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HomeMy WebLinkAbout030-1037-20-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430390 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Nestrud, Donald I St. Joseph Township 030 - 1037 -20 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: n ci _ cs c p $r ) — s —/ y .,c 11.29.19.124 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Cpvk. no, Holding _ St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet 5 9 y TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic �� 1 , 3 � Dt Bottom \_ Dosing Header /Man. g li3_ Aeration ist. Pipe t t - {> i - 3 - 97 vZ 13. 9Z— Holding Bot. System A Ie. 1 La.3It 93, f PUMP /SIPHON INFORMATION Final Grade 6' l V 9 9 -Z Manufacturer Demand St Cover _ GPM �. ?o /O `7! Model Nu ber C TDH Lift riction Loss System Head TDH Ft Forcemain Length Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS -- F . 7 `> . SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: "� f INFORMATION CHAMBER OR �J ! Type Of S stem: uci T _ UNIT Of] i _ Model Number: DISTRIBUTION SYSTEM VA-^A- Q._ C PrP-5 a`-- Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air rIInt take ' T t Pipe(s) _ _......__....... _,. 1 - ... _ _ Length Dia Length Dia Spacin 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 Centeru +G Bed/Trench Edges c= -- - - -- Topsoil Yes C No Yes No fi rv� G . r' ✓ 2 r c�/1 t3 w� S �.r G e COMMENTS: (Include code disdfepencies, persons present, etc.) / Inspection #1: 03 Inspection #2: Location: 751 Crestview Trail Hudson, WI 54916 (NW 1/4 NE 1/4 11 T29N R1 9W) NA Lot 1 Parcel No: 11.29.19.124 1.) Alt BM Description =S 'T- C'D'..) / 2.) Bldg sewer length = �� - amount of cover = Plan revision Required? Yes No Use other side for additional information. SBD - 6710 (R.3/97) Date Insepctor Signature Cert. No. Safety do Buildings Division 201 W. Washington Ave. N VIsico nsi n Sanitary Permit Application PO Box 7302 In accord with Comm 83.2 1, Wis. Adm. Code Madison. Wi 53707 -7302 Department of commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04(I)(m)) state owned. Attach compi ete plans to the county copy only) for the system, on paper not less than 8 -1/2 x I I inches in size. Couny State Sanitary Permit Number D Ch ion State Plan L D. Number D I. Application Information - Please Print all Information Location 5 Property Owner Name �� n 4 ttd, SEP i J 2003 ct� P roperty Location wa)1 /4 1/4 S/ Toi' N R E W �y Property Owner's Mailing A dress ST. CROIX COUNTY Lot Number Black Number j ZONING OF City, St ate Zip Code Phone Number Subdivision Name or CSM Nu s . ��/ --� - 7 3 Sloe Type of Building: (check one) ✓ ❑ City 2 1 or 2 Family Dwelling — N � o. of Bedrooms: �/ti� �^" ❑ village Public/Commercial (describe use): 41''t'own of O State -owned .Sf 0 III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road �e y A) 1. 0 New System 2. D Replacement 3. ❑Replacement of 4.. O Addition to Parcel Tax Numlm(a) S stem Tank Only Existing System 03 — /03 — B) Permit Number Dale Issued O A Sanitary Permit was previously issued Lo pe of POheck all that apply) )iressurized In- ground ❑ Mound C3 Sand Filter ❑ Constructed Wetland n -grow ❑ I lolding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V Dispersal/Treatment Area Information: �n 1. Design Flow (gpd) 2. DispersalArea 3 . Dispersal Area 4. Soil Application S. Percolation Rate 6. vati 7. Final Grade i q so Required Proposed (p Rate(Gals. /day / Il.) (Min. /inch) 4 71111' Elevation y' .? 3 3,U l i 9 VI Tank Capacity in Total N of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crele structed Tanks Tanks ❑ ❑ ❑ ❑ -- ❑ ❑ ❑ ❑ ❑ VII Responsibility Statement. 