑ Other lain V. RwWwrreateeteat Area heorasa Design 1FIow (gpd) Dtaiga sail A�Geetian Dispersal Ares Requite (� � Atea Proposed (� System 1 a Ja �� ✓ VL Tank Info Capacity in Total A Number Mamutse Prefab She Stod Fiber Plastic New G Gallons I of Units 0 e t'D I o Concrete Constructed Glass Treks Tanks AerobicTratraaa MA Dasiep a"ber C VII. Res Statement 4 the � assume !!"w Willy for rry /I WTS sbowu oa the atfacw plans. .a Q (Print) Business ��'�99�� P 4lJ es �`� Ci ' �� > � c Vm. Conn use on 0 D Sanitary Permit Fee (includes Groundwater Date Issued Issu' Si (No ) 0 Sttrcitsrge Fee) °p 5 1 7 a5 M Conditions of Approval/Reasons for Disapproval +( Aft tln k, enlwttt Mw ottd �� P ft W ncell. Arracb eaarplese plans (ter the comely aaly) for the sysim as paper eat less dm 1112 x i 1 tacbes in doe SBD -6398 (R. 08/02) 1 �- s Tj LA v 4 •: I n u a a d J -1, ti nj cu ZZ 3 A.4 t l r � � Nooak d i_ u �. I v h r 0 , 1 Noo&k r , 1 i P Y I I rn 2592.73' `(= (2-0/ S 89 °11 23" E 1076.95' v EAST -WEST 1/4 SECTION LINE , ................ 433. 4 0'.. . ...........................68. 5' .. . ..... ......... 400. OOL............................ 68 0\ o Qo 2.167 AC o _ N 94,384 SF °- w \� 67 M S 7 5 °5 �� 3.025 AC 51 5 3 2" E At 1 131,752 SF o 100' ° 7'� cn N 80 °48 3 0) - ui ......... 69 ��ry�/ 1 o PONDING AREA HUDSON SCHOOL 2 .346 84 AC C . DISTRICT Ids-' 0 se° 00. 'b 0, 4 6' ° o to S7 / � M 8 19 ' 25 f Gb h 1 y0 /p w 284, ITS FOR co j ° Y SHARED / I d ° RED v / o 70 & 71 1 / I I 00 N W I I 66 L 5.180 A I C........ v l I I 225.647 SF N 8 � � I I I ° O � 525.9 0 3S Q0p ? £ S % O\ . 0 1 ` N `�\ 00� . 65 LANDS OWNED BY PLATTERS `� /Q� 6 �\ 2 .470 AC 107,594 SF RC CHORD CHORD TANGENT TANGENT ENGTH LENGTH BEARING IN OUT �- 49.33' 339.06' S 39 0 39' 10.0" W S 63 °50' 01 W S 15 W 10.53' 409.07' S 55 0 25' 58.5" W S 63 0 50' 01 " W S 47 W 90.30' 734.39' S 84 0 45' 58.0" W N 57 W S 47 °01' 56" W 18.58' 117.39' N 43 0 24' 15.0" W N 29 30" W N 57 0 30' 00" W 93.63' 284.99' S 39 0 39' 10.0" W S 63 0 50' 01 " W S 15 0 28' 19" W 29.89' 428.35' S 55 °25' 58.5" W S 63 0 50' 01 " W S 47 °01' 56" W 17.04' 17.04' S 63 0 30' 02.5" W S 63 °50' 01 " W S 63 W 52.66' 162.58' S 59 0 59' 20.5" W S 63 04" W S 56 W 56.02' 66.02' S 55 0 31' 125" W S 56 °4R' 37" W S 54° 13' 4R" W Wisconsin Department of Industry. SOIL AND SITE EVALUATION REPORT Page \ of 3 Labor and Human Relations ', ivision of Safety & Buildings in accord with ILHR 83. '� i : COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches i sueb. Plan n include, b not limited to vertical and horizontal reference point (BM), directio ,.nQ /o ofld''i f'elor PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest r ad. , ° APPLICANT INFORMATION— PLEASE PRINT ALL INFO )RATION EVI BY DATE ' S PROPERTY OWNER: PROPERTY LOCATION Bit E f'r>jj 1� �J►J 1 S S C L Z, .1/ `$ 11 /4,S T N,R 1 E( W PROPERTY OWNER':S MAILING ADDRESS t;0 #. BLOCK # 0. NAME OR CSM # Z�LOU X12 STh'[7i01'a L1 1'rD�l'f70N CITY, STATE ZIP CODE PHONE NUMBER ❑ ITr_0VILIAGE MOWN NEAREST ROAD R IUL - u s, col Sy Lz- (71S) 1-1U- B t b I o `f soo l_Wk �oiRD (s(J New Construction U jA Residential I Number of bedrooms y [ I AddtttQn to existing building [) Replacement [ I Public or commercial describe Code derived daily flow boo gpd Recommended design loading rate o • 4 bed, gpd11t trench, gPN Absorption area required `Sec bed, ft YZ-oo trench, ft Maximum design loading rate 0 . 