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HomeMy WebLinkAbout040-1284-60-000 r2 s� j s/ _ � l Wis nsin Department of Commerce ounty: PRIVATE SEWAGE SYSTEM St. Croix Safey and building Division INSPECTION REPORT Sanitary Permit No: 395105 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID NN 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: Miller, Sam I Troy Township 040 - 1284 -60 -000 CST BM Elev: Insp. BM Elev: BM Description: I 0D .0 ) •t l f s G$1 P"), NA TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark t Z.,(0_' © Dosing 0 Alt. BM 3. Aeration Bldg. Sewer Holding St/Ht Inlet 9 Z 8r • �i TANK SETBACK INFORMATION SUHt Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 4 1 Dt Bottom Dosing Header /Man. IO. Z. 5 Aeration Dist. Pipe 11.3 O S 1 Holding Bot. System � g3. 4s $,�.p PUMP /SIPHON INFORMATION Final Grade 91y. o r Manu cturer Demand St Cover Q r 1 g GPM C7 Model NIHer TDH Lift Fri on Loss System Head T Ft Forcemain 7 9th I IDist. to Well SOIL A ORPTION SYSTEM Wfq RENCH Width Length No. Of renches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMERStOWS 3 f 1 1T �( SETBACK SYSTEM TO T7 P/L 16LDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: ! UNIT Model N m DISTRIBUTION SYSTEM Header /Manifold �� Distribution x Ho ize x Hole Spacing Vent to Air Intake Pipe(s) Length Dia� Length Di Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of odded xx Mulched xx Seeded /S Bedrrrench Center Bed/Trench Edges Topsoil [N Yes (� No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 1* Inspection #2: Location: 483 Bauer Road Hudson, Wl 54011�6 (NE 1/4 NW 1/4 9 T28N R19W) The Orchard Lot 16\ Parcel No: 09.28.19.1610 1.) Alt BM Description = bwc- t�Cw�b 2.) Bldg sewer length = LC,p ,�� - amount of cover = C? Plan revision Required? �] Yes 1No rl� p , g O' S Z 16 Use other side for additional information. ___j i • Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) i oeANY 201 W W y P.O Box 7162 r5 G12 l N li zoo ns)� lrtadiaott. Wl 53707 - 7162 �: Address ' Department of COMM OrcA Soduq Patmit Numtber Sanitary permit Appli 3 Si o s *� in good wo c ome osil. Mid. Add. code. yoo Vel ift ❑ Check If Revision s. t L jora smad n )!hams PAW All lstt " ', 8trte Pisa LD. Number parod ; Owasr'e Name _ L� _ (� 0 SA � M 1 ILCF� ST C�iOi?, d�V "� O ZONINGOFFt,f N A Number Lot N=dw B N umber csq►. erode .._ SueWhidbn Name CPA Number S N w Syo 1 /0 3 'T 16 -2-7 E CkIL -1 1o��3 II. (Chad, a Sort ap*) q — 1 ar2FmfrDINI atHem°°me �❑ lltbiie/oa - DescrIbe UN Road O Star o f ra Mw A i # � �1 toU� us s : 17• f T�cN� � g� l� lO Compies of pMdb (O& am W mob' boot as (ntmebu tR srbanaa far ) if appocame) TIP K CatmR1 we l' A. 1 Now 2 0 RVkmmeat Symm 3 0 RopkeemM of 6 0 A4000, a Took Dm UMW a. 0 Steer it sa doo Permit rrwa�b' Imsd Permit Number ry alt that o ) hme r car mteml — J v . 4-r% rN w- W. TM ac Permit: (Clradt 1� 4� 0 Saga Pibet so 0 CousawAed Wedse d " g am �.p� Zt0 Mo�md r_Ao r&s `i� 1 - 5 o( e- A 0 . 41 '� 49 0 S� PASS st 0 Drip Lis .�' _W n 0 Ytowriaed ia-0reuoa 30 0 other X / 3 7 s / 45 Aes3tade 46 0 Aerobic Treatment Usk 49 ❑ V. Area Intoematioa PercoWlon Rue System i3lavation Pimi Grade D ispersal Dodpt Pbw (00 Ara Ans. so FL) ( / 8tevatioa ReVired proposed boa Son1 tf 53 ,7� �Z) RS�oo is ToW Numbs � Prefab Site Sseel Fiber Plastic ' VL'1`=k Into C Comm C0° 0d Ohs 1001100 of Tanks . New t�siedas leptia.rBoWe6'hat - ZVO s� S Dwwoo" F L E Z.