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HomeMy WebLinkAbout231-1066-40-000 / o fb 2 U Z I ■ �_ . § i / $ E 2 ƒ ° % 2 Z E ' # m ¢ - = E # ƒ 0 V) d / i § 2 ° \ CL f E 2§ [ E l � e 2 ®a to 0) f § f C ■ 7 / i £ � \ . . $ = E. § 0 E cn B _ Z ® e ; / \ \ § ®� E E ■ .. §, 7 / o o o E .. / D \ § 3 § / 7 7 o v ( (D 'm B e L w 7 m & [ \ \ co z / ƒ ; , & o 0 7 c 7 C ` ` k z \ / 2 z c E z ¥ M ; m § w a ;o � § � � \ � o ■ � ± 0 § � m § � 0 R ƒ � . � � ! # $ . 112 � j ■ 2 � 2 0 . � m _o �§ . 0 � �2 Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count y rOIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar$86@790.: Personal information you provice maybe used for secondary purposes [Privacy Law, X.15.04 (1)(m)]. 3 3 Fp s IDjMr's Name: El city 11 V( rtt�'d0d� OWrlsh p State Plan ID No.: CST BM Elev.; Insp. BM Elev.: BM Description: Parcel 29:066 -40 -000 d Id v '0 le v. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic V 5 Z QO Benchmark A BP0 osln T. Z7 A 7 1�•S� � (o F Aeration r — Bldg. Sewer A 3 3s' C1 96 S / Ht Inlet a ,G 0 G TBACK INFORMA TION S / Ht Outlet ° / y. fd ,� TANK TO P/ L WELL BLDG. Air I to ntake ROAD Air Septic >��6' / �� NA osin A Header /Man. Ion NA Dist. Pipe (h) / • � � ' Holding Bot. System 7tn g tN / •' z 3/ e PUMP/ SIPHON INFORMATION l 76.5-7 er Demand S 2 , g' � 7. / Model mber PM `� H Lift Friction em TDH t Forcemain Length Dia. D. owell SOIL ABSORPTION SYSTEM 1 ,6 BED/ EN Width Len th No. f Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIME 3 2 DIMEN I N SYSTEM TO P / L BLDG WELL LAKE/STREAM LEAC Manufacturer: SETBACK M INFORMATION TypeO Moe m er: System: y� >( 0 OR UNIT 3 m c DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) � x Hole Size x Hole Spacing Vent To Air Intake Length Zb Dia Length 6 c.S Dia. —ALL Spacing N 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 InS ecti0 #13 Yes/ []/No In el?0en #2t No / LCOMMENTS: (Include code discre ancies )ersons present, etc.) L G /uo Location: 452 Walnut Ridge �2oad, Glenwood City WI 54013 (NE 1/4 SE 1/4 23 T30N R1 5W) - 233015903 Walnut Ridge Estates -Lot 8 y kea we ! 0 1.) Alt BM Description = jeair A+ S �a,jct � J'�'j 1`l�or 2.) Bldg sewer length= g0' ,� .S;�S� - amount of cover = �2 Plan revision requl ed. C] Yes ■ No Use other side for additional inform / anion. Date ct Inspeor's gnature Cert No. SBD -6710 (R.3197) __ e `, b�- � � W�1� �' �, i I� `i 0 �\ 3g( �{ S Z LWTI L9 Rl o 6- RD 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 14scons Personal information you provide may be used for second purposes p Madison, WI 53707 -7302 Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for the system, o paper not less than 8 -1/2 x 11 inches in size. County U State Sani P t Number ❑Check if revision to previous application State Plan I. D. Number 1 ,2401 x e S a I. Application Information - Please Print all Information Location: Property Owner Name l :, 3 Property Location 1/4-5C' 1/4, S;? TjQ R /fir) W Property Owner's Mailing Address .... i � Lot Number Block Number rV 6 ti� i � c s � ✓. � u P 32zs City, State Zip Code Phone Numbe,T g Subdivision Name or CSM Number COU -� X)C / t II. Type of Building: (heck one) — 465 r yar S -6---Z 1 _ G� 0 1 or 2 Family Dwelling - No. of Bedrooms: ho� P1 604. C r ❑ Tow of • Public/Commercial (describe use):_ ,,� • State -Owned ` � � _ ' "" `'' 0 ® 0 0 l Tty Negrest Road 14. 