4 bed, gpolft 0 • S trench, gldfit Recommended infiltration surface elevation(s) R LL8 • S &3 NTt rt L ft (as referred to site plan benchmark) Additional design / site considerations �•*cAKH 81� �� 84 ' 8 , . Parent material SeOtwt.Ov7 oyf?'R Sic-�y ovTwhSN Flood plain elevation, dappGcable N •A • ft S = Suitable for System cONVerr om MOUND N 4110 NVD PRESSURE I AT -GRADE SYSTEM IN FILL I MOLDNdG TAN( U= UnstrlobleI stem ®S ❑U ®S ❑U (RIS ❑U ®S 0 ®S ❑U ❑S ell SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Corsistence Botrldary Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Toth 0 toil_ z[z - S l I z �-5bk W�J� d.1" - o.S u. 6 4 M Z 9 -19 tp `1 fz- 3 1Z - 'S i 1 2 -� 5bk 0- o•s o. b Ground 3 1 -3 1 Q) I t Z 31 b - s i 4 Z wt Sbk tiX, cw � o • S 0. elev. W�1h _ C1 51• ft. u eS v•�! €cs•S Depth to S S z_ 40 - 1 S Yr� V1 j, S limiting factor (, 0 jo -tof l v `t R V19 LOB Remarks: Boring # o . 6 v -tfJ Zotitzzlt s�1 2.'�Sbk i � 2;_ Z t0 -1>3 10 �ttz2 -lz - L Zrr sbk h,� c S ` o.s o. 6 ZM 3 V Yn'�!- Cw o. S ' o. L Ground elev. Z$ - tl0 �.Sy 3Iy 3 1wt 5�vr tin zS gy ft - (� D�>»lo S yosl -S ya SI /L 'tS U Sg ti►-► 1 cg - u.s o- 6 limiti L s) -98 to�tQ y/ 9 � Y t Remarks: T Name: — Please Pratt Arthur L. W e e r e r Phone. 715-425-0165 egserer Soil Testing & Design Service - P.O. Box 74 River Falls,WI 54022 Signature: O"W p r `1 L(- 3 O Z - 67 Date: ) `� O _ qs CST Numb 00 5 7 6 1 PROPERTY OWNER B`f t - Ct-N L-TZ. SOIL DESCRIPTION REPORT Page Z- of 3 PARCEL I.D. # rV Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD/ftle , in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Tre & 0- 0• o - 6 rrS, Ground 2y_ Lfa'i 2- 31G — S! l Z� Jbk 1Me1 �ft. 4U -6u S yR.31 r► — s l , sbk �t v'gt 0 Depth to bo -99 1 S `TR y /4 ! — V• S �. 6 limiting factor I . Remarks: Boring # I € :a,� :�r � 0 -ZZ t�`11ZZ.(Z S1 � 2, `F 5h1� tiM�h �-�v — 0 •S; o. iK 0. S 0. b k w, J !- O b �4�.'��. 38 -�[ � � -S y�z 31y — s � �r� sUk wt v�►. � � o.y � o. s Ground `� elev. L�� =1Z. - %1 R V/L — TS O s >►-t vet, cS o- S v. L q ft. S 1 -)Z-q$ tOyR yl y p.- f0.a Depth to limiting i factor Remarks: Boring # . 5 ' Z 0 1 -V1 ) Z`F Ctv — p -so•L 3 1430 S 4k 3 Jv s� 1 ti►► �Aj Ground g 3o -yI 7•S i ll V% Depth to S y l- I to v0j l M yl L �C S 9 wt 1 — v .S n. limiting factor Remarks: Boring # i I tt Ground ' elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) r PLOT PLAN Page 3 of y0 y 3 s . 9-'s ` 1 •3 / / / � 8•Y Go / co LIL952 M J �rvrnt�L a� - eLg46,s' r � 1 � J I '�`�w+YTg B�- �• 9�tg.o+ � I av ����►` s�R�h. `ln� � � 7 O I �` f I � y dr NOTE: House to be at least 25' from beds. $� Well to be at least 50' from beds. i NOTE TO INSTALLER: Finished grade over initial bed to be maximum E1.952.8 to if it minimum E1.951.0 alternate " It maximum E1.952.3 " minimum E1.951.0 v -EL, a 8 Z' CYv z " Pk I i # 15:) 'ON auoydalal pouBIS ales ajnleu5iS 1S:) 9 c.s oo tom► s '� i o --s z t, (s (L Sb � o'� - t L9 -ZOE shb'B- wa) 0 Page Of (No Scale) 7 i� renrP•Pe� >/0/`t Approved Locking Manhole Covers J fl jh With Warning Labels Attached Weatherproof Approved _ err r Junction Box Vent Cap "'t "' /��J ✓e e% 12" Minimum 4" Minimum 1 i Quick l8" Minimum Disconnect - -- i 1/4" Weep Baffle ' Hole Alarm B On 6 t p .,, e � C k„'A.Ki&;' -APPROVED Off 6' �''�'°' �°�• a O,PC.yar to JOINTS WITH P` °v APPROVED PIPE D r ° P " 3' ONTO Conc. Block SOLID SOIL 3" of Bedding Under Tank -f PU,* 1 A V O cticb° A" 04 S e? p alt. >r c.i r cs,:. J'7. S Number of Doses:. Per Day Gal l ons Per Day/ o Dose : l/ 7•f - Gal 1 ons Volume of Backflow:.e�..+ 6.S Gallons Tank Manufacturer: 6li,fc5e.- C r t.,f Total Dose Volume: ........ = l�_ Gallons Tank Size-Septic/Pump: /.Z £y' 0 18e D Ga I Fo Alarm Manufacturer: Model Number: P L V Capacities: A inches or 173 Gal Ions Switch Type: free/ y3,1 + B inches or + Gallons Pump Manufacturer: + Chinches or Gallons Model Number: Epo 4 // + D inches or S"Gallons !Minimum Discharge ate : O f Total ..... _ inches or &03 Gal Ions vertical Difference Between Pump Off and Distribution Pipe: Minimum Required Supply Pressure: ......................... + _. 