- d? aaum+e rapoodbft tar idtlWt im of the POWU dwro, as as sftdwd Number VII. S'tfterrtarR.e MPIli�R3 Number pbmiber'e Name (PdoU own Pbmbws Address MIDI cis►. Ste s. zip Code) ) n x - � vIIi. Use Pee Sanitary P r Dad issued t: (No Sum") Permit Fee or0noawaoe AWw"d 0 DWffm" d 6yrohuse Pee) 6D — 0 owner oive Lddel Adverse -2- 2, N IZ. Caaditi0er of Appeoa for DiaPW'°�al vvw AWnt aeeesiMe ph'- $a dw Caaaq ••41 sR d a e)ehm sort Mt hee •fA ! u heMe Y sine sBD -6398 (R. 05 /01) O z 17 VI t l z j _ b O ao 7L CN E "!b M � Q C �1 4 OCI � Ll l-1 .. z La _.. .. h O O 1 Az r' Q N W v N o 1394 Wisconsin Department Of Commerce SOIL EVALUATION REPORT Pape 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. SON & Site Evaluations County Attach complete site plan on paper not *Asir 8'% x 11 inches-in size. Plan must St. Crob( include, but not limited to: vertical a nO horizontal reference pant (BM), direction and percent slope, scale or dimemsi north arrow, and location and distance to nearest road. Pere I.D. �X; 040- 1039- 60 -000, ID#9.28.19.132 Please � lint all In. - By Date Personal mimmebw yw pro m4 be used` socorldwy x. .15.04 ( 1) (m)). Property Owner q Property Location Miller, Sam`` �' \� Gov Lot _ NE 1/4 NW 1/4 S 9 T 28 NR 19 W Property Owner's Mailing Address 1 Lot # Block # — jSubd. Name or CSM# P.O. Box 151 }N 16 I _ Plat Of Miller's Orchard City State�Zip, NN'' f`` J City _j vlfage Town Nearest Road Hudson WI 540 ��1 -2769 Troy I Bauer Road IM New Construction Use: s/ Residential / Number of bedroom 4 Code derived design flow rate 600 GPD I Replacernent I Public or camrnercial - Describe: _ Parent material Glacial outwash _ Flood plain elevation, if applicable na General continents and recorivroxiations: Recommend installing 2 trenches at 3' x 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 94.00'. a Boring # Boring e Pit Ground Surface elev. 98.78 _ ft. Depth to limiting factor >126" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/r 'Eff#1 *E 11#2 1 0 -13 10tr2 11 none sl 2fs mvfr cs 2f 0.5 0.9 2 13 -31 1Oyr3/3 none sN 2fsbk mfr aw 1f 0.5 0.8 3 31 -39 7.5yr4/6 none Is Imsbk mvfr gw - 0.7 1.2 4 39-66 10yr6/4 none s Osg ml gs - 0.7 1.2 5 66 -125 1Oyr5 /4 none s Osg ml - - 0.7 1.2 5�•3(./q ?. t. a Boring # _j Boring le Pit Ground Surface elev. 99.13 ft. Depth to limiting factor > 124" in. Sal Appliicatim Rae Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW 'Eff#1 "E 1 0 -12 1Oyr3 /2 none sl 2fsbk mvf cs 2f 0.5 0.9 2 12 -20 1 Oyr3 /3 none sl 2fsbk mfr aw 1 f 0.5 0.9 3 20 -32 10yr416 none Is 1 msbk mvfr gw - 0.7 1.2 4 32 -74 1Oyr6/4 none s Osg ml gs - 0.7 1.2 5 74 -124 1Oyr5 14 none s Osg ml - - 0.7 1.2 " Effhuent #1= BOD ? 30 < 220 mg/L and TSS >30 150 mgA- ' E = BOD < 30 rmg/L and TSS <,.,30 mg/L CST Name (Please Print) Signatu CST Number James K. Thompson O s-- 3602 Address AC.