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030-2015-40-000 (2)
0 / (E / 7 � 2 ■ z / z \ w o� § ° ° 2 $ E ; ° c ° \ ƒ ; 0) $ _ c. / A) $ + } 2 f 0) q = _§ . e \ ; ' ƒ \ \ ƒ \ Ul CD OD � 3 0 . to 7 � % © 2 @ v > . e E (a co R § 2 \ / 7 $: . § 2 e q § 0 m . ° 9 z � § CL o c m { § % 9 n r ■ . cn f a =: ( \ T T E $ . . i z o 0 0 C' Cl ci 9 0 § � z @ \ § } v v §; # > � \ � § Z » r : ' � 7 � I > : \ 0 Er � I 2 k $ m \ / 0 5 2 z § 2 _ ■ I o E E a iz ■ « c ■ ■ z K � ■ � � 2 3 \ / 2 o ; @ 7 z I � % k k o / 0 z % 22 � / . . � ) � ƒ $ � \ k . 14 o @ � < $ . 7 0 § Parcel #: 030- 2015 -40 -100 05/04/2006 05:14 PM PAGE 1 OF 1 Alt. Parcel #: 36.30.19.415A -10 030 - TOWN OF SAINT JOSEPH Current Al ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - DEAL, BRADY C BRADY C DEAL C - WELCH MOLLY R WELCH MOLLY R 855 WILLOW RIVER OR HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 3.010 Plat: 3663 -CSM 13/3663 SEC 36 T30N R19W SW SE SE SW FORMERLY PT Block/Condo Bldg: LOT 14 OF LOT 7 OF CSM 9/2674 NKA LOT 14 CSM 13/3663 Tract(s): (Sec- Twn -Rng 40114 '160 1/4) 36- 30N -19W Notes: Parcel History: Date Doc # Vol /Page Type 04/06/2001 642232 1614/294 QC 10/20/1999 612391 1464/466 WD 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.010 75,600 231,600 307,200 NO Totals for 2006: General Property 3.010 75,600 231,600 307,200 Woodland 0.000 0 0 Totals for 2005: General Property 3.010 75,600 231,600 307,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch #: PRGRM Specials: User Special Code Category Us S g ry Amount p Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 o ,� IM ' xI010 7S �OZ 92 Ed 6 ' TOA sPaa0 Io J0131608 1 1 a a 17 DNNGJ,p a rte, G snd W )IS• o MuSp, lSo11S N of 9£ uoT�oaS d° 3S a " H ro ge uoT °as 3 Ms W c �� T W L Q C.) h o L -rJ U J I J N .� 4.. c� I � L � i .- G=•1 r- ` I j I N a O L a C71 L.LI tf)I W W .-,.r v 3 x -- I 41 v .H `° f- I LlJ' '1 I a w N om.. X c): (��Q} I �. Q Ln 4 4� a w cm J I _J �/'LEII 7I s °' ? O Lo v o .. C' I /,/) I . p f rn O M =`� V) • .. = w of v I L 1 1 J I � or W a� m C' I 3 4 c ,m c I z a 0 cu 0 1 >1 •-� W - O I .Oj L I 71 I I ac L o co A a' v +° I p CO lJJI a - o h 2 - I LL > o a o L >- I (`J� FJI Q� c o � I CL 4 c oL �` - w N L1J i Q (D O U 3 > I - I >I N CC LLIL ff - a -� I -J1 I IJJ Ll 4 0 ' Z• O C C 1 L N 7 >. J) I l2 I > 1 - ' L LJ o C (s1 C O O N Ol - O m C9 X c d > CJ I r n 0) a s °. 3 d -- I Coo ) i s Q) cc w 4' U-1 LL �IvM t • w O l -I � F— Ul f I 1'00•o9Z 3119tigho00S O 4-� o 01 195'OZ5 MuLZ1TEo00N + � N 195'L8h _ o N rn Q) � z gg uoi400S 3 IMs a44 + d° 13S a44 40 auTT psaM 4- ri c o _ N 6� Z N 189'hTZ o ri hg 15ho00S o) M .•r 4- D UI J V�\ �s _ rn M 4-+ Q 4H C \ \ OC' (O cn O C ° ( u C +? O 0 +� c rn rr i� S d O N d d 0 r ?o �n O w C31 0 w N O ww c co Z 3 •:,� Gv� d z o �n I co v c V 4- 41 s L« Q4 s o m W O N d W O v y M CL I ro L c Cr, N U c W O 7 O F- U w O C d U W Z61 '°N 'ford �aoe�saTg uEUj !q pa��e auawnu�sut sL41 � O p2t7VO2 V � r .�O Wisconsin Department of commerce PRIVATE SEWAGE SYSTEM County: Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 384162 Permit Holder's Name: ❑City ❑ village In Town of: State Plan ID No.: eal, Brady C. T St. Joseph Townshi CST BM Elev. Insp. BM Elev.: BM Description: Parcel Tax No.: " 030- 2015 -40 -000 ` TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark G /07, S D Alt. BM L. S Aeration Bldg. Sewer olding Ht Inlet - Z Z TANK SETBACK INFORMATION S I Ht Outlet 7Z, TANKTO P/L WELL BLDG. vent to ROAD Air Intake Septic ysp l > z y - / 2 NA m p NA Header /Man. eration N Dist. Pipe Holding Bot. System oz PUMP/ SIPHON INFORMATION Final Grade 1 72 St r urer Demand Model Numb PM Lift Friction em TDH Loss ea Forcemain Length Dia. Dist.To SOIL ABSORPTION SYSTEM BED / T N Width 3 / Leng h No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth IME Z I DIMENSION .LEACHING Manu urer: SETBACK SYSTEM TO P / L BLDG WELL LAKE /STREAM Q.