4 Feet of Force Main x Friction Factor /100 Feet: + — Feet Inch Diameter Force Main Total Dynamic Head:_.. Feet Internal Tank Dimensions: Len9th Width; Liquid Depth / u ,./ C l� r.afcs�f`r '•GG/�at�¢/ Goulds Submersible Effluent Pump 3871 EPO4 EP05 • Full submerged in hi APPLICATIONS •Fasteners: 300 series Y h ■ Motor Housing: Cast iron g stainless steel. grade turbine oil for for efficient heat transfer, Specifically designed for the a Capable of running lubrication and efficient strength, and durability . following uses: dry without damage to heat transfer. ■ Motor Cover Thermoplas- • Effluent systems components. tic cover with integral handle • Homes Mtor: Available for automatic and and float switch attachment o • Farms manual operation. Automatic points. • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty RPM, built in overload with rated oil and water resistant. • Dewaterin g automatic reset. preset at the factory. m Bearings: Upper and lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo - automatic reset. plastic Semi -open design • Solids handling capability.: P AGENCY LISTING 3 /; maximum. • Power cord: 10 foot with pump out vanes for • Capacities: up to 55 GPM. standard length, 1613 SJTO mechanical seal protection. $p• Canadian StandardsAtsoclatlon • Total heads: up to 24 feet. with three prong grounding m EP05 Impeller. Thermo- • Discharge size: 1 NPT. plug. Optional 20 foot (GSA listed model numbers length, SJTW with plastic enclosed design for end in "F" or "AC ".) • Mechanical seal: carbon- improved performance. rotary/ceramic- stationary, three prong grounding plug ■Casing and Base: Rugged BUNA -N elastomers. ( standard on EP05). thermoplastic design provides • Temperature: superior strength and 104 °F (40 °C) continuous corrosion resistance. 140 °F (60 °C) intermittent. • Fasteners: 300 series METERS FEET stainless steel. • Capable of running 9 30 dry without damage to components. -- - ! - — - -- -- -— F ,N. 8- XLfijt J ..l .,f a Pump: EP05 25 • Solids handling capability: /a" maximum. — - S -- - -- • Capacities: up to 60 GPM. _ � s 20 E i • Total heads: up to 31 feet. i - -!— • Discharge Size: 1 NPT. z 5 i — • Mechanical seal: carbon- 0 15 rotary/ceramic- stationary, a a BUNA -N elastomers. o • Temperature: 3 10 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. 2 5 1 - � p e K ,eh 0 U 10 20 30 40 50 GPM i' 0 2 4 6 8 10 12 m�/h CAPACITY Effective May, 1995 0 1995 Goulds Pumps, Inc. 83871 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGRBEMENT AND OWNERSHIP CERTIFICATION FORM Mailing Address r1 C d" U-� m l Ln d^ u 1 Property Address (Verification required from Planning Department for new construction)-= _ /J City /State et'bfi- � 6l S' �! ° Parcel Identification Number N f LF,(:AL DESCRIPTION Property Location N E 1 1 /4, Sec. l T a� N -RRW, Town of ✓� /., Subdivision �c�lJ �l� J �C1( DYl LAI , Lot # �. Certified Survey Map # , Volume . Page # Warranty Deed # �y 1 , Volume Page # Spec house 11 yes P no Lot lines identifiable 0 yes O no SYSTEM NANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What You Put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a maste rplumber, journeymanplumber, restietedplumber or a licensedpumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three vear expiration date. L " /1�� SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the property descril4d above, by virtue of a warranty deed recorded in Register of Deeds Office. &\ P P L / // / .A 'tlt4 — SIGNATURE OF APPLICANT DATE * « « « «« Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** «« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed System Management Plan Pufivant to Comm 83.54, Wis.Adm. Code Sectic Tank The septic tank sliett_be maintained by an advi*W car ded to sense septic tanks under S. 281.48, Slats. The contents of the seek tank shah be digPsad of in S=dWance vft NR 113, Wis. Adm. Code, The operating =Whim of the sa* tank and . outlet ifter dial be assessed at feast once ever) 3 years by inspecdon. The outlet flits.