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HomeMy WebLinkAbout038-1198-60-000 F - 1„Nisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430584 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: New Horizon Homes Inc. I Star Prairie Township 038 - 1198 -60 -000 CST BM Ele Inp. B sM - Elev.: BM Description: Section/Town/Range /Map No: : +� • O 00 . p C Si r&' 2 13.31.18.1050 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM 1 E _. ---- Aeration �j' Bldg. Sewer �•. !v �„_ `O t Holding St/Ht Inlet 'T / TANK SETBACK INFORMATION SU o t 9 / �•� •oo TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic f Dt Bottom ' 50 A 11 11, Dosing Header /Man. Aeration Dist. Pipe d Holding , Bot. System s• f b Final Grade r� / PUMP /SIPHON INFORMATION .- 6� 4jol. 4 Manufacturer Demand St cover / � Mr f O'�•' I Model Number to [ Z d •-- a r TDH Lift Fri ti oss System Head TDH Ft Forcemain Len Dist. to W O X10 SOIL ABSORPTION SYSTEM ZZ =V I l BEDITRENCH Width Length 1 No. TrQpches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS (a.. � Z SETBACK SYSTEM TO �V TJ P/L BLDG IWELL LAKE /STREA LEACHIN Ma cture Type Of System: / INFORMATION CHAMBER 911 1 11� I C�Fu,S 3 Model Number: •D t 7 t0 "�C' STRIBUTION SY TEM �'b �,, P/L reader/ . Distribution a Hole Size x Hole Spacing Vent to Air Intake Pipe r Leng Dia LDi a Spacin 7 S SOI OVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Bed/Trench Depth Over Center 1 Depth Over xx xx Depth of xx Seeded /Sodded Mulched Bed/Trench Edges To D psoil Yes No Yes No COM (Incl de de discrepencies, persons present, etc.) Inspection #1:�C !� Inspection #2 / / Location: (( 1347 216th Avenue New ichmond, WI 54017 (SE 1/4 NW 1/4 13 T31 Pine Acres Lot P No: 13.31.18.1050 GW 1.) Alt BM Description Te� 4� �> �"""- 2.) Bldg sewer length =Z yu,VN,tT(, K vO s t. 4 ,-Z , amo t of cover" + Plan revision Required? I_s] Yes 5( No Use other side for additional information. I1 � Inse pctor's Signature Cert. No. SBD -6710 (R.3/97) f Safety and Buildings Division +' 201 W. Washington Ave., P.O. Box 7082 17, ( ' Madison, Wl 53707 - 7082 Sanitary Permit Number to be filled in by Co.) x e o s�O�s,� (608) 261 -6546 `f ?j O 5 De artment of Commerce stale Plan Ln. Number Sanitary Permit Application In accord with Comm 83.2 1. Wis. Adm. Code, personal information you provide may be used for secondary purposes privacy Law, sl5.44(1)(m) Project Address (if different than mailing address) I. Application Information - Please Print It Information Parcel # Lot # Block # Property Owner's Name Property Location Property Owner's Mailing Address Section City, State Zip Code Phone Number rrcl one) E r W II. Type of Building (check all that apply) 5_ '^�"i 2 Subdivi i n Name CSM Number r 2 Family Dwelling - Number of Bedrooms , ❑ PubliclCommercial - Describe Use t � ❑City ❑village wnsbip of� C1 State Owned - Describe Use III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. w System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. Permit Renewal ❑ Permit Revision C3 Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner t IV. Tym of POWTS System: Check all that a 1 2 3 s n - Pressurized in- Ground ❑ Mound >_ 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade I ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized in-G ound ❑ Holding Tank ❑ Peat Filter [I ❑ Gravel -less Pipe Treatment Unit ❑ R Sand Filter ❑ IA .S o -4 Recirculating Synthetic Media Filter bing Chamber ❑Drip Line Pe [I Other (explain) V. Dis ersalll'reatment Area I ormation: Concrete Constructed Glass s rem Elevation Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) D rsw Ar Proposed (sfj ys 3 46 VL Tank Info Capacity in Total Number Manufacturer Prefab Site Stce Fiber Plastic Gallons Gallons of Units New Existing Tanks Tanks Septic or Holding TV* Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- 1, the undersign ume responsibility for installation of the POWTS shown on the attached plans. Pi s Name (Print) Plumber' r MP/MPRS NuJtber Business Phone Number Z lit z Plumber's Aadress (Street, City, State, Zip e) ? 