1 the undersigned, assume res on ibility for installation of the POWTS shown on the attached plans. Plumber's Name t) Plumber's %1111111' tta MP/MPRS No. Business Phone Number Plumber's Address (Street, City, Stale, Zip Code) VIII C at epartilitent Use Only ❑ Disapproved Sanitary Permit Fee ( eludes Grou�ater Date 1 sued Is ' g A Signature ) 1 Approved 13 Owner Given Initial Adverse Surrlutgo Fee) ''1S� •� �a � 3 Detti rminetion of IX. Conditions of Approval /Reasons for Disapproval; S / yy SYSTEM OWNER: //�� YI 1 Septic tank, effluent filter and(�)�'''� 0 dispersal cell must all be serviced / maintained _O�_44td as per management plan provided by plumber. n � � Q�S� JQ 23 c ! S � 2. All setback requirements must be maintained r 55 pet appliCable codeft, dimenees. 1 u� 1/3. o.S wl S S ... P B ej-7 PIn - M ., (Alkl _S', �l e- abncd r,5 T PA a � �crcr a Pvc - T N C , 3 x ca .7 �� To of 11/4 ) 5 nJ Sr-�'; c p �lA lop F - ao , SU 17' r NE S � t . 0 01 ' J ill - ..IT .10 xrM 7 P/O M . ... p E? 4XI �- eAl _Sl d e- uJi ncl r,5 �:L..f .. - - . _ _ .._ _ l_ .1. �. _ .... _ �1:�_. A-111M Al /I a i �crca b� Q3 "c NOKK - C Ity -r joo.o r P uF PVC a El A 6 0 Ma � Tvp o f 1� � pYc hS� � IUoU' A� 14 ij�,, 9 s c ag d NE CoKNetz W l O C up >� Co W O -tart Z 3 a W N ' v► ., Q LUULI . 11 7.7. 11 pill foil c a • 1320 Wisconsin Department of Commerce SOIL EVALUATION REPORT P age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service 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 reference point (BM), direction a parcel I percent slope, scale or dimemsions, north arrow, and �' nea road. 03 37 - - 000 Please print all 'nforl Fida.El viewed B A Date Personal information you provide may be used secondary purposes (Privacy law, s. 115.04( (m)). �0 ZQ' Property Owner Prop Location Nestrud, Donald Govt. L t na NW 1/4 NE 1/4 S 11 T 29 NR 19 W Property Owners Mailing Address T Lot # � Block # Subd. Name or CS 70,, FIC 1194 42nd na 21 Acres City State Zip Code Phone Number _J City J Village 16 Town Nea Hudson WI 1 54016 1 715 -549 -6598 St.Joseph I Mound Dr. 16 New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD J Replacement J Public or commercial - Describe. Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na General comments and recommendations: System elevation 94.905ft, trenches spaced and depth to code 5.00ft below grade. �O o p I11L2G�O Boring # I Boring V1 Pit Ground Surface elev. 99.05 ft. Depth to limiting factor 130 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "19ff#2 1 0 -12 10yr3/4 none sil 2msbk mfr cs 2f .5 .8 2 12 -26 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 3 26 -40 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 40 -64 7.5yr4/4 none sl 2msbk mfr cs na .5 .9 5 64 -130 7.5yr4/4 none cos osg ml na na .7 1.6 � 3 C> —7 / moo Dl '44 fra Boring # J Boring e Pit Ground Surface elev. 99.05 ft. Depth to limiting factor 135 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPFF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0 -7 10yr3/4 none sil 2msbk mfr gw 2f .5 .8 2 7 -14 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 3 14 -33 7.5yr4/4 none sl 2msbk mfr gw na .5 .9 4 33-48 7.5yr4/6 - none ms osg ml cs na .7 1.2 5 48 - 135 7.5yr4/4 none cos osg ml na na .7 1.6 Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD S30 mg/L and TSS S30 mg /L CST Name (Please Print) Signature: / CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 5/19/2003 715- 246 -5085 Property owner Nestrud, Donald Parcel ID # 030 - 1037 -20 -000 Page 2 of 3 3] Boring # J Boring W► Pit Ground Surface elev. 89.55 ft. Depth to limiting factor 135 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -10 10yr3/4 none sil 2msbk mfr gw 1f .5 .8 2 10 -24 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 3 24-48 10yr4/4 none sicl 2msbk mfr gw na .4 .6 4 48 -60 7.5yr4/4 none sl 2msbk mfr gw na .5 .9 5 60 -75 7.5yr4/6 none osg mvfr cs na .7 1.2 6 75 -135 7.5yr4/4 none vcos osg ml na na 7 1.6 F-1 Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # I Boring _J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P 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 L30 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. Page 3 of 3 STEEL'S SOIL SERVICE INC. David I Steel 1564 Cty Rd GG CST - POWTSM Donald Nestrud New Richmond,WI 54017 Lic. #248956 NW1 /4,NE1 /4,SI1,T29N,R19W Bus.