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HomeMy WebLinkAbout026-1038-40-300 Wisconsin Department of Commerce SYSTE PRIVATE SEWAGE SYS Safety, and Buildings Division Count rOIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanita o.: Personal information you provice may be used for secondary purposes [Privacy Law, x(15.04 (1)(m)]. Per DI&MI6 "It hwas ❑ Cit ❑ VR4ehffidFKtiFbwnSh1 p State Plan ID No.: CST BM Elev. Insp. BM Elev.: BM Description: Parcel 02"038-40- 4� 14 1 /6 d TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic W Benchmark A B Dosl ng , / lQ Aeration Bldg. Sewer 3,( 2, Holding M/ Ht Inlet �/ U o - 4 TANK SETBACK INFORMATION t Ht Outlet TANK TO P/ L WELL BLDG. Air I ntake ROAD Air Septic '> i ) ? � NA Dos' NA Header / Man. Aeration A Dist. Pipe M _f ?d. 3L '�z " �' 3 Holdil g Bot. System x PUMP/ SIPHON INFORMATION Final Grade VIM acturer and x Model Number G TDH L' Friction S stem TDH Ft Forcemain Length Dia. `' Dist.Towell SOIL ABSORPTION SYSTEM 3 BED / T E H Width Len th No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMEN 3 Z DIMENSION SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM L CHING Manuf ct per: INFORMATION Type O f (CHAMBEEP Mo el Number: System: � r 75' > 16 0 1 DISTRIBUTION SYSTEM Header/Manifold ! Distribution P / f x Hole Size x Hole Spacing Vent To Air Intake Length � Dia. _ Length Z 5 Dia. 44— 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 E] Yes ❑ No ❑ Yes E] No COMMENTS: (I//ncclu3de code discrepancies, persons present, etc.) Inspection #1: e d0/ 0 /Inspection #2: Location: 3 140th Street New Richmond, WI 54017 (SW 1/4 SW 1/4 12 T30N R18W) - 123018177D -Lot 3 � � n � S�y�i� �t %gd�er ►�� 1. ) Alt BM Description 2.) Bldg sewer length = 38 ' ejcrareO ki tags :w S'(411t� 3 �- �Z - amount of cover = wJjl �o�� >��,- �,/ �/ f_ .� ivQ( rr�L° 0 r UeL��b•. '"J4 /`r.S l -end �h• l �dt.arywd . r � e*� God G ,,,,� Use other side for additional inform Pla� revision required. ❑Yes � No bzl s ion. SBD -6710 (R.3/97) Da a Inspector's i nature Cert No. ADDITIONAL COMMENTS AND SKETCH f SANITARY PERMIT NUMBER: g � i 4 .4 A p � r ee. E ; 3 . . E ,M .., ................ Yom— „...,„..„ .,.a..e, e .„. _..._. L —, .... .... �..._ ....., „w .. .... —f _, a t i � .; i i Ff E ... t } E 5 i 9 S - 41 g � E i i W .w I ] ] d € i Lit ----- e a t t € { ( 1 t e a .. . _ -64-4- --- - ------ t { I - ' ,.., ..... , .,.., t a 4 1- 4- 1- 1 1-2-1-1- 1 ,_. a s — _ 1 , -1 Al g H � a ,e ms -. ..._.�w .;.�.�[ ,�A�r— � �� .� � � �_.�.._��. ? .� � t�.m..:� ��.�. �.,....�.. ���..�.- �a�....� _�. € m �._ °. a - 4 w: tFf - N € 3 g e € S f V 3 4-- 4 m. 2 #} t t ! £ k E ..�A . I - Sanitary Permit Application Safety do l3nildings Division ` In accord with Conan 8311, Wis. Adm. Code 201 W. Washington Ave. � f Sec reverse side for instructions for completing this application PO Box 7302 oapdrtn►ettt:ot•Pt otiinierezta Personal information you provide may be used for secondary purposes Madison. WI 53707- 7102 [Prier Law, s. 15.04(1)(m)) (Submit completed form to county if not Atta co lets fans AA the croon co on for the on not less than 8 -t/2 x I I inches in size. state awned State S Peanut okcic tfmWsron to pravious application State Plan 1. D. Number I. A 0 IIcatfon Information - Please Print all Information Property owner Name Location: Property Location Owners 4 -SVJ / (� P�Y ing Address INS o�.T3 N R W ' k I.ot Number 131 N U Gty, S to Zip Code Phone Number - j k, AA A, Subdivision Name or CSM Number Scto t C51`n g II. Type of Buiidin check one _ a - ag P'' S ( w� 1-3 city 1 or 2 Family I3avettng - No. of Bedmwtts� Q j' PubGclCommer vial (dcscn - be use)- C11107 ❑ State - Owned - t �M o - 111 - 1 71" Nearest Road '�S_ S / Pane T wnb { s _ III. T e of ermlt: Check onl one box on line A. Ch box on line B if a licable A) 1. 