2 VIII. Coun /D evartment Use Onl l /✓•1//1 Approved C3 Disapproved Sanitary Permit Fee (includes Groundwater Date Issued lss ing ent Signature o Stamps) Surcharge Fee) O ❑ Owner Given Reason for Denial IX. Conditions of ApprovaMeasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances as (to the County only) for the system on paper not less than 81f2 z 11 lruhes la size Attack coat plans SBD -6398 (R. 08/02) LOT PLAN PROJECT New Horizon Homes ADDRESS 1475 Hiohwav 65 New Richmond Wi 54017 1/4 NW 1/4S 13 /T 18 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 11/30/03 BEDROOM 3 CONVENTIONAL )= IN -G O D PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND _ SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambers 22 BENCHMARK V.R.P. Top of 2" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL •H. R. P Same as Benchmark SYSTEM ELEVATION 95.3/95.0 5' below grade 216th Ave Vent >6" Standard Biodiffuser Plans Designed Using of Cover Leaching Chamber Conventional Powts with 31.1 ft2 of Area Manual Version 2.0 6' Long 11" 49t Grade at System Elevation Pro 3 Bedroom House 30' T N 45' C 0PV 2 B - 3 . 301Q S Ap" v� 30 Vents 2' 2 -3' X 69' Cells wi ' B.M. Alt. 5 B-1 � b s .M.* 10' 60' B� Vents 260' rt Line d�, LOT PLAN PROJECT New Horizon Homes ADDRESS 1475 Hiahwav 65 New Richmond Wi 54017 Ll 1/4 NW 1/4S 13 /T N 18 W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 11/30/03 BEDROOM 3 CONVENTIONAL )00( IN -G O D PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 684 # of chambers 22 IL BENCHMARK V.R.P. Top of 2" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 95.3/95.0 5' below qrade 216th Ave Vent ALo Standard Biodiffuser Plans Designed Using Leaching Chamber Conventional Powts with 3 1. 1 ft2 of Area Manual Version 2.0 1 " 34 Grade at System Elevation Pro 3 Bedroom House a 30' a 0 T 45' B = 4 2 B-3 6 S l5,!`� -� � COO 30' Vents 2' 2-3'X 69' Cells wi' 30' ,,a. ` c e� ay B.M. Alt. 10, B_525 B-1 " �u�$�� s s,�� -�-S ,M, Vents 60' 260' erty Line Wi sconsin Department ofCommerce 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 8 112 x 11 inches in size. Plan must County�� / include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I. . percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. �ewed by _ Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location �J Govt. Lot 1/ 4 T 3 j N E (o W Property Owner's Mailihd Address Lot # Block # I S Name or CSM# L t City tate ZjpLWe Phone Number City ❑ Village Town Nearest Road ;9-,New Construction Use. Residential / Number of bedrooms Code derived design flow rate J GPD ❑ Replacement ❑ Public or mmeraal - Describe: Parent material Flood Plain elevation if applicable General rnm n data � !`J �✓ •1 ��(�, p C/�i// and recommendations: / �-'C/ �V F O �✓ Boring # 10 Bonn9 't [I Pit Ground surface ele � R. 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 •Eff#2 © -3�v J� 1 1 z a Boiling # Boring ❑ C1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil 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 - Eff #2 Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 �/�'-- D 3 715- 246 -4516 Property Owner Parcel ID # Page of F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appli ption 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 F-1 Boring # E) Boring ❑ Pit Ground surface eiev. ft. Depth to limiting factor in. Soil 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 •Eff#2 Boring ❑ 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 I 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. SBD -6330 (R.6100) e • Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Attach complete site plan on paper not less than 8' /z x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and — percent slope, scale or dimensions, north arrow, and- loca1i'6 anti distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Please print all information. Pendm Personal information you provide may be used for secondary purer ivacy Law, s. N.04 (1) (m)). Reviewed