�BDaist.r - INFORMATION Type a Nu r System: ` Z Z > " OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) / x Hole Size x Hole Spacing vent To Air Intake Length Dia. Length r ! s Dia lQ . � Spacing �� � �z ,�_ / � 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 Bed/ Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No Insp ec Ion 2L 1 nspection #2: / / C OMMENTS: (Include code discrepancies, persons present, etc. Location: 855 Willow River Dr., Hudson, WI 54016 (SW 1/4 SE 1/4 36 T30N R1 9W) - 363019415 10 -Lot 14 1.) Alt BM Description pac},o . 5i� y� 6- �`� of p, �c� o� Wr sefae- as 2.) Bldg sewer length = 23' - amount of cover= >I? 3-) s b Ser,I 6d i e i,, P;Pes /7'`kYelleI � WQ i ��oG✓�P M 5la1rT �/a(�/� Tsj�' > Plan revision required? ❑ Yes P. No G Use other side for additional information. Yr i-ve SBD -6710 (R.W97) Dat 1 :TI Cert No. nspector' nature _ _ i � � I � tl I 0 � `��� �� � '�\ I 0 I I I I / 4 zi��� � 2.' t 7 Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 NVISCOnsin Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of commerce (Privacy Law, s. 15.04(1)(m)j (Submit completed form to county if not state owned. Attach complete plans to the county copy only) for the system, on paper not less than 8 -1/2 x I 1 inches in size. Count 1 State Sani4gy Qermit Number heck if revision to previous application State Plan 1. D. Number I. Application Information - Please Print all Information r 1 F Location: Pro Owner Name - ` """ Property location ! ✓ 1146 1/4, S Tjb.N, RjqE o Property Owner Mailing Address ! F Lot Number Block Number 1 L. 011 City, State Zip Code hone NwY-,p P Subdivision Name or CSM Number QAJ !dv C w_* 6 MY Y( v. rs P 363 II. Type of Building: (check one) ZOMNGOFFICE ❑City I or 2 Family Dwelling - No. of Bedrooms : ❑ Village • Public /Commercial (describe use):_ __._. `*'� �� f • State -Owned / Nea , res t� Ro d _ •nn GV, v u 2 3 &e � ' CJ� W s. Parcel Tax Numbe s III. T e of Permit: Check only one box on line A. Check box on line B if applicable) 3 0 , 'f /S D A) I. Y New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to stem System Tank Only Existing System B) Permit Number 3 O � I / f Date Issued 3 ) a A Sanitary Permit was previously issued `� I Y 0 IV. Type of POWT System: (Check all that apply) 10D . Non - pressurized In ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland Pressurized In ground ❑ Bolding Tank ❑ Single Pass ❑ Drip Line ❑ At-grade ❑ Aerobi Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: 0 •4 c.{ L tfA 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soi A fi ation 5. Percolation Rae 6. System Elevation 7. Final Grade Required Proposed Rate (GalsJday /sq. ft. (Min./inch) Elevation 9 3 75 377 gy, VII. Tank Capacity in Total # of Manu acturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks 1 1 1 ❑ ❑ ❑ ❑ a VIII. Responsibility Statement 1, the undersign assume responsibility for installation of the POWTS shown on the attached plans . Plumber's Name (print) Plumber's Signature (no stamps): MP/MPRS No. Business Phone Number cl i� Plumber's Address (Street, City, State, Zip Code IX. County /Departm nt Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Y. Approved ❑ Owner Given Initial Adverse Surc rge I Fee) S• tD Determination X. Conditions of Approval /Reasons for Disapproval: i Y • eoe yl (L 21 1 2 T: p of /u u e R �evt ) •..� a .�rtaw�l.o S � °1,N`ofiior� At WolJ:a�t' 3x (o8.7S FIRv99.95 V "A o � A- IOU ITV = UU•0 •, N + � w bI GIZpRlt C � c� O O = moo c m ; � •p E C N 4 CO) x ?` C o 0 E ca x rn M ® / � U 'vim ' N L ` co > d cn D D N Q CO Q ca CL % N Z t la) E �` •0 d CU CIS _,_ L n ow >. 