2. D Replaccmel►t 3. Replacement of 4. 6. Addition to fem Tank Onl $) Existing System ❑ A Sani Permit system was wrsl issued Penut m telssued IV. Type of POWf System: (Check all that apply) Presspressu � In- ground O Mound ❑ Sand Filter ❑ Constructed Wetland 0 At - gr a de rizcd gtnund ❑ Holding Tank ❑ Single Pass ❑ Drip Line At t ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dts crsal/Trtatme>>t Area Information: t. Design Flow (ttt i Ana Area 4. Applecation lahat Rate 6. System 7. Gm Ale Requinx! Proposed Rate (Ga1slday/aq ft) S Jmch) an t U OX VII; Tank Capacity Total 0 of Manufactttrcx Prefab Site Steel Fiber. Plastic i Information OaItons Gallons Tanks Con- Con- glass New Existing crete strueted Tanks Tanks IOo ❑ ❑ ❑ ❑ ❑ . VIII. Responsibility Statement I the ur rsi ed assume ibili for I on of the POWTS shown om the attached plans. Nam ) ; ` stamps : WIMPRS Na Phone I ber j i f cP �! Phunba's Address (Sheet. City, State. Zi IX- County/Department Use Only E FPro�d Sanitary Pcxtmt Foe (incl des Groundwater Date issued f ing Atom Si (No stamps) Approved wner Glvttt Initial Adverse Fee) Ctmirtation 22 S• zn fgad=roval /RReasons for Disapg UA4 roe V V i 5 11" e /wttui V jo e"a tA&C 4Z f N s', s ■ ■ ■ ■ ■!',!1�� :l��J�■ ■■MEMO ■■■■■ it .._. Cl���ME ON m��o���1���. =1 �IAE■ Ot�!!11!■'M..■! ■ ■MEms ■MME .'�E� msrmsms OimsmsO■ ■■MMEM ■Mi ■E■■■■■msms No moo ■ -691.9 NEW q,-M 0 In E moo 14-31mm mi somp"WEIMMEM ON 0 MEN nn wmmM■■■■■■■ ■EMMMMMM ■ ■ ■EM ■EE■ ftwoiliME MM SOON msmsms■msEMMms■■■■O ■■ M I rims ■iO ■■■■■■■msmsms ■MEMEMM MO■SON w■r1■■■■■■■■■OO■O■riOOME OEMME■■ OWNP ■M'■■■■■■■■MO■oOO■OMEOME■EM■ n"'.in■■■■■■■■■OOE ■■■■■ MEEO ■O■ M1.'�MME ME■EMM■MMmsms ■msmom ME son MEMEME mom ME M so ME MI M o ■msMENEM MEON w amsms■M■■■■■■■■■■■■ ■■■■MOM MM ■ ■iimamMM ■O ■M■ ■ ■ ■ ■ ■ms ■ ■■ ■■■■■M ■M ■ ■MEE!� ! !�ririM■■■■■■■EMM■ ■■MEM■■■■■NIFF ■■■■■■■■■ ■■■■■■■■■■sif - mmom M■msENE ME■■■ ■■■■■■■■■■iEli■■�■i■r■`►! MOMENS MEMO MMEMMENMEMENMEME ME MESON MENEM 10011millm ME MEMO MEMO Lollm `.1l ■ ■■ms■ 0 soMMMM■ ■ ■ri ■ INEMMriE■ME� OED ■ E�M MOM MEN M Ell 0 wwom msms ■ �- - _ !■v■ ■ msll ■■ms !'i■ Omsmsmsms msmsmsmsmsil msms E ■MmsmsMO ■EOM■ M11 ■■ ■o ■ moos ■sEM■ _ AA___ rn 31 i NLol 4R Ik ST ! ' i I I , , 1 ; i I I i } , r I I I , I , ; I ' , 1 ' ; I I I r I 1 , , , I I ; w � , I I ; , ; I a r r I ; i ' I 1 1 , 1 I i ! : I ; I I T •. i i I I �- I.. '.. i i I ' 1 I � f j r � I i : , 1 j iI I , j , I I I I I , ; ' I I I , 1 v 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 Number of Bedrooms Design Flow - Peak (gpd) 0'0 Estimated Flow - Average (gpd) Septic Tank Capacity (gal) C Soil Absorption Component Size (W) (4 61 Type of Wastewater Dom stic S Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) 'p S 2 — as 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 Grease Tanks, Pumping Chambers, R 113 Wis. Adm. Code (Servicing Septic or Holding a p g N ( 9 p 9 Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se tic to and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filte shall hP cleaned as nessary to ensurQ 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 r 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 Owner/Buyer Mailing Address Property Address (Q© -:z' Doti / (Verification required from Planning Department for new construction) ' City /State 1 V -4.0 AA~ Parcel Identification Number ` 10 M ` Vo - 3 0 O LEGAL DESCRIPTION t Property Location - SvJ y S vJ y4, Sec. ! �, T�N- )N Town of e 1 yno iv a l . , Lot # Certified Survey Map # q o1 b D 7S , Volume 7 , Page # l) Warranty Deed # { f la Rrs' 7 , Volume ,Page # Spec house � yes ❑ no Lot lines identifiable g yes ❑ 