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake lane, Osceola, WI 64020 4/23/01 715 - 248 -7767 130 p o Miller, Sam parcel ID # 040 1039 -60 -000, ID #9.28.19.132 Page 2 of 3 3] Ong # Boring sm Pit Ground Surface elev. 97.8 ft. Depth to Limiting factor > 123" in. Sal Application Rate Horizon Depth Dominant Coto Redox Description Texture Structure Consistence Boundary Roofs : *Eff#1 *Eff#2 1 0 -10 1Oyr3/2 none sl 2fsbk mvfr Cs 2f 0.5 0.9 2 10 -20 1 Oyr3/3 none sl 2fsbk mfr aw 1 f 0.5 0.9 3 20 -32 1 Oyr4/6 none Is 1 msbk mvfr gw - 0.7 1.2 4 32 -78 1Oyr6 /4 none s Osg ml gs - 0.7 1.2 5 78 -123 1Oyr5 /4 non s Osg ml - - 0.7 1.2 F 4 ] Boring # J Boring { Pit Ground Surface elev. 94.03 ft. Depth to limiting factor >121" in. Sou Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfiV *Eff#1 *Eff#2 1 0 -12 1Otr2 /1 none sl 2fsb mvfr Cs 2f 0.5 0.9 2 12 - 20 1 Oyr3 /3 none so 2fsbk mfr aw 1 f 0.5 0.8 3 20 - 7.5yr4 /6 none Is 1 ms mvfr gw - 0.7 1.2 4 3640 7.5yr4 /6 none Ifs Om mfi aw - 0.4 0.6 5 40-83 1Oyr6/4 none s Osg ml gw - 0.7 1.2 6 83 -121 1Oyr5 /4 none s Osg ml - - 0.7 1.2 Fs-I B orin Boring # Pk Ground Surface elev. 95.19 ft. Depth to limiting factor > 126" in. Sol A Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMF *Eff#1 *EfW2 1 0 -11 1Oyr3/3 none sl 2fsbk mvfr as 2f 0.5 0.9 2 11 -19 7.5yr4/6 none Is 1msbk mvfr Cs if 0.7 1.2 3 19 -56 1Oyr6 /4 none s Osg ml gs - 0.7 1.2 4 56 -126 1Oyr5 /4 none s Osg m l - - 0.7 1.2 ' Effluent #1= BOD y � 30 < 220 mgll. and TSS >30 < 150 mg& * Effluent #2 = BOD <30 mg& and TSS <, V rrgll.. The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or treed material in an alternate formal. please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. r 1 ■ \ O c m � o ' y p ■ b PIZ N �oo,v'eo»foC-t� P��„w.r S ° S �c�e ■ q90 ■ Op �e la ee e �4�e 9Go ' A Qslo' � z �y Bi S i 76 ' o0 0 0o r�o 00 0o r�� o0 00 OD oo OD o0 DD o DD Oo �� OO OO D OD DD OO C 7J � DQ � Chamber Height OD DD OO OD �� O � OO OD OO OD �� oC7 DD o0 �� ot� OD oo OD !�� DO OO DO � �� t�D DO OD 0 00 All three Biagi sizes can withstand H- 10.kMds *M installed with prq*rly`gt'aded Chamber and computed ted saps. A mini- Height mum of 12' of ever is it or H -10 loads. The r u ed f eq End View 1 c}` High Capacity BioDiffueer is designed for H•20 Toads. A minimum of 18" of cover is 34" regW eti fpr•Hn20 ds. 4" Knockout Universal End Cap Chamber 14 High 16 High Avagable Sizes Dimensions Standard Capacity Capacity Length 76" 76" 76" Width 34 34" 34" Height 11" 14" 16" Invert 6.5 9 11.3 10 c t �r 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 D S Number of Bedrooms Design Flow - Peak (gpd) tTD Estimated Flow - Average (gpd) Septic Tank Capacity (gal) 2 �� Soil Absorption Component Size (W) z Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) 31 Z 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 se and outlet filter shall be assessed at least once every 3 years by inspection. ThE6utlet fi shall be cleaned as necessary to ensure pro er o on. The filter cartridge should not be removed u ss provisions are ma retain solids in the tank that may slough off the filter when removed from its enclosure. If the 1 r •' 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 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FiORM Owner/Buyer 19 1 Mailing Address o Property Address 3 v AS /t 2 �4 (Verifoation required from Planning Department for new construction) v 0 So 9 U,)/ Parcel Identification Number � � o -/ z8y -(o D LEGAL DESCRIPTION Property Location '/4, Sec. . T N -R��, Town of �� � • Smbdivision T �4 E n tz C Lot # Cerdfied Survey Map # 1- L N 3 4 , Volume . Page # Warranty Deed # �' Z 7" , Volume -� . Page # 3 Z Spec house qt yes 0 no Lot lines identifiable yes O no i SYSTEM MAiNTF.