► shaft be deaned as necassarl to ensure proper operation. The biter cartridge should not be removed unless provisions era mace to retain solids in the tank that may slough off the fitter when removed from its end.-sure. If the filter is equipped with an „ , the fitter shah be serviced if the alarm is activated continuously. Intermittent Bar alarms may h6cate surge 6M or an i Menem rcor m uous alarm. The '- $00C tank shall have cos contents removed when pie volume of sludge and scum in the tank exceeds in the 4W volume of the tank. If the cult M of the tank are not removed at the time of a trierWW assessmartt, M*M pw=vW shalt advise • fWo nwof t Ste t&d servke needs to be pedxmed to t less than rnW*AU n scan old sludge scamadadan in U W ' � The UkMl of bW a dwnkal addEves to enhance septic tank perfom wee is gener.6y not required. HowreverI it such Pmdur~s are used they shall be approved for septic tank use by the Department of Commerce, Safety and Euti�rtg's Division. umn Tan k Ths pump (dosing) tank shall be inspected at least once every 3 years. AN sw�tes, alamta, and pnupps shag be testkd to !Y WoP� opera8on. If an efts wit the tank k shag be inspected and serviced as necessary.' At-grade Component and Pressure Distribution S stem o.trees.or a ru s should e planted oralloved to grow on the component. Plantings may be made around the perimeter and the component 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 component is not allowed. Cold weather install- at ions require the component to be heavily mulched for frost protection. Influent quality into the at -grade system may not exceed 220mg /L BODS, 150 mg /L TSS and 30 mg /L FOG. Influent flow may not exceed the maiimum design flow specified in the permit for this installation. The PMWZG be � system Is provided wit a Ikrshirtg point at the end of each and k is rapmrtectded that each MMPWW sogds at least Once every 18 months. When a p umn ted is perbm ed It should be �1 the Ir" testwhen the slamm was T zWed to ddmnko Ifslice dog9kV has =Med OW Pafrcs starting is equal dis bAm within the dispersal cep, Observation pipes within the dispersal cell shall be* checked for effluent ponding. Ponding levels should be reported to the owner and any levels above 4 inches considered as an impending hydraulic 'failure requiring additional, more frequent monitoring in accordance with Comm 83.52 (2). ' General tystem shall be operated in accordance with Comm *82-84 Wis.Adm.Code and shall be maintained in accordance with it!s component manual SBD 10510- P /99)'and.local and state rules pertaining to system maintenance and maintenance reporting.. No one shotdd ever enter a sapik or pump tank sfutcs dangenws gases maybe praserd that cOdd cause dedL Septic send ' — W=ftVftt Ad be in accordar>ce welt Comm 83.33, Wis. Adm. Code when the tanks are no IbW used as Sepdc or pump tank manhole risers, aGxss risers and covers should be inspected for water tightness and sOatdness. Access cpeni W used for service and as3884merd shag be sealed waterflgid upon the COMPMM of SWWC . -Any opening deemed b sun to Mm tmust be repld, access opdtings greater d= 8 In scrag �. d devks m P aconW or euta Autmd entry into a tarn or cim mmiL fftde anyofits ._ he tarts or= =-- y..,�.._. -_ ,...r. -•. - , t 8 became de%cLe On shag be repaGad a' M*ged to heap to ' ' ► Pty" PWW mom, aiann or related vririrtQ becOnes deft1We the defecdve corAwerd shag be orb vft a cpmponatof the same orequal perkmmes. - If the grad+i coapoasae' - tails to accept siaste'vatei o'r'begias'`i`o disc ergs wastewater to the aironad surface, it say be necessary to install ap aerobic pre - treatment unit or - utsplace the component. Additional site and sail, evaluations may need to be dome,&ad additional plans aaY - need to be prepared and appVaved by the Department of Commerce,' Safety and Building$ Division. . Questions .about the operation or maintenance of this system should be directed — to: - - ' ot • The County Office at • -1 lS - Z. - 1•1- 6'?q7 The system installer at , is - 4 ZS - a! Q SR W 1hr"t C The tank manufacturer at FSOp..32S -$yS�, h]lE"5�R The effluent filter' manufacturer at kll� - Z _ SIt4 • Z. SkrL °� b 3 0- .82.0 —tL9 u P Gou�..ps U I879P Ii STATE BAR OF WISCONSIN FORM 1 - 1998 6 7 - 7 4 4 4 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS Document Number ST. CROIX CO., MI This Deed, made between C. M. Bye, individually; Dennis R. RECEIVED FOR RECORD Schultz and Sandra C. Schultz Revocable Trust, Dennis R_ Schultz & 04 -29 -2002 9:30 AM Sanrda C. Schultz, Trustees, both with full power of sale or encumbrancing, WARRANTY DEED Grantor, and Kristopher L. Novak, a single man, EXEMPT 0 REC FEE: 11.00 TRANS FEE: 216.00 COPY FEE: CERT COPY FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (The "Property "): Recordine Area Name and Return AdIsk t, Lot 67, Glover Station 4th Addition, in the Town of Troy, St. Croix County, Bye PO x 167 T Wisconsin. Subject to easements and restrictions of record. River s, WI 54022`x' 040 - 1230 -20 -000 Parcel identification Number (PIN) This is not homestead property. (is) (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except municipal and zoning ordinances, easements for public utilities, and building restrictions of record. Dated this 2 day of > i-� . 2002 . C. M. Bye r Dennis R. Schultz , Trustee // 4 - • lam' . andra C. Schultz rustee AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) ) ss. St. Croix County. ) Personally came before me this f, day of authenticated this day of f4"` , 2002 the above named C. M. Bye, Dennis R. Schultz, and Sandra C. Schultz, Trtistess for Dennis R Schutlz a nd Sandra C Schultz Rev -.TvL1st TITLE: MEMBER STATE BAR OF WISCONSIN (If not to me known to be the person(s) w •• egprng authorized by § 706.06, Wis. Slats.) instrument and acknowledge the r.y L v; THIS INSTRUMENT WAS DRAFTED BY A C. M. Bye Attorney at Law Notary Public, State of Wisconsin �!�� , • �'••••••'• My Commission is perm ent. (If not, (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATIC BAR OF WISCONSIN PORaI.Nw 1 - 199• INFORMATION PROFESSIONALS COMPANY FOND DU LAC. WI 900 -655 -2021 I � Vvta� tie- CA (0-.,- Ci •ems- Cc, 3 A � 7 CtALCL 4a bS7. s'7z. q /o} ,S Yom► ���� � - -- . Parcei #: 040- 1230 -20 -000 03/07/2005 12:29 PM PAGE 1 OF 1 Alt. Parcel #: 16.28.19.1132 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * KRISTOPHER L NOVAK NOVAK, KRISTOPHER L 8850 205TH ST E HASTINGS MN 55033 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description * 351 SOO LINE RD SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 3.025 Plat: 1998 - GLOVER STATION 4TH ADDITION SEC 16 T28N R19W PT NE SW LOT 67 GLOVER Block/Condo Bldg: LOT 67 STATION 4TH ADDITION EZ -IE- 1463/368 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 16- 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 04/29/2002 677444 1879/404 WD 07/23/1997 1232/379 QC 07/23/1997 1204/511 QC 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 27911 108,800 Valuations: Last Changed: 07/22/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.025 109,000 0 109,000 NO Totals for 2004: General Property 3.025 109,000 0 109,000 Woodland 0.000 0 0 Totals for 2003: General Property 3.025 80,000 0 80,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 NOM IWAA AN ON ED 1� f Wiiseonsin Department ofCommerce S N EPORT Page of Division of Safety and Buildings ��. / in accord h Corflm 85, Wis. Adm. S;Me 11 ��((�� Counp Attach complete site plan on paper not less than 81 1 inches i e.�la[1 rkxYst include, but not limited to: vertical and horizontal refefe in t (tireclion and Parcel LD. 1 percent slope, sale or dimensions, north arrow, and Its' and distance tt rW oad. O O' Please print all inform f S �O A OFFIC iew - Date Personal information you provide may be used for secondary pur ose (P W. s. 15.04 (1 ! (m)). 41 Property Owner �/ Property Location vis ,P/,v /\ Govt. Lot /V LC 1/4 5 w 1/4 S 6 T ;L9 9 N R / 9 E (or) Property Owner's Mailing Address Lot # Block # Subd. Name or CSI.': S ' !�r 8 ' dr,ix-., urd City State Zip Code Phone Number ❑ City ❑ Village 5jTovvn Nearest Road New Construction Use Residential / Number of bedrooms ff- Code derived design flo.v rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Saa/, w -;0 ov &r Jdh o1v o wfw Flood Plain elevation if appliable /y ft. General comments and re C" t +�: ayftPr� K /. /S+ -hT 4 edc 4 C/ k Jei i / - ) d.C.�l Gytj�t Q/�LQlr — {'7 �Q,� s�7�!►P- �ILW aA0k- U art. an Boring # Boring ❑ 2 Pit Ground surface elev. ft. Depth to I miting factor >//b in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda-; Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. . 'Eff#2 &-A 4/ 75'/',P ,S - r ,Q a 6k j ., 74 C VI !- 4 z f -44 757 rS -- s o s .e :4 vle o- 1-- Fa—I Boring # Boring Jam pit Ground surface elev. 0 /- I ft. Depth to :imiGng factor ? � in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 I •Eff#2 a rR f A - s O- 3 V P 3a O- �• B 31 -1 '7S�R S O s m _ 0.7 Ci ds d u.. 7+� �✓� /� C o /C ' Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 my'L and TSS < 30 mg/L C$T Name (Please Print) ignature CST Number . C�j,Ar 4 - Lv�6sr'r'� -P. JLt/ Csr.1;L 7- Address - Date luation Conducted Telephone Number 7 70 � S't• E�,�.v �t� �s�o�I B� ��� ,�°�` � h 4 /�s/�s- ��s -z73 -3430 Property Owner �l !f r 6 � Parcel ID # Page CZ of 3 [-3] Boring # ❑ Boring Q ing factor ?�� pit Ground surface elev. ft. Depth to limit in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 o— g lv "R /K !o pw 'f 14- 1 n je 2L / ... �r � w .2 v f U_ ` D 7 Z S �' 6" _ S / .Z T 0- ` - O 3� 7 s7 X s /4 A. / w . 1 v 0. 7 1-6 s 334 w 6� -- S O r �, — — 0,7 5 Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor ` in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 I - Eff#2 �/A L ©- Z C w 3 44 !t, yR 3A - 6 Z � �e 3� s �. s 6 K m y c S — O. o• 7 f : &- A., !/ 1" /0 cle! a� I 3 0 9 S; 7X r r/ er u; 7i o A`1, �G . r L �, c ,?« . ray, •J ; L c� y e X C IAIL �-�. kp o!dfe ✓ to as �c f' ti cc�,L GtrdL° - Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. El Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = SOD > 30 < 220 mg/L and TSS >30:s 150 mg /L ' Effluent #2 = BOD, 5 30 mg/L and TSS < 30 mg/L 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. S0D -9330 (R.0' 00) y A; Al 0 h z --�- v it 3 w - u v 1 a M +�' U CA. f cu 1.. s , L L4 w Ne L � a 1 � M a - z q iL Iz VW I: Io •��• w 00 CA w ICO W c� c„ �; ' o_ -� ° 0 1 M ` c 6 N I I � w � i,, rn 0) - C ,C26 N 00-4 0 o° I > M C24 -n I cn C 15 mac? N �S 2 S I ; rn „0 0 C2 g 0 a Ci Cl> `� `� • o` ?3 0 O Z� o 2 Q 0 o w C16 9 = �� ' C18 : A I I •J /�� N j Vn .............•• 0: 2 1 00 N*1 �� Cb O� D W 10 n O O Z N N z J W Z Cr Z N n r � c7 I m D F � 3 s 7S 435.93' 1 N SOO, 181.96' /.Gt. ......... 1..�.: 168.04' :...... •..... S 01 E 350.00' S 01 °03' 36" E 253.97' :n 0 U1 w v N I \ An o nz OD 0 N = J r' Z O OD Ito I p I V W ' C1� b ce CA °q1' 3 N o =O m O Z --I c''0 - rno r D H XZ� Ln N *i w `O r — 3 1 4 c n N � N •''•• 6'• f I g� .0 4, 00 \ N (o : \ N '' Q • N I `� pp V N : t0 0 . :P co 34793 LEGEND GLOVER S I A � 6 COUNTY SECTION CORNER MOMAENT FOUND, LOCATED IN THE SW 1/4 OF THE NE 1/4, Ti • 2' RON PIPE, FOND. THE NW 1/4 OF THE SE 1/4 OF SECTION 1 E • 1" RON PPE, FOUND. - 2" X 30" RON PPE WEK;HM 3.65 b./LINEAL FOOT 0 SET. 1" X 24" IRON PPE WED" 1.68 b/LNEAL FOOT SET AT ALL OTHER LOT CORNERS. I .................. . NON- MOTORO:M RECREATIONAL TRAIT, TO BE •••• MAINTAINED BY THE HOME OWNERS ASSOCIATON. SUE SHOWN. UTILITY EASEMENT. WIDTH SHOWN. - . -.-- -- BUILDING SETBACK LINE. Dg{ -�- PROPOSED DRIVEWAY LOCATION. - -- EASEMENT FOR SHARED DRIVEWAY. \ � HUDSON SCHOOL DISTRICT RIVER FAL SCHOOL ........................ HIGH WATER LUTS OF PONDNG AREA. �o�% \ // \ - - 10' DRAINAGE E' � / GLOVER STATION SECOND ADDITION GLOVER STATION _ HiRD ADO - - - - - - - - - -- +s i I / CENTER O SECTION a 259273• � � T28N, R 1 � S 69M1'2Y E 1076.95' L0 EAST -WEST 1/4 SECTION LIE .......4 5 . ................ ...................... ...................... .... 1296&0' - - - - - - - - - - .. -.... .... . - .00t..._._ ............ .. 219.78' 175.49' W 1/4 CORNER to' 49 - - i - - SECTION 16 $ 1 a 10' T28N. R79W 20' . ''0 1� \ 68 \ $` & \ m 2167 AC $\ w 3 94.384 SF a / 1 67 R S 7 1 /1 1 3.025 AC if 10' S 1 131.752 SF P 2 O tar '23 / p N 3 7" 1 ..Y... 69 / ° PONDNG AREA HUDSON SCHOOL RIVER FALI 1 2346 AC / / iE DISTRICT SCHOOL DI 1 i 102,184 SF / i? N o: I •`b / ' tae` w 7 1 1 �" S g 7�1 6 25 W e.oa1 264 .ta• J' '. .,� ` 265.= DERIVES FOR AY I 0 v SHARED W BY LOTS 70 t 71 N 88 '01 . 28" W 1 I I / 66: ...... 477.12• &ISO AC I i0 I 225.647 SF o I I t N 87' ' 54 W $ 71 1 ; I I \ 4 89' 2.251 A 9 S 1 I \ 0.050 SF 4 f 6 2 807 AC ljj.7M SF 65 R +. UNPLATTED LANIDS OWNm BY PLATTIIIS /QO \��j� 2470 AC 1' ` 107,594 SF - CURVE TABLE - / LOT RADIUS DELTA ARC CHORD CHORD TANGENT TANGENT -` �� , C14 NO. LENGTH LENGTH BEARING IN OUT - �. C11 1 413.87' 48 °21' 42" 349.33' 339.06' S 39 °39' 10.0" W S 63 °50' O1" W S 15'28' 19" W 2 1400.00' 16 °48' 05" 410.53' 409.07' S 55 °25' 58.5" W S 63'50' 01" W S 47'01' 56" W 3 600.00' 75 °2.8' 04'• 790.30' 734.39' S 84'45' 58.0" W N 57'30'00" W S 47 °01' 56" W C3 4 241.00' 28 °11' 30" 118.58' 117.39' N 43 15.0" W N 29.18' 30" W N 57-30 W 5 56 347.87' 48 °21' 42" 293.63' 284.99' S 39'39' 10.0" W S 63'50' O1" W S 15'28' 19" IN X 71' 8 1466.00' 16'48' 05" 429.89' 428.35' S 55.25' 58.5" W S 63'50' 01" W S 47'01' 56 W ty, 7 58 1466.00' 00 °39' 57" 17.04' 17.04' S 63=30' 02.5" W S 63'50' 01" W S 63'10' 04" W 7 8 81 1466.00' 06'21' 27" 162.66' 162.58' S 59 °59' 20.5" W S 63 °10' 04° W S 5648' 37" W } 9 62 1466.00' 02 °34' 49" 66.02' 66.02' S 55'31' 12.5" W S 56'48' 37" W S 54° 13' 48" W 10 63 1466.00' 07 °t 1' 52" 184.17' 184.05' S 50.37' 52.0" W S 54 °13' 48" W S 47'01' 56" W 11 534.00' 75'28' 04" 703.36' 653.61' S 84.45' 58.0" W N 57'30'00" W S 47'01' 56" W 12 63 534.00' 04'29' 16" 41.82' 41.82' S 49.16' 34.0" W S 51 °31' 12 W S 47-01 W NOTES A___ AEAaIJREMENTS HAVE BEEN i• 1 RA 41 nn 99 °a1. 19" 911 Aw 91nn6' S 69.51' 48.0" W S 74.12 24" W S 51'31' 12" W .c ... orMTU - • civ1T 9 ` Parcel #: 040 - 1230 -20 -000 04/27/2005 02:39 PM PAGE 1 OF 1 Alt. Parcel M 16.28.19.1132 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * KRISTOPHER L NOVAK NOVAK, KRISTOPHER L 8850 205TH ST E HASTINGS MN 55033 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 351 SOO LINE RD SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 3.025 Plat: 1998 - GLOVER STATION 4TH ADDITION SEC 16 T28N R19W PT NE SW LOT 67 GLOVER Block/Condo Bldg: LOT 67 STATION 4TH ADDITION EZ -IE- 1463/368 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 16- 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 04/29/2002 677444 1879/404 WD 07/23/1997 1232/379 QC 07/23/1997 1204/511 QC 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 27911 108,800 Valuations: Last Changed: 07/22/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.025 109,000 0 109,000 NO Totals for 2004: General Property 3.025 109,000 0 109,000 Woodland 0.000 0 0 Totals for 2003: General Property 3.025 80,000 0 80,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 y z Wisconsin Department of Commerce SOIL EVALUATION REPORT Page / of ` , Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County 'P C) cC include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel 1. D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1' (m)). ProQerty Owner Property Location h ".r ,�/vy 1 Govt. Lot /V 2 — C 114 Sw 1/4 S 6 T N R / 9 E (or) Property Owner's Mailing Address Lot # Block # Subd. Name or CSM S �' b /"I d r ,ixv. wa (5 5'td -b o-4 1 ¢ City / State Zip Code Phone Number Q City Q Village n Town Nearest Road N41 SS /1 (6s/ )f7.1 -4 /v 7 i v - Sao .4;!0- Ao t, New Construction Use J9 Residential / Number of bedrooms 4— Code derived design flo.v rate 6 d GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material 3 - ';i` otrar Xdh o/V o u.Y•u -,/ Flood Plain elevation if applicable /y ft. General comments Reco Aft -L ° and recommendations: C o-4svr e'-7 >+ ;",J A L es c <i c a d e F il Bo ring # Boring pit Ground surface elev. 1 C' ft. Depth to l:miting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda-, Roots GPD /ft= in. ' Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. .'Eff#1 I 'Eff#2 313 — y -z v 6k 40, o- d 1 7 -Sj;' Sr /� r �Q -Z a bK 1 ,. 74 C r. �. dZ Vr� C7. 6 /-0 4 z f - 44 zsY�t s' - s o : q w, .,G • ,- W o- 1--6 Boring # El Boring pit Ground surface elev. /0 ft. Depth to ;uniting factor } O in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 / '0 -7 /n u R.�4). S l X , Z s« ti. 7- /S !a j'/p - S - r•, d`K r� �F c w 1 O. 6 O- 3 mdk �r w P 0. �• 8 Q 7 / I Y q s- d. a '-. f /s Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 m7'L and TSS < 30 mg/l. C$T Name (Please Print) Signature CST Number . . C4 j* /es 4 - wek-A, c.r 7 - 110 6 7� Address Date g6luation Conducted Telephone Number ly 5 /3 7 74 St• E/,�a i- t 44T -5- B e � j4_? 0 ".,Q, h 4 /lSlar 7is - .2 7 -3 30 �i Ir h16� LZ 3 Property Owner Parcel ID # Page of F 3 Boring # ❑ Boring g Pit Ground surface elev. ft. Depth to limiting factor ��� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 I - Eff#2 8 3 /'-O 7.5 6' d- C + -?S- 3-� 7 S ft S /4 s 0 S .., c w .. -I v-P 1 0. 7 6' s 1 - 6lx 6.7 /. 6 Boring # Ej Boring 1+7 JZ pit Ground surface elev. 7 Y ft. Depth to limiting factor > ` in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I - Eff#2 L z f r« h, Fr c C W 3 -il !v 3A — Sj �' A . oOs- r -r 1 6 O . 4 114 -6 0z 5 s �.s6K »,v fr CS — O. o- 7 A- 7` [3- w ds a�.•ze �v� a eta •, d i1 cscc, (re �.s n A. > < r /o4 41 I 30 9,5; T! e het c�; 7i A-1 .� �Y d�c ra•. u► y X c `d ,✓C IE d N e e �� •,�y o!of *e o� to ... �C7� Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L 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. SOD -2330 (R.0' 00) a Li I t 3 1 S l� p « ' ❑ . w 1 � I .. ti t V ��• i n y o ba 0 o 0 � i V Of a of v a Co 1 I WJ a 14 CIO ohD � S