(715) 246 -6200 Town of St. Joseph St Croix Co. Fax (715) 246 -9372 21 Acres Legend 1" = 40' ♦ =Benchmark Ele. 100.008 Top of 1/2" PVC pipe • = Alt Benchmark Ele. 100.20Ft Top of 1/2" PVC pipe L7 = Borings Boring Elevations To ROM n6; B1 = 99.05Ft B2 = 99.05Ft B3 = 89.55ft B4 = 00.00ft 17� A1 o' aa � 7d) `fib O _ +✓ 3Qoo'� `j S r I ��• ss c3 -f,� �;74. q5.Q IF S V S'1' CI(OIX COUNTY S131'TIC; •TANK MAINTENANCE AGREEMLNT AND OWNBRSIUP CLRTIFICA•i'ION I Owner/Buyer ©uJ EST ID Mailing Address _ �] _��_ Property Address 5 s 16 �.� (Verification required from Planning Department for new construction) City /State IL UJ EVofb Parcel Identification Number Property Location U(,tiJ %,, Sec. / / • oZ _ V O S�°P [ NI r Z W 'ToWtt o f W , Subdivision Lot N ,`/o�catr� Cer tiliai Survey Map # Volume - 7 Page # q S P 7 Warranty Deed # _ d 76 3 7/o Volume 'SAO , Page # M Spec house O yes W no Lot lines identifiable 0 yes O no Impopat<we rind maintenaoeeof your septic system could result in its ptemature failure to handle wastes. Proper msinteass" C 900131 of PVMPIDi out the septic tads every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the fin"M of the septic tank as a treatment stage in the waste disposal system. 'Ilse property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mast« PlarabW- Journeyman P1uWber, rostdctedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal sYdm le In eloper operating coalition and/or (2) . s i"don and pumping (if necessary), the septic tank Is lea Ilion U3i1W1 of i Vwe, the nndmsig�oed have tad the abov ,and agree to maintain the private sewage disposal standards set � �. as set by do � and the Department of Natural Resources, State ofwisooasitr t rdtiadoa elating first You,' septic system bas been ntaintr ned uwst be completed and returned to the St. Croix County Zoning Oltios widdis 30 days of the 111100 year expiration date. j , SIQNATURB OF APPLICANT DATE 7 t I (we) certify that all statements on�tlt� are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above b , virtue of • Y de led in Register of Deeds Office. SIGNATURE OF APPLICANT DATE + + + + ++ Any information that Is mis -reps y )nay [suit in the sanitary permit being revoked by the Zoning Dsprhneat. + + + + ++ Include with this ippilcaUon; a stamped.VarnlW deed from the Register of Deeds oRice 8 copy of the certified survey map if reference is made in the warranty deed 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 3 Number of Bedr Design Flow - Peak ( pd) �� a Estimated Flow - Average ( pd) 30 Septic Tank Capacity (gal) 0 O V Soil Absorption Component Size (ft') Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Comp Design Flow - Peak ( pd) U 0 Maximum Influent Particle Size (in) TO 1/8 Maximum BOD (mg /L) a a 0 220 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 yea rs 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 pr 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. When system fails, we will replace with another system at owner's expense. Alternate area must be left undisturbed. St Croix County Zoning Office 386 -4680 Boumeester & Sons Excavating 386 -9020 Tri- County Sanitation 386 -2130 3 M& kl.