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 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 t�an 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 Depa ent of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that A tem has n maintained must be completed and returned to the St. Croix County Zoning Office within 30 days the iration a 3 I A CANT DATE OWNE CERTIFI 4NATU (we) certif that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of r Ulf roperty des above, by virtue of a warranty deed recorded in Register of Deeds Office. OlfiXPPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.****** ** IncIude 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 h Ar Wisconsinbepartme f C om e SOIL EVALUATION REPORT Page of 3 Division of Safety a4#�ildinc�5 in accordance with Comm 85, Wis. Adm. Code County Attach c(000 ? do p er not less than 8 1/2 x 11 inches in size. Plan must St. Cr01 X include, b to rti I and horizontal reference point (BM), direction and Parcel I.D. percent cale or�tive ions, north arrow, and location and distance to nearest road. 026- lease print all information. viewed by Date I infc�..t u provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). t I Properly Owner Property Location Michael Albert Govt. Lot SW 1/4 SW 1/4 S 12 T 30 N R 18 E*(or) W Pr wn ailin dress, rr Lot # Block # Subd. Name or CSM# � fit .�. c 3 na csm City State Zip Code Phone Number ❑ City ❑ village KkTown Nearest Road New Richmon ,WI. 54013(715)248-7425 Richmond 140th./ ST New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 6 0 () GPD ❑ Replacement , ❑ Public or commercial - Describe: Parent material g l acial drift ___ Flood Plain elevation if applicable n a ft. General comments and recommendations: trenches starting @ el. 96.50', followed by trenches below grade F-111 Boring # ® Boring 9 9 . 2 0 n F] Pit Ground surface elev. ft. Depth to limiting factor + 8 6 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 1 0 -9 10 r3/3 none L 2msbk mf 2 9 -20 7.5 r4 none si 1 2 msbk 3 20 -6 7.5yr4 4 none sl 2msbk mfr gw na .5 .9 4 69 -8 7.5yr4 6 none sl 2msbk mvfr na na .5 .9 Boring # Boring 2 E] pit Ground surface elev. 99.40 ft. Depth to limiting factor +88 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF- in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 1 0 -10 10yr3/3 none L 2msbk mfr 9w 2f .5 .8 2 10 -21 7.5 4/6 none 2msbk mfr qw 1f 3 21 -65 7.5yr4/4 none sl 2msbk mfr qw na .5 9 4 65 -88 7.5yr4/4 none sl 2msbk mvfr na na .5 .9. Effluent #1 = BOD > 30:S 220 mg/ a TSS >30 < 150 mg /L ' Effluent #2 = BOD 5 30 mg/L and TSS < 30 mg/L CST Name (Please Print) . CST Number Gar Sign L. Steel 02298 Address f Date Evafua ' n Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 3 -21 -2001 715 - 246 -6200 Property owner Michael Albert Parcel ID # 026- 1038 -40 -300 Page 2 of 3 Boring # U Boring 53] ❑ Pit Ground surface elev. 100 . 00 ft. Depth to limiting factor +85 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 0L.1 -9 1Oyr3/3 none L 2msbk mfr gw 2f 2 9 -22 10yr4/4 none if .4 6 3 22 -65 7.5yr4/4 none sl 2msbk mfr 4 65 -85 7.5yr4/4 none sl at F- Boring # lit Boring 4 ❑ pit Ground surface elev. 1 00.1 0 ft. Depth to limiting factor +AR in. Soil A plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 1 -8 10yr none 2msbk mfr 2f 2 -22 7.5yr4/6 none gw if .4 .6 3 2 -88 7.5yr4/4 none sl 2msbk mfr na )CO ❑ Boring ❑ Boring # ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.6100) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Michael Albert New Richmond, WI 54017 MPRSW 3254 SW4SW4 S12- T30N -R18W 715 246 -6200 town of Richmond lot #3 -csm 0 11 =40 1 top of 1" pvc p ipe @ el. 100.00' lt. BM.= top of 1" pvc pipe @ el.99.30' ts CAP �y 1 �r J 2 C J 0 Gary L. Steel 3 -21 -2001 t� n a N ' J A _, amYr t 1 1 • z CO r (n Cf) O ! cD r O N ! @ 8..0 r" t0 C t T CD ro. �0 cr ! _ ° C � T fl m z0 0 -+ g r rn C :c d O 7 i 78 ft (O N ! W tp X f 0.L 6 cq N x ft° 3 C CL rn X -� 2 co 0 3 c t 7D lnvort t V ---- -} TWO GrAG4 MMUWGD ran MCCORD104 DATA C=U#49NT MO. STATS BAR OF WISCONSIN FORK SLUMI CWIA MD. "GISM Offich ST. aK)IX 00, We& wc'd. for Ffecom IWI.SIL. Derrick ...................................................................................... o f une A. day L D. 19 . . . ........ . .............................................................................................. T8: " 1 oe� A M6 q' Th=a8 ' JF. — HA ..... L ........ D ... e - r --- r - i - c k ---------------- ..................... ....... .. .... . .... .... .... .. ...... .. ... ....... . kM . . x . 4i . ! . -,, . . a a ... su . ry . i . v . ors . hi . v .. mar . it ... al -------- ............................ . ............................. -..property ........................................................................... ............. .................................................................................................... ............ *a following described red "tate ta ....... St& ... CMIN ................... county, Staft of Wisconsin: Tax Pared No: .............................. Southwest Quarter (SW 1/4) of Southwest Quarter (SW 1/4) of Sectior Twelve (12), Township Thirty (30) North, Range Eighteen (18) West. 10T This deed is given for the purpose of reclassifying the property as survivorship marital property and constitutes a marital property agreement within the meaning of WIS. STATS. Sec. 766.31(10). Thi ....is not ........................ homestead property. (is) (in not) Dated this ............... 1446 ............ ......... day of ................ JIM ............ -------- X�A.j A "f"f FILED °D MAY261987 "M 01 coaft rr W} corner s (n' Section 12 �• T30N, R18W unplatted lands owned by others a T County Monument ------------------------- - - - - -- _' I I21 north line of the SWJ of the SWJ 2' d 23 2m °" W 6 6 S89 ° 48' 59 660.07 to d rt ° C'. -3 (n N ice-• . S N • O s o m O C N ° C/7 to w 33.00' I I S M D- = rh• d rn 7 E N O O M O I C E CD CD W W CD O W o w W W 0 1 7 OF+ O t- - 3 O O 1 O 4 1 Cr `� -'• CD O O O Cn I r1' rt O 7 -n ° T 0 m 1 a CD -3 m _ m I �' nrt E S89 660.07' 1 :3 44 N -1- I� 627.07' cn 1 7 - 363.04 264.03' ° o 396.04' — —'� N89 i a r�i CD � N rt c II 1 .�• O o rt O I tS o CD W I v. W �• S 1 W W I --' N O 7 7 IC CD b O I 1N tT m 1 7 rr O rt 10 w T o 0 1 rr 7 1 �•' E O I CD W - 1 O I cr o z 00 i m o V �CL - I C2 I C H CX I D) I F I co 396.04 ` 1 1 a o 1 � 0 1 tv ° Z 363.041 W I rr I E I° O 0_ I d 17 O 1 W I C!! I N ft 1 I `C m 1 I < N I d I W.P. w co I (n .+. 1 to .y W 1 f] I O [D O / Q I O - S O I T E A O Ln 1 8 O I(D I O - Ito 7 I N Cal � i d CL CD W w Ia x m = i— D I� N . • z M 1 r , N rn w. m S89 ; y C') n M iae 041 i rt o � d 363.04 x O O I C') Cf O 7 O rQ CD fD O w I C ,.,. + r• w rt 7 N W O In cD to c0 W t0 . E t0 ' w r E W. tD - ° 4 �. ow cn to 33 33 S89 ° 43' 33 11E 66' l 363.05' �± co �60tfL �I 38.07' c SW corner I N89° 51'3 1 11 W 396. v S} corner n S ec t i on ' I south line of the SWJ Section 12 U) i' x 24 " I I I 1 x 24 iron pipe se t. pipe set unplatted lands owned AREA INCLUDING ROAD R/W AREA EXCLUDING ROAD R/W lot 1 217,800 sq. ft. (5.00 acres) 206,910 sq. ft. (4.75 acres) ' lot 2 130,680 sq. ft. (3.00 acres) 119,790 sq. ft. (2.75 acres) lot 3 130,680 sq. ft. (3.00 acres) 119,790 sq. ft. (2.75 acres) lot 4 .132,202 sq. ft. (3.03 acres) 107,209 sq. ft. (2.46 acres) Z O 3 Z r• to m � W � APPROVED 0 X ° ° a r r• C7 � MAY 22 1981 CD ST. CROIX COUNTY ° V . COMPREHENSIVE PARKS PLANNING AND ZONING COMMITTEE VOLliNE 7 PA G-1, 1820