B y Date LL erty Owner Pr�perty Location & Hills Develo ment Go . Lot 114 NW 114,s 13 T 31 N,R 18�_ ., Block # Subd . Name or CSM# erly Owners Mailing Addre - 1 - Pine Acres State Zip Code Pt"+ s u 1¢�r : Ci Village ,Town Nearest Road - &Cd' X , 134 TH. St. ❑ New Construction Use: ❑ Residential I Wfter of bedrooms 3 ❑Addition to existing building - ❑ Replacement ❑ Public or commercial describe Code Derived daily flow 450 gpd Recommended design loading rate .7 bed, gpolfF .8 trench, gpdfftz Absorption area required 643 bed, ft 562 trench, fF Maximum design loading rate .7 bed, gpd/f? .8 tr ench, gpdfftz Recommended infiltration surface elevations) 95.7 ft (as referred to site plan benchmark) Additional design / site considerations Parent material- - - - - -- Flood plain elevation, if applicable -- - -- ft F U S= Suitable for system Conventional Mound In Ground Pressure AT - Grade System in Fill Holding Tank = Unsuitable for system ® S ❑ U ❑ S ❑ U S ❑ U ®5 ❑ U [I S ®U E] S ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ Horizon Texture Consistenc Boundary Roots Borin 9# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -12 10Y /3 ------------ - - - - -- 1 lmsb mvfr as if .4 ! .5 2 12 -25 10YR 4/3 ------------ - - - - -- 1 lms mvfr gw lvf .4 .5 Ground 3 25 - 46 10YR4 /6 ------------ - - - - -- cl lmsbk mfr as - - -- .2 .3 elev - -- - - -- 100.3 ft 4 46 -67 7.6YR4/6 ---- - - - - -- -- - - - - -- Cs os g ml gw - - -- 7 .8 5 67 -99 1OYR5 /6 ------------------ s osg ml -- -- 7 8 - - -- Depth to -- — - - - - -- - - - -- - - limiting factor z >99t p Remarks: 2 1 0 -10 10YR3 /3 --------- - - - - -- 1 lmsbk mvfr as if .4 .5 - 2 10 -19 10YR4 /4 ------------ - - - - -- 1 lmsbk mvfr gw lvf .4 .5 Ground 3 19 -38 10YR4 /6 - - - - -- cl lmsbk mfr as - - -- 2 3 elev - - -- -- 99.7 ft. 4 38 -54 7.5YR4/4 ------------ - - - - -- cs osg ml cw - - -- 7 8 5 54 -89 10YR5/6 ------------ - - - - -- osg ml - - -- - - -- .7 .8 Depth to - - - -- - -- limiting "51 ' factor 5 1 >89 Remarks: ° - CST Name (Please Print) nature: Telephone No. Jacq Hawkins _ 1 /7Z - � y y 0 Address 44 0 / Date CST Number Ref # dv, �'.S 4/12/00 8 L 428 I ' PROPERTY OWNER: Lakes & Hills Development _ S OIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D.# Pending Horizon Depth Dominant Color Mottles Structure GPDIftl in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Listence Boundary Roots Bed Trench 3 1 0 -11 10YR3 /3 ------------ - - - - -- I lmsb mvfr as if .4 .5 2 11 - 19 10YR4 /3 --------- - - - - -- i lmsbk mvfr gw lvf .4 .5 Ground ____ ____________ cl lmsbk mfr as - - -- .2 .3 elev 3 19 -39 1 0YR4 /4 100.3 4 39 -60 7.5YR ------------ - - - - -- cs osg ml gw - - -- .7 .8 Depth to 5 60 -97 10YR4/6 ----------- - - - - -- cs osg ml - - -- - - -- 7 8 limiting -- ----- - - - - -- factor - - et Remarks: 4 1 0 -11 1 0YR3 /3 ----- ------- - - - - -- 1 Im sbk mvfr as if 4 .5 2 11 -19 l OYR4 /3 ------------ - - - - -- 1 1 m mvfr gw 1 of .4 .5 Ground elev 3 19 -38 10YR4 /4 — - -- -------- _ -- cl lms - mfr _ as - - -- .2 •3 99.7 ft. 4 38 -56 7.5YR4/4 ------------ - - - - -- cs osg ml cw - - -- .7 .8 Depth to 5 56 -89 10YR5 /6 ----------- - - - - -- cs osg ml - - -- - - -- 7 8 limiting -- - - - - -- -- --- - - - - -- —- -- - - - -- factor >8911 - Remarks: _-- - - -_ -� —_ - - — -- 5 1 0 -10 10 /3 ------------ - - - - -- 1 lmsbk mvfr as lv .4 .5 2 10 -21 10YR4 /3 --------- - - - - -- 1 lm mvfr gw lvf .4 .5 - - -- - - - -- - - - - - -- - — Ground __ ci Im mfr as 3 21 -36 10Y R4 /4 ---- 2 3 - L 9 - 7 - ft- 4 36 -60 7. -- ---------- - - - - - - cs osg ml cw - - -- 7 8 Depth to 5 60 -91 10Y /6 - ----------- - - - - -- cs osg m1 - --- - - -- 7 8 limiting — - - - - -- - - - - -- - -- factor > 9111 — Remarks: - -_ - - - - - -- Ground elev _ ft. Depth to limiting —- -- - — factor Remarks: _ _ _ r AJ'• � r \ �� � V _1 � A cDj pi 0 `I c C-1 A r-A a h� c s 0 0 a c � � w Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Eff luent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. If system fails, determine