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 master plumber, journeyman plumber, restricted plumber or a licensed pumper 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. I/we, 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 St. Croix County Zoning Office within 30 days of the three ear exp tion date. &6* ATUkA Of APPLICANT DATE rD'V�NER CERTIFICATION '4y I jwe) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the prop6ny.described abov , by virtue of a warranty deed recorded in Register of Deeds Office. 'WGR ATURE OF ' PLICANT 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 ' ,P STATE BAR OF WISCONSIN FORM 7 - 1998 632796 I TRUSTEE DEED KATHLEEN H. WALSH Doc~Nuetaar VOL 1555PAG ST. CROIXOCO., WI DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIVED FOR RE= 11-01 -2000 11130 to TRUSTEES 110 as Trust* of EAVT R DANIEL S. SOLBERG AN KARLA J. SOLBERG REVOCABLE CERT COW' FEES TRUST APRIL 26, - COPT FEE: TRARSFER FEE; 211110.30 RECORDING FEES 10.00 for a val le consideration conve without warrant to P116ES: 1 E. MILLER, A SINGLE PERSON y ReColdng Area G rantee, - ._......_ .. _,...... ... the following described real @state In ST . County, ;Name and Rstun Adtt u Stu* of Wisco SAM MILLER PART OF;THE NWIK OF THE NWSg AND THE SWk OF THE NWT P.O. BOX 151 AND THE '.� HUDSON, WI 54016 � OF THE j% AND THE HWI4 OF THE NEI& AND THE N* OF THE ! SWk OF SECTIO 9• TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN 1 OF TROY, ST. CROIX COUNTY, WISCONSIN AND MORE PARTICULARLY - ::_ :- .. :. -- I, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF 040 - 1038 -60 040 -1039- 60-000 ' SAID SECTION 9, THENCE SOO'50 "E ALONG THE WEST LINE OF 040 - 1039- 70 - nnn SAIDNOIx 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID ft osl aenaacstim NtrroK ICI SECTION 9; THENCE &00'45 11 E ALONG THE WEST LINE SWk OF SAID SECTION 9 150.31 FEET: THENCE S56'24 11 E 70.00 FEET: THENCE N59'15 "E 850.85 FEET ;? THENCE ON AN ARC OF A CURVE TO THE RIGHT 102.10 FEET AND WHOSE RADIUS IS 403.00 FEET AND 0. CHORD BEARS N07 "W 101.78 'FEET; THENCE N00 "E 569.05 FEET; THENCE S88'45'38 "W 250.00 FEET; THENCE N00'50'54 "W 350.92FEET; THENCE S88 ° 57'07 "W 512.29 FEET; THENCE N00'50'54" 100.00 FEET; THENCE N88'57'07 "E 250.31 FEET; THENCE NO3 ° 10 1 51 "E 202.31 FEET; THENCE N: °1'19 "W 95.25 FEET; THENCE NO2'24'54 "E 136.96 FEET; THENCE 587'34 "E 198.63 FEET; THENCE SO1'54 "W 149.41 FEET; THENCE N89 "E 148.76 FEET; THENCE S2 256.95 FEET; THENCE N88'57'07 0 &E 1065.55 FEET; THENCE N89 0 12'30 "E 325.61 FEET; THENCE S00 ° 47'30 "E 10.00 FEET; THENCE N89 ° 12'30 "E 554.46 FEET; THENCE NO1'23'32 "E 587.22 FEET; THENCE N55 "E 651.90 FEET; THENCE N38'09'35 "W 413.25 FEET; THENCE S89'31'02 "W 142.03 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION ° t tr ECTIO 9; THENCE S89 12 35 ALONG G THE NORTH LINE OF THE NWh OF SAID SECTION 9, 2666:45 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINS 96.52 ACRES AND IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. .I Dated this da or O C T OB E R 2000 Liz I 'l E'4 �L) I (SEAL) ER , DANIEL S. SOLB 1 KARLA J. SOLBERG how T rustee AUTHENTICATION ACKNOWLEDGMENT ' Signaum(,4 State of Wisconsin, ss. Count . P! Dy tame before me Ws day of authenticated this day of Lam] the above named TITLE: MEMBER STATE BAR OF WISCONSIN V to (If not, me known to be the person L who executed the foregoing authorized by 5706.06. Wis. State.) I trument and acknowledge the e THIS INSTRUMENT WAS DRAFTED BY L ota►Y rwau H EYWOOD& CARI, S C 204 LOctisT cTRFFT _ S" J WISConon HUDSON, WI 5 4016 Notary Public. State of Wisconsin I My commission Is permanent. (if n t, state exPlntion date: (Signatures may be authenticated or acknowledged. Both are not f,Z� ) necessary) ' N40- of person •tiro In •nr c•P" ,nut M typed or WWAW bm. thw sWwwm TRUSTRE'S 0990 STATE R .F W WISCONSIN W IW4 n Lpa owk Co. vc I MkV*k*ft, we I i I I I I jE%PC�S' M FOUND 3* ONUMENT I ORTH M 1/4 N,P I NORTH LINE NE 1/4 SECTION 9 I CORNER SECTION 9 I 1 142.03' NORTH LINE NW 1/4 SECTION 9 2666.45' S89'12'35 "W S89'31'02 "W 430.26' _ -- 485.46' -- rr �� s 9 1.0721 � - - �, \ �► LoT Zo � w \ 141 S Ft. 1 122403 Sq. Ft. 3.2 3.24 Ac. . �, 1 2.81 Ac. / N.B. 2.61 AC. N.B. 2.71 AC./ ! N.B. 113810 sq. ft. 1 �, N.B. 11810. ft. i3.34' 9.1 _ 3�3 E _ / JOINT DRIVEWAY a a>s.�r / w z s+u�s•xr � 66' EA 3.t s' '/ E n� Te % x,_3 W 3. / / S 6 4 4' // `LOT 19'/' I � '0'25' / - LOTS 8- 238119 Sq. Ft. . 1393.20 A 489 S q. Ft � 5.47 Ac. \ ` I h ,oA \ N.B. 1.75 AC. TEMPORARY CUL -DE -SAC r/ > �" N.B. 76420 sq. ft. \ L V� EASEMENT (REMOVE UPON o^ s \ [j �J NOR THERLY\EXTENSION OF �c, n �� ROAD) / ,5 �b N.B. Act / �� \ ?o. \HWE = 908.09 �I N.B. 104219 sq. ft. A1" S. A 3��• w.� 'r, LOT 17 e L. TTY, A t 115586 Sq. Ft. t \ 2.65 c. IY Jg�' 014 LEI \1 6 1 N.B. 11 1.23 AC. 4 .DRAINAGE 1 O 1 N.B. 53 f89 sq. it 1 N —I a I 51 1 —_ Q o DETAIL A 2 1 1g 7.28' N 87'03'12" E O� i a• �; , 3t NOT TO SCALE L O T 16 — — - 9 , f .1 111953 Sq. F l 10.00' n 2.57 A ., w N t . -- -- 1 I I N.B. �09 A I -°• M u3 I ' 'JOINT '�. N.B. 47 87 5 . 1t. N Ih I ' I 515.7 ' I N HIGHWAY SETBACK No s.sa' + / 8 I I MIN. FILL 8 S 79b 34 " IA I ELEVATION - Z AS PER WISCONSIN ADMINISTRATIVE CODE TRANS 233 NO IMPROVEMENTS OR = E q, ft. STRUCTURES ARE ALLOWED BETWEEN THE RIGHT -OF -WAY AND THE SETBACK kC. I 1 MIN. OFNISHED N LINE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO SIGNS, PARKING LOTS, i 4 �. N N W FLOOR ORAINA • ^ PARALLEL DRIVEWAYS. WELLS, SEPTIC SYSTEMS, DRAINAGE FACILITIES, ETC.. IT D sq.. ft. 910.00' % OO BEING EXPRESSLY INTENDED THAT THESE RESTRICTIONS SHALL CONSTITUTE A LOT 1 ;� LO RESTRICTION FOR THE BENEFIT OF THE PUBLIC ACCORDING TO SEC. 236.293, N WISCONSIN STATUTES AND SHALL BE ENFORCEABLE BY THE DEPARTMENT OF I = n TRANSPORTATION. CONTACT THE WISCONSIN DEPARTMENT OF TRANSPORTATION d 137900 Sq. Ft. / / DISTRICT OFFICE FOR INFORMATION. THE PHONE NUMBER MAYBE OBTAINED BY 3.17 AC. // // , CONTACTING YOUR COUNTY HIGHWAY DEPARTMENT. +E£ DETAIL A I I / I N.B. 1.01 AC. N.B. 43901 sq. 1t. 493.90' N 89'12'30 E 6 X56' ------------ --- r 750"E 7 55 CO UN T Y HIGHWAY FF - - - - - - -- -- 300'47'30 "E I I DRAFTED BY: JASON PALIKNER �, SHEET 1 OF 3