$. wa*... =../ -aeoK ras cnA?s or wIecoxsaii ' ' w. �if.l�. WIa. lbt�lr La C 1�ra No. 9 PubllWd a7 Wn'oot Wtloa�v oo. 2'76376` Us Nbenturt, Robert Bohne and Erma Bohne, his wife, grantor B , of St. Croix County, Wisconsin, hereby conveys and warrants to Donald J. Nestrud and Virginia M. Nestrud, husband and . wife, as ,joint tenants, grantee s , of St. Croix County, Wisconsin, for the sum of Six thousand ($6,000.00) Dollars, the following tract of land In St. Croix County, State of Wisconsin: North One -half of the Northeast Quarter (NJ -NEI) and the Northeast ` Quarter of the Northwest Puarter (NEI -NWJ), Section 11, Township 29 1 North, Range 19 West, excepting a parcel as: Commencing at the Southwest Corner of the Northeast Quarter of the Northwest Quarter (NEJ -NWI) of Section 11, Township 29 North, Range 19 West, thence East on the South line of said 40 acre tract for 520 feet to the Place of Beginning; thence North for 190 feet; thence East for 295 feet; thence South for 190 feet; thence West on the South line of said 40 acre tract fox' 295 feet to the Place,of Beginning, Subject to a right -of -way easement over the roadway as now traveled in a northerly- southerly direction over the above Northeast Quarter of Northwest Quarter (NEINWI), and subject to the right of grantors and their successors in ownership to the above described 190 ft. by 295 ft. parcel to construct, replace, use, operate and maintain perpetually septic tanks and dry wells together with pipes from said parcel to said tanks and wells. • 1, I ;eVZU NNLUt 6 1 Htt I HUUSUN, WI 54016 HUDSON, WI 54016 - CRESTVIEW_ ' --- N89 °50'43 "E 2648.20' - -- TRAIL -i-- _' NORTH LINE OF THE NE1 /4 NE COR SEC. 11 _ S89 * 50'43'3 686.6l' SEC, 11 - T� L• �g 637.49 66 WIDE ACCESS EASEMENT _ 686.61' _ 8 1324.10' ACCESS - - _-- - - - - - - — EASEMENT. RECORDED IN VOLUME I . . PAGE I 20' $ j 20' o { I Of wi se I � -- - _ o { -mss I m H DOUGLAS J. 2 o-{^' ZAHLER =_ -_= Oz ICS p m m 8-2145 H ( __- -__ _ __q Z i� m m m HUDSON, I =_ m ul rA Z m 20.929 AC. I 911,655 SO. FT. '� ! I_ w � 1 SCALE IN FEET 1" = 200' i r V I ( y FZ 200 0 200 { t ' r I { I ( LEGEND FOUND ALUMINUM COUNTY SECTION I CORNER MONUMENT • FOUND 1" OUTSIDE DIAMETER IRON PIPE ( { 0 SET 1" OUTSIDE DIAMETER BY 18" LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT 8AX SOIL BORING �-�- -- EXISTING FENCE ll SOUTH LINE OF THE - - - - BUILDING SETBACK LINE (AS SHOWN)_ NW1 /4 OF THE NE1 /4 - - - 20 SLOPE OR GREATER N89 °51'33 "E 686.61' - - M[I�pd���i CAD dLQ LDS 1 NOTE: LOTS MAY BE SUBJECT TO FUTURE SPECIAL ASSESSMENTS FOR ANY UPGRADES AND IMPROVEMENTS TO THE ROAD, THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6063 -02 DATE: 05/28/2003 REVISED: 06/11/2003 SHEET 1 OF 2 SHEETS CERTIFIED SURVEY MAP LOCATED IN PART OF THE: NW1 /4 OF THE NE1 /4, SECTION 11, T29N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. SURVEYOR: PREPARED FOR: DOUGLAS J. ZAHLER DONALD NESTRUD S & N LAND SURVEYING, INC. 1194 42ND 2920 ENLOE STREET HUDSON, WI 54016 HUDSON, WI 54016 CRE _STVIEW - -- N89 ° 50'43 " E2648.20' -- - � _TRAIL / � '�` -� N1/4 COR, NORTH LINE OF THE NE1 /4 NE COR. SEC. 11 S89 0 50'43 "W 686.6V SEC. 11 ``-- 637.49' $ 66' WIDE ACCESS EASEMENT I $ $ $ 686.61' $ 1324.10' Ul ACCESS — _ — — EASEMENT. � r ----- - - -' —� RECORDED IN VOLUME . PAGE I� 29 B At 20' z 0� � I 1 = OF WIS I I zz o 02 DOUGL /1S J. 191 ZANL R _ ___ oz� ! a 4 m T 5 -2145 I = - - rt'I = i � cc HUDSON, ° I - . _ m m z IS. P I -- - -- - mml z o o vl C fn O I� 2�o Y ! 1 ' A0� LOT 1 mzm 20.929 AC. 911,655 SQ. FT. SCALE IN FEET I"= 200' ice y I I � i0 200 0 200 I I I I I LEGEND I I FOUND ALUMINUM COUNTY SECTION I I CORNER MONUMENT • FOUND V OUTSIDE DIAMETER IRON PIPE SET 1" OUTSIDE DIAMETER BY 18" LONG IRON I PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT I I I