cause of failure, use alternate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715- 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715 - 246 -5148 Shaun Bird #226900 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT" ANA OWNERSHIP CERTIFICATION FORM i owner/Buyer Mailing Address Property Address xq (Verification required from Planning Department for new construction) City /State Parcel Identification Number 6 37 — ) ` 6 O _ �' � LEGAL DESCRIPTION 1/ \d 1/4 Sec. . T l N -R 1 W, Town of Property Location , 1�___ Subdivision / c' �_ Lot # Certified Survey Map # , Volume Page # Warranty Deed 0 2 `� 3 , Volume 2 g Spec house Xyes ❑ no Lot lines identifiable-Ayes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping but 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 masterplumber, journeyman plumber, restrictedplumber 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. 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 year expiration date. OF ANT 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 owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. �'�- � 1 �-[ I l v 3_ GNATURI; OF APPLiC�d 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 p0 -g pb 119 iv cV D # N Z T O V (Y— to Y O Q - — — O to N �G A 0/9 if ) Lp p r h 1, a) 4 qlm Mem bEM v a3d� K o \ n 0',5 z 0 0 108 I, -! I z y ✓ j W ILI o w u)� j I aO3 - -- W n _ PE VAULT PITCH P CH n w I K g I f 9 0/9 clt 'el nilo - iE �g 1J N `o S— id 634Sf1Jl n O /d n0 ,br+ n 0 -,b I �� Q a 4 pn w 1 �, m N V � m w o Q n9 3 ' LxurnJ 'v � — — — m dol osoz MCI 118 F\ ______ -- n b ci I \\ I � d - - - - -- . p: dYl9 EZS 11 090E H0 pil' pz.19-d1 a b -,Z n b-,b IND11IN14 11 9-,91 pb -,OL 11 0• p0-,bE r J 2263P 051 Iii -4350 STATE BAR OF WISCONSIN FORM 2 - 1999 XATHLEEH H. WALSH REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO., VI RECEIVED FOR RECORD This Deed, made between Lake and Hills, Inc., a Minnesota Corporation 06/04/2003 08:30AN WARRANTY DEED EXEMPT # Grantor, and New Horizon Homes, Inc., REC FEE: 11.00 TRANS FEE: 258.60 COPY FEE: CC FEE: PAGES: AGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area Lot 32, 51 an &55 lat o Pine Acres in the Town of Star Prairie, St. Croix Name and Return Address County, Wisconsin. 038- 11% -30 -000,038- 1198 -20- 000,038- 1198- 60-000 Parcel Identification Number (PIN) This is not homestead property. lj) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this v�d ay of May , 2003 Lakes and Hills Inc a Minnesota Corporation ' • Richard Nelson s , AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) T, , �rr,, f ( ) ss. � --- � "� - ► � \"JI� County ) authenticated this day of Notary Public a te of Wisconsin Personally came before me this day of May 1 2003 the above named Lakes and Hills, Inc., a Minnesota Corporation by Richard s Nelson, President TITLE: MEMBER STATE BAR OF WISCONSIN (If not, a known to th person(s) who ted the foregoing authorized by § 706.06, Wis. Stats.) a tl d d t ame. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Notary Pub W, Slate of Wisconsin Hudson, WI 54016 My Commission is-permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) + Names of persons signing in any capacity must be typed or printed below their signature. IMOrmaaon P rofessionals company, Fond du tec, W STATE BAR OF WISCONSIN 800-655 -2021 WARRANTY DEED FORM No. 2 - 1999 236,2 Surveyor ^4Y. 2000 • . SECTION 13, T.31 N., R 18 W. SCALE: 1" = 2000' f� 1 : it - MATCH LINE — SEE SHEET 2 OF 4 - - C43 — --------- - - C77 C7 5 _`_` 0w p 54 67,766 sq. ft. y h 55 v/ / 1.56 acres 65,437 sq.ft. r/ / Ns 1.502 acres 'h X "E I c-) l w y ry 27 5.29• � l 3 56 10 ,E 0 7 sq. ft. ry 65,530 sq. ft. acres �� •�' 1.504 acres 3 11 . • br irn g '� 2 2" iron pipe found — �(a g 2" iron pipe found 27' 363.61• �� _ South line of NW 1/4 66' of Sec. 13, T31N, R18W xl PREPARED BY. 13 _14 4 1� v-4I SURVEYOR: 1AM Si SHALL MAINTAIN Todd M. Hendershott RIGHT —OF —WAY) Metro Land Surveying do Engineering ration fees. 332 County Road 'D Little Canada, MN 55117 Sheet 1 of