9 A-c 1QU 1210415" D 4 i tl c X toZ s(�'� Par ceL-T �iTum er s II 6 40 III. Type of ermit: (Check only one box on line A. Check box on line B if applicable) . 30 . . Q A) 1. 34 New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) . - VNon- pressurized In- ground ❑ Mound . ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: N , Z " 1. Desip Flow (gpd) 2. Dispers Area 3. Dispers Area 4. oil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required tS� Proposed (q 1b) Rate (Gals. /day /sq. ft.) (Min. /inch) ./ Elevation 3 �� G r L VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete strutted Tanks Tanks ❑ ❑ ❑ ❑ c7' r C- 0 SZ 12S cat 0, SC` 63 A; c. -ray VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (nq stamps): MP/MPRS No. Business Phone Number Plum is ! Address (Street, City, State, Zip ,,nn ( � IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) gApproved ❑ Owner Given Initial Adverse Surcharge Fee) 60 Determination 2y s X. Conditio s of Ap oval [Reas ns for D'sapprovah t ,, /► '� he e c ew ov.e w so i t (— 1 Sei t i 1 oc .�Qt c.� w v� s+... D a �. s Q Q. an s �-+�. W-"C T a�aas r 6m,;� 2, SBD -6398 (R. 07/00) "T.�itES xt e ft ,t/�' ,, 4, � 9 fyl,4 ©Li A D. . SA B 7�Jr ry c rt � kY r*- ----T-: 'In eta 3 at � ��ly� � 5"s� s T 2 U7 4 cf `��/ J Cam! G+ftr s ,e L C� 13,a. ��► u f . � IC C;2_t - t V� r i �r - 3 0 41 C 14 O�WAe i ;DPW 4 `T'.�r 6 r-t C—; M r4 6A) cD L,..a z . 5 u es a7r �s rS.0 •� �,) u c!'T" t2 , vz- S T ire y r K' �•�/ (� �?' ✓f'7� rz 3 /L �` g St Cf SV 7 72 I— 13r t . 4 4 u t L' its 2 /La� v � sir ?+�`' �� ,/, e D c � C1 `.4.04-127✓ G 0 � PS A r G a Ile, r ORIGINAL 1243 lVisconsin t? 06htof Commerce SOIL EVALUATION REPORT Page I of 3 [nisi f Safety anAbildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing ,. ' Attach late site plan on paper not less than 8% x 11 inches in size. Plan must oun St. Croix jnclut not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. 2311- 0664 -000 ,._ c r �� rCP ; ` Please print all information. viewed By Date r Pal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z - P — ToWily Owner Prope L ocation Pea, Dan & Teresa Govt. Lot NE 1/4 SE 1/4 S 23 30 N R 15 W P roperty. Owners Mailing Address Lot # Block # Subd. Name or CSM 294 Magnolia Drive 8 Walnut Ridge City State Zip Code Phone Num er Cit Village M Town Nearest Road Glenwood City i WI 1 54013 715- 265 -4149 Glenwood City Walnut Ridge Drive. JA New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD jW Replacement Public or commercial - Describe Parent material sandy /loamy outwash Flood plain elevation, if applicable NA General comments and recommendations: install 3 - 2.7'x 62.5' Stipulation 1099 chamber trenches @ system elevation of 71.3 (10 chambers each trench) F -9 Boring # Boring IM Pit Ground Surface elev. 86.7 ft. Depth to limiting factor _� 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. - Z 1 0 -6 7.5YR 3/2 - sl 2 m gr mvfr cs 2fl m .5 .9 2 6 -20 7.5YR 4/3 - scl 2 m sbk mfr gs if .4 .6 3 20 -30 7.5YR 4/4 - sl 2 m sbk mfr cw 1m .5 .9 4 30 -41 7.5YR 4/6 - Is 0 sg ml cs - .7 1.2 5 41 -50 7.5YR 4/4 c3p 7.5YR 5/8,5/3 scl 0 m mfr - - NP NP F T1 Boring # Boring gj Pit Ground Surface elev. 76.3 ft. Depth to limiting factor ' 96 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. 