0 c C rn a) T c� rn 0- • • • • W ►)low R `� p � la uea L e vr ) Ad �A)j m P- r A�A &J i� Ow, AM M L a 'Truw�l� ���Hrofiior� AI Wo1Kat' 3x lo 8 , 7S FW - 31.95' ao� � 1000 A - Iu Ffjpn u 11 ')w Ri a A TR44 . � l�ev = � �u•o w , N r qy D c ` c0 ��� 0 C c : ; c E i M to memo x T N In co ca N E E '5 C X CD C7 N ca v OL o rcd. Z W� - �_� x (` C n �L. 0 U _. x ' c ' 5) �.. O t \ \ \\ _ Z3 . J LL. O = 'II CL • • • • 1370 Wisconsin Department of Commerce SOIL EVALUATION REPORT p age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Cade A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal referen direction and Parcel I. D. percent slope, scale or dimemsions, north arrow, oc�tion {and dfstp to nearest road. 030 - 2015 -40 -000, ID #36.30.19.415A -10 Please print all jriforinaflon.� `� <. _ awed By Date Personal information you provide may be use�for seQdndary pur r tq Law, 15 0 1) (m))• �O 2W 1 Property Owner I Pd Location ate GovE.L t SE 1/4 SW 1/4 S 36 T 30 N R 19 W Brady C. Deal Property Owner's Mailing Address t �+ �'X L# Block # Subd. Name or CSM# 351 Casperson Drive Csm VOL. 13, PG. 3663 City State Zip Cod6 Phone N r City Village r Town Nearest Road Hudson I WI I 54016 `' ; Z % " St.Joseph Willow River Drive ++ New Construction Use: Residential / 3 _ Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations: Recommend installing 2 trenches at 3'x68.75', using 22 high capacity sidewinder infiltrator chambers at system elev. = 94.00'. Boring # Boring 1 Pit Ground Surface elev. 98.2 ft. Depth to limiting factor >127" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 1 0 -7 1Oyr3 /2 none sl 2fsbk mvfr as 2f,1m 0.5 0.9 2 7 -31 1Oyr5 /4 none sil 2 msbk mfr cs 2f,1m 0.5 0.8 3 § 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 4 42 -127 1Oyr6/4 none s Osg ml - - 0.7 1.2 •9.0 Boring # —I Boring !/ Pit Ground Surface elev. 98.96 ft. Depth to limiting factor _ > 124 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fN *Eff#1 *Eff#2 1 0 - 1Oyr3/2 none sl 2fsbk mvfr as 2f,1mc 0.5 0.9 2 7 -19 1Oyr4/4 none sl 2msbk mfr cs 2fm,lc 0.5 0.9 3 1 7 7.5yr5/6 none Is Osg ml cs 1f 0.7 1.2 4 27 -124 1Oyr6/4 none s Osg ml - - 0.7 1.2 a •�Z — * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 150 mg/ - E t #2 = BOD <30 mg/L and TSS < 30 mg/L CST Name (Plwe Print) Signal re: CST Number James K. Thompson 5--- 3602 Address A.C.E. Soil & Site Evaluati ons aI- Evaluation Conducted Telephone Number 340 Paulson Lake Lane Osceola, WI 540 0 4/2/01 715- 248 -7767 r Property Owner Brady C. Deal Parcel ID # 030 - 2015 -40 -000, ID# Page 2 of 3 a Boring # -J Boring 1/ Pit Ground Surface elev. 98 .39 ___ ft. Depth to limiting factor > 1 25" in. Soi Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP *Eff#1 *Eff#2 1 0 -7 1Oyr3/2 none sl 2fsbk mvfr as 2f,1m 0.5 0.9 2 7 -23 1Oyr4 /4 none sl 2msbk mfr cs 20m 0.5 0.9 3 23 -32 7.5yr5/6 none Is Osg ml cs - 0.7 1.2 4 32 -125 1Oyr6/4 none s Osg ml - - 0.7 1.2 S4.6 F-1 Boring # _j Boring Depth t limiting factor i Pit Ground Surface elev. ft. epo mng n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GFDW *Eff#1 *Eff#2 F-1 Boring # Boring I Pit Ground Surface elev. ft. Depth to limiting factor in. S Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots : GR *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 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. • /y. 3 o-1 �3 .7 • /o ca,�tc1 �p�o o. Siaee ,3rady ,l /,o�ar�., lee /y a CsM d� i3 P 3GG.� sere. PfiMary 5 . 6.3 �Y SLCSi� -�0 � j &Z I k . U. - 7 - ;P o rlr w of /e aeZ to �2�1 jaceMe -rrt 0.r m Ld a-I1 K E e ���yS�Ko�t. b Ger S4,cc.L Soil e ✓alc�ar�it�n 63 1 Pfoposed 3 bQ.de =P" ■ 8t /Ia, / /i1 a " .di ra fJYe . � �,_ l `c R l 3 0' �e' # /.370 Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specif Sanitary Permit Number Number of Bedrooms 3 Design Flow - Peak (gpd) SU Estimated Flow - Average (gpd) - Grp Septic Tank Capacity (gal) 10O u Soil Absorption Component Size (W) 3 "1 Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absor tion Component Design Flow - Peak (gpd) J "L- Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of tW se and outlet filter shall be assessed at least once every 3 years by inspection. outlet filter a be cleaned as o ensure proper operation. The filter cartridge sh no be removed unless provisions are made to reTain solids n the tank that may slough off the filter when removed from its enclosure. If the ` Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. A dm. Code when the tank is no longer used as a POWTS component. i Soil Absorption Component o The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead r to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 I v Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. I ` 3 Sa f etyar vi iorl erne PRIVATE SEWAGE SYSTEM �� artd W Division County: INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary PermitNo.: Pow kdonnation you provice may be used for seoondary purposes (Privacy Law. 9.16.04 (1xm)l. 384162 rt H s Name: City in Village Q Town Of: State Plan ID No.: !21 tFfld St. Joseph Towns hi Insp. SM Elev.: SM Descriptan: rParceTax No.: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosi Alt. BM Aeration Bldg. Sewer Holding St /Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. V i,take ROAD Ot Inlet Septic NA Dt Bottom Dosing NA Header /Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand St C Model Number GPM TDH I Lift Friction S tem TDH Ft LOSS Mnrl Forcemain I Length Dia. Dist. To well SOIL ABSORPTION SYSTEM BED / TRENCH Width Length No. Of Trendies PIT No. Of Pits Inside Dia. liquid Depth DIMENS SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING -Manuf acturer: SETBACK CHAMBER a Num r: INFORMATION Type Of System: OR UNIT DISTRIBUTION SYSTEM Header / Manifold Distribution Pipes x Hole Size x Hole Spacing Vent To Air Intake Length 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 Bed/ Trench Edges Topsoil ❑ Yes ❑ No 0 Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: / / Inspection #2: / ! Location: 855 Willow River Dr., Hudson, WI 54016 (SW 1/4 SE 1/4 36 T30N R19W) - 363019415 10 -Lot 14 1.) Alt BM Description = 2. Bldg ewer length = 9 9 - amount of cover = Plan revision required? ❑ Yes ❑ No E= Use other side for additional information. Ll I 580 -6710 (R 31'87) Date Inspector's Signature Cert. No. Safety & Buildings Division Sanitary Permit Application 201 W. Washington Ave. a In accord wi th Comm 83.21, Wis. Adm. Code PO Box 7302 [)apartme information you provide may be used for secondary purposes Madison, WI 53707 -7302 (Submit completed form to county if not [Privacy Law, s. 15.04(I)(m)j state owned. Attach com lete plans to the count co only) for the system, on paper not less than 8 -1/2 x 1 I inches in size. County 7 rrn State Sanita Pe Number ❑ Check if revision to previous application State Plan 1. D. Number Z I. Application Information - Please Print all Information " ' ?" ' Location: Propiay Owner Name Property Location irn eS66 1/4 5 &'1 /4,S i.T or W% Property Owner' ailing Address ev, Lot Number Block X 55 a'tl(aw rIvRa I Number Iz V - City, State Zip Code Phon LL umtter Subdivision Name or CS M Number TY II Type of Building: (check one) (' z °v,r 1 ❑ city .DC 1 or 2 Family Dwelling — No. of Bedrooms: ,.. ;. ❑ Village O Public/Commercial (describe use): A " Frown of O State -owned III Type of Permit: (Check only one box on line A. Check box on line B applicable) Neare t Road AA) I. thew System 2. ❑Replacement 3. O Replacement of 4. ❑ Addition to Parcel Tax Number(s) S stem Tank Existin S stem - Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) —(0O Non - pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grad 2 3 , X g. r ❑ Aerobic'freatment Unit 11 Recirculating ❑ Other: V Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application S. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation , 45o 3 75 31? � 1(j l oo.o VI Tank Capacity in Total ii of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con Con glass New Existing crete structed Tanks Tanks Si ; � ( - 1000 I _ s — � ❑ ❑ ❑ D VII Responsibility Statement I the undersigned assume res on ibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signatul+e;(n0 stamps): MP/MPRS No. Business Phone Number I AA �-� , Plumber's Address (Street, City, State, Zip Cod VIII County/Depa tment Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) 'Approved ❑ Owner Given Initial Adverse Surcharge ee) Determination $2 ZS �b ko& ( 2, too IX. Conditions of Approval /Reasons for Disapproval: �ti.,'�ct -t h.t_N �S F-e.� v✓t rp- �¢9^ttim.�tR,tm�oi�t��LtS ala e ab ode- rs5 u M P e jer � low - n't Q M fr � A 7- `1PnX- T o e o� I' 1 B �] Alf PVC P;p 6� SW 1�� �wcNe2 E Lev ^ ►uu.o a P if P kj MPIL s Np ► � ► N T� p� � � I•�v : go' �r O I c .�'w��i� 3k WV.75 3 �lomt o� 7 / _i C C Q)� �_ �_- as = O co C , eo s t0 •� ,- Ci LO X00 E o a� x LO atilAAd «_ O >. •— CO U n fl E -- O tU N 1_ :... E E D L X cm Y) V to N C A a C — p C O O Q Rf CL tti Z O t , M N V O (n U .. O F- -O N _ a -O D - co L n O E C x aj C U t I,CL C 9) v O)L U s h `r ° ° `V° li 0 N O a� aid v nol C- _. T-/ um_. M'L- ` � � B��� � e s � S).� e' ►s lea Q � �� C orcr.► 02 ( Lev wo . o P if �� matik ►;' 1 N TP,P-e I _qv 4 �•� 0 l a o j' 3 - Y ' , .o . - 7s 3 NaR uokn I I lnJ �� l � o w �►z.�l� W 1 i ►- �C C a ro�C NcU -0 E��, zo Cl? o AnAbd c (d C X N PIT AA -AA •� CO O -- — cd A E E � c: -C X 0) cN `t t > > 3 v c Q ,.. O O p + �_C p v Q cU Q ? +- Z _ r_— cti �• O L v O a I t� (n U L E X O m > C ca J . - 71L U - - - -- — '� L U L � Q •� � = N � •� O _I O = to U) v7 Wisconsin Department of Industry SOIL AND SITE E V A L U AT1REPO R T Page 1 of 3 Labor and Human Relations Division of Safety & Buildings ' in accord with ILHR 83.0 W as. Adm. Code At COUNTY Attach complete site plan on paper not less than S 1/2 x 11 inches in siz f must include but St. Croix not limited to vertical and horizontal reference point (BM), direction and #k of'slope, sale or PARCEL I.D. # C dimensioned, north arrow, and location and distance to nearest road. Q °^Z. 611 ,� - t - dimensioned, APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATI'!N , REVIEWED BY DATE PROPERTY OWNER: PROPERTY 1'ttATIQN GOVT, LOT _ SW 1/4"S 1 /4 ,S 36 T 30 N,R 19 ft(or) W PROPERTY OW ER':S MAILING ADDRESS LO fi# ' BLOCS # D. NAME OR CSM # 12461 Arcola Tr. 14 � na csm CITY, STATE ZIP CODE PHONE NUMBER []CITY [ j&OWN NEAREST ROAD STillwater, M. 55082 ( ) I St. Joseph Willow River Dr. [xj New Construction Use ?c j Residential / Number of bedrooms 4 [ j Addition to existing building I ] Replacement [ j Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd /ft .8 trench, gpd /ft Absorption area required 858 bed, ft 750 trench, ft Maximum design loading rate �7 bed, gpd /ft gpd /ft Recommended infiltration surface elevation(s) 96.10 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem �7S ❑U EIS ❑U R1S ❑U ®S ❑U ®S ❑U EIS ®U SOIL DESCRIPTION REPORT IM's` 1 c!— Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft ................. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed JTW& ................. .................. 1 0 -14 10yr4 /3 none sl 2mgr mvfr gw 2f .5 .6 .� 2 14 -84 7.5yr4/6 none cos Osg ml na na .7 .8 .� Ground elev. 1 00. O ft. Depth to limiting factor +84 Remarks: Boring # 1 0 -14 10yr4 /3 none sl 2m r mvfr w 2f .5 .6 •S 2 14 -84 7.5yr4/6 none co s Osg ml na na .7 .8 Ground elev. 99.5 ft. Depth to limiting factor +84" V' Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. Ave-.,,,New Richmond, I 54017 Signature: Date: 4 -24 -99 CST Number: m02298 If I PROPERTY OWNER John Leys SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D. # `R Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD /ft in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Twich MEMM 1 0 -12 10yr4 /3 none sl 2mgr mvfr gw 2f .5 .6 . 2 12-8z 7.5yr4/6 none cos Osg ml na na .7 .8 Ground elev. 1 00.1 ft. Depth to limiting factor q8 Remarks: Boring # 1 0 -8 10yr3 /3 none 1 2msbk mfr gw 2m .5 .6 Cj •S <'> 4 >: 2 8 -23 10yr4/4 none S scil 2msbk mfr gw if .4 ? .5 ................ 3 23 7.5yr4/6 none co s Osg ml na na .7 .8 •� Ground r— elev. 99.6 ft. — Depth to -- limiting factor / +84 11 Remarks: Boring # 1 0 -10 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 y gw 1 f . 2 .3 2. 2 10 -1 10yr4 /4 none lcsbk mfr 3 17 -84 7.5ry4/6 none cos Osg ml na na .7 .8 Ground elev. 10(0.00• Depth to limiting r +84" �® • $ Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) T STEEL'S SOIL SERVICE Gary L. Steel John Leys 1554 200th Ave. CSTM2298 SW4SE4 S36- T30N -R19W New Richmond, WI 54017 MPRSW -3254 (715) 246 -6200 town of St. Joseph lot #14 -csm This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. .X'' =40' (0 t0 2 of 1" pvc pipe by SW lot corner C el. 100.00' jkn BMA= nail in tree C el. 98.70' O L ol t ti Gary L. Steel 4 -24 -99 Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 2 Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) Mt _O L+ Soil Absorption Component Size (ft') - 31s it e - .A Type of Wastewater Dom tic �. Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailin Address _ 3 C � C�� °'/ S / (mac �� � Property Address �� l ,; //c w X 1 � 0,n 1, .. (Verification required from Planning Department for new construction) Cit _ 86 SG'n 1,��� 0 -- zo l5 tY � Parcel Identification Number LEGAL DESCLIYMON ✓�o • 30 , lcl . L4 l 5 I D Property Location ly' V., Sec. T N -R LW, Town of 51 5� � Subdivision A/ , Lot # �. Certitied Survey Ma p# ` Y P _ l , Volume Page # � . ^ ' Warranty Deed # Volume # _ 1 1611::7 r Spec house ❑ Yes no Lot lines identifiable ❑ yes ❑ no Doper use and as aace of your septic system could result in its premature failure to handle wastes. Proper maiateaaave consists. of out the Pte$ tank every three or sooner if needed b a U caa affect the function of the Y� � Y ceased pumper. What you pmt Into the system septic tank as a treatment stage in the waste disposal system. The P OP owner agrees to submit to St. Croix Zoning Dep atment a certification form, signed by the owner and by s ntssterig . YMnPlunzber. restdctgdphmdm or a licensed pumper ved4ring that (1) the on -site wastewaWdisposat syd= L is in proper openting eondttion WNor (2) ection and pumping (if necessary), the septic tank is lea the V% of budge. Uwe, the undersigned have read " Id Borth, hsreio, as lot by t the abo r sad agree to rnaiataia the private sewage disposal " atwdards stating dish your septic system has 6 the Department of Natural Resources, State of Vf/�teeL�% .t)ettlficltdon #fit be completed and returned to the St. Croix County Zoning oUlm within 30 . days of the three year expiration date. $».. . ,. SIGNATUn OF APPLICANT DA ' F,. I (ire) oadt)r tot all statements on ., l ulu form are true to the best of m our knowledge. w ...� Y( I e am are the o s �g ( ) ( ) wnet( ) of the pmptnty dwribed shove, by virtue of ammaoily deed recorded in Register of Deeds Office. SIQNAUM OF APPLICANT C', '• *• *" Any information that is mis- represm may nwit in the unitary +•• «a* y ry permit being revoked by the Zoning Pep utment. Include with this ap plication: s PP a ta,nped�q,�y deed from the Register of Deeds office a copy of the csstitled survey map if reference is made in the warranty dead V(tl. 1464PAGE 466 STATE BAR OF WISCONSIN FORM 2 - 1982 612391 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS DOCUMENT NO. ST CROIX CO., WI _.. — - - . - - -- - - ------ -- RECEIVED FOR RECORD John A. Leys 30 -20 -1999 9:30 AN IIARRANTY DEED CERT FEE: conveys and warrants to COPY FEE: C'. Deal, A single person TRANSFER FEE: 139.50 Rrad y 5 E I RECORDING FEE: 10.00 PAGES: 1 I I THIS SPACE RESERVED FOR RECORDING DATA NAME AND RETURN ADDRESS the following described real estate in St- Croix County, State of Wisconsin, ` That part of SE 1/4 SW 1/4 of Section 36, �I 304 �CUS Township 30 North, Range 19 West, being part of Lot 7 of a Certified Survey Map recorded in "U©SON WI Vol, 11 of Certified Survey Maps, Page 2674 - - - -- as Document No. 504458 described as follows: 030-2015-40-000 (Part Of) II t of a Certified Survey Man dated April PARCEL IDENTIFICATION NUMBER it 22, 1999 filed June 14, 1999 and recorded in Vol. 13 of Certified Survey Maus, : e 3663_ I. as Document No. 604964 in the office of t i� V; Register of Deeds for St. Croix County, j Wisconsin II i �I ! I II i l This is not homestead property. (is) (is not) y Exception to warranties: TOGETHER WITH AND SUBJECT TO an other easements, covenants, reservations or restrictions of record, if any, but this shall not be deemed to extend any such other recorded encumbrances beyond the term established by law therefor. Datedthis 15th day of October n.D., (SEAL) 9 2 A I _ (SEAL) I John A. Levs i! j I� (SEAL) (SEAL) ! AUTHENTICATION ACKNOWLEDGMENT Signature(s) John Lk. Leys State of Wisconsin, lI } ss. County 1 authentic this 1 ay October 19 99 Personally came before me this day of 19, the above named Hugh Gin I ! TITLE, MEMBER STATE BAR OF WISCONSIN (If not, authorized by 4706.06, Wis. Slats.) to me known to be the person who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY I i A=. HucIb H. Grain, Owin law Firm, S.C. 430 Second Street, Hudson, WI, 54016 Notary Public, County, Wis (Signatures may be authenticated or acknowledged. Both are not bly commission is permanent. (if not, state expiration date it necessary) iI 'Name, of persons signing n any capacity should by typed nr primed below Ih r - gnanurs. STATE BAR OF WISCONSIN W.9c Sin Lego BIW*CO_Inc. WARRANTY DEED FOrm No. 3 -1982 01 301 4 4 604964 f� ivgo s - CERTIFIED SUR VEY MAP Located in the SW V4 of die SE V4 and the SE V4 of die SW V 4 of Section 36, T30N, R19W, Town of St. Joseph, St. Croix County, Wisconsin, being Lot seven ( 7 ) of that Certified Survey Map filed in Volume 9, Page 2674 as Document No. 504458 in the St. Croix County Register of Decals. OWNER/SUBDIVIDER: JOHN LEYS NOTE: for curve 12461 ARCOLA TIL infonmation see sheet 2 of 2 STILLWAI'ER, MN. 55082 �, to 01 .N I (j, (►j, U.12 LOT 1 LOT 2 LOT 3 LOT 4 0� 4, 0101 I CERTIFIED SURVEY _MA_P '-� VOLUME 4 PAGE 1114._ � 01 - - - - - -- - - - — - - - J- y _ - _ �NILLQW— R11/ER - (R� _ — pRIVE S ��_ 2 78 0 1 2 347.18 O 4 '- - 100' ROADWAY SETBACK LINE 177, 42') , E •. 1669• 22•+!l :............ �........ (R N8th00'53 y ^ LOT 73 t( i">I'' 41 3 LOT 15 w ti I O �p 72'28') !„ 131,137 SQUARE FEET 131,258 SQUARE FEET 131,109 SQUARE FEET s-+ Cj ( 3.01 ACRES) / (1 ACRES) (3.01 ACRES) r► I � IO 2 'n Z 385.45 377.81 369.70 S 0,1 , b5'tN' 1;i32.91i ` c ( R N89'00'53'E 1132.88') N LOT 12 OF CERT(FIED SURVEY MAP � VO4UMg 11 PAGE 3134 w �o APPROXIMATE 'R NORTH-SOUTH CV2 1/4 SECTION LINE Z N S V = 200' SCALE : IN FEET i I" - 200' O' 50' 100' 200' 400' 600, SOUTH LINE OF THE SE 1/4 OF SECTION 36 S114 CORNER OF SECTION 36 N8>I "E 2801.38' SE CORNER OF SECTION 36, T30N, R19W ( ALUM. MONUMENT) T30N, R19W ( ALUM. MONUMENT) Bearings referencedtothe South line of the SE 1/4 of Section 36, previously recorded as and assumed to be lZyd� N89°2345 "E. -�- Indicates section corner monument. C SC O NSA ( as noted) y�..••.... .... • Indicates 1" iron pipe found. �'' JOSEPH W. -�- Indicates 1" X 24" iron pipe S -22 95 t weighing 1.65 lbs. / lin. R'. set. EW nlCiiMUNU = 1 R995 Indicates previously recorded information. PREPARED BY: .•• y GRANBERG SURVEYING S Rv E 1239 C.T.H. "E' NEW RICHMOND, WI. 54017 2Z PHONE ( 715 ) 246 -7529 JOB NO. 99-016 TIUS INSTRUMENT DRAFTED BY: 10SEPI I W. GRANDERG. SHEET I OF 2 �L t3 r Lida CERTI1 D SUR 1 Y MAY Located in ttre SW %. of tite SE' /. and the SE' /. ul'the SW '/4 (►f Section 36.1 R19W, Town of St. Joseph, St. Crain County, Wisconsin. being Lot seven ( 7 ) of that Certified Survey Map filed in Volume 9. Palle 2674 as 1)ac1rment No. 504458 in the St. Croix County Register of Deeds. DESCRIPTION. CURNFs INmRI► A A parcel of land located in the SW K of the SE %, and the SE Y4 of the SW CU RV E 81-2 /4 of Section 36, T30N, R19W, Town of St. Joseph, St. Croix County, RADIUS- DELTA S0. 0 Wisconsin, being Lot 7 of that Certified Survey map filed in Volume 9, CHORD 45.39' Page 2674 as Document No. 504458 in the St. Croix County Register of N4(P15'44 "E Deeds, further described as follows: ARC- 46.02' Commencing at thd S %. Comer of said Section 36; thence W3 1'56"E FIRST TANGENT- 852.20' to the point of beginning which is a 1" iron pipe at the Southeast, N56 0 4434 "E corner of Lot 7 of said Certified Survey Map ( Bearings referenced to the SECOND TANGENT- South line of the SE V, of Section 36, previously recorded as and assumed N23 "E to be N89 "E ); thence S89 "W 1132.96' ( previously recorded CURVE 2 - as N89 1 00'53 'E 113 ;.88') along the South line of said Lot 7 to a found 1" RADIUS- 80.00' iron pipe; thence NW45'36 "W 260.00' ( previously recorded as S00 DELTA- 63P38'16" 4545 "B ) to a found 1" iron pipe; thence S89p03'22 'W 72.14' ( CHORD- 86. previously recorded as N89°00'53 "E 72.26') to a found 1" iron pipe on the NS�36 E ARC- 902" Southerly right -of -way line of Willow River Drive; thence Northeasterly FIRST TANGENT- 46.02' along the are of an 80.00' radius curve concave to the Northwest N23'46'34" E whose chord bears N40 ° 15'44 'E 45.39'; thence Northeasterly 91.65' SECOND TANGENT- along the arc of an 80.00' radius curve concave to the Southeast whose N89 10" E chord bears N5&36 'E 86,72'; thence N89p25' 10 'E 995.65' ( previously recorded as 995.59') along the Southerly right -of -line of Willow River Drive to a found 1" iron pipe; thence S78 177.39' C OkS�4y ( previously recorded as S78°02'55 "E 177.42' ) along the Southerly right - JOSEPH W . of way line of Willow River Drive to a found 1" iron pipe; thence S11 GRANBERG '* 57'l 0"W 301.50' ( previously recorded as S 11 °57'05 "W 301.51' ) to the S•2295 point of beginning, containing, 393,502 square feet ( 9.03 acres ) more or EW RICHMOND less and being subject to any easements, restrictions and covenants of WI record. 7, y0 SU .SURVEYOR'S CERTIFICATE I, Jos W. Granberg, Registered Wisconsin Land Surveyor, hereby certify that by the direction of the owner, John Lays, I have surveyed, divided and mapped file lands shown hereon in - accordance with official records, Chapter 236.34 of the Wisconsin Statutes, the Town of St. Joseph Subdivision Ordinance and the St. Croix County Subdivision Ordinance and drat this map and description are a true and correct representation thereof. This instrument drafted by: Joseph W. Granberg. Dated April 22, 1999. �,.. NOTE: Each parcel shown on this hnap is subject to State, County and Township laws, rules and regulations ( i.e., wetlands, minimum lot size, access t9,pe • Before purchasing or developing any parcel contact the St. Croix County Zoning OfTrcMd the appropriate Town Board for advice. .Illlt 1 4 '99' HANDERG SSURVEYING 1239 C.T.H. "E" Now Richmond, WI. 54017 :..ur►n.iiaw„ - L.nnuiy Phone ( 715 ) 246 -7529 •''� j �hk:� •San.�dtwo Job No. 99-016 .+a•L; ?li crNy� A( Cih''jbll .1.111! •r '.. ,n4O °W SHEET 2 OF 2 Vol. 13 Page 3663 Vvu