1 0 -9 7.5YR 3/2 - sl 2 m gr mvfr cs 1f /m .5 .9 2 9 -21 7.5YR 413 - scl 2 m sbk mfr cs 1m .4 .6 3 21 -25 7.5YR 4/4 - sl 2 m sbk mfr cs if .5 .9 4 25 -96 5YR 4/4 - s 0 sg ml - - .7 1.2 orizon 4 has occasional gr * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L '. Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name ease Print) igna e: um er Henry F. Grote �m V " 222774 Address Certified Soil Testing Date Evaluation onducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 3/17/2001 715 - 233 -0398 ' 1 Property Owner Pea, Dan & Teresa Parcel ID # 2311 -0664 -000 Page 2 of 3 ❑ g Boring $ Boring # � pit Ground Surface elev. — ft. Depth to limiting factor 3 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0 -9 7.5YR 3/2 - sl 2 m gr mvfr cs 1f /m .5 .9 2 9 -36 7.5YR 4/3 - sl 2 m sbk mfr cis Inn .5 .9 3 3 - AO 7.5YR 4/3 f2f 10YR 6/2 sl 2 m sbk mfr - if .5 .9 I horizon 4 has occasions gr g Boring 4 Borin � pit Ground Surface elev. 73.1 ft. Depth to limiting factor > 84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0 -9 7.5YR 3/2 - sl 2 m gr mvfr cs 1f /m .5 .9 2 9 -84 7.5YR 4/6 - s 0 sg ml - 1 m .7 1.2 30 21•x/ 5�� ❑ g 5 Borin # � Boring Pit Ground Surface elev. 74.2 ft. Depth to limiting factor > 84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0 -6 7.5YR 3/2 - sl 2 m gr mvfr cs 2f1 m .5 .9 2 6 -84 7.5YR 4/6 - s 0 sg ml - 1M .7 1.2 Pit 30 , 3�f. ' 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 07/00) Certified Soil Testing h1 L - S L Z.3 3-0 � � `•� 421.o'S L Sid- f t7 Lo � ��-• y `J� Z y � G'l'ut L is � i�o / � t Zb4,1 13 -, l \ C� o•c► ,zS 4 t- Lou .0) (\ (11 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) low - au Estimated F Avera e d 9 (gpd) Septic Tank Capacity (gal) Soil Absorption Component Size (ft Type of Wastewater Do estic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Maximum Influent Particle Size (in) G 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 tic nk and outlet filter shall be assessed at least once every 3 years by inspection. T outlet fi t shall be cleaned as necessary to ensure proper o The filter cartrid a of be r e mov ed u nle ss provisi on s area e o P P er P eration. 9 retain solids in Me 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. r,,IA44- Lf-- vw-.�S. j Lxals�� 3 AND (,- `•INERSHIP CEWIII :t A'AI iCIN FORM OW1lct1BUyi4t v9xJ - ��.,. - Mailists Addregr Property Addrus (Vorilkatm to gWmd frorA PlataWa s 1DsP t for 64% mwwat r�� ...,....�........... City/suto Parma fddenUftcation N umbor Vi, Property Subdtvta�o r n �� , Lot # .. Cao j&d kmy M& p d „ �� �/ - Voi w ...�.1. .� page # 3 z W x1asd `� /� _ S'cluat� ..��...�C....� pip # sw wm D yy " 5rno Let Um WondUgo M40 L] no d v uic sytlm cow wria Se its pmusmtMlm ao k"o waataa. o m" Miau"W", ai�wmp oot k tack ovary ft" ym 49 WWI i! t�re�rd by ; a b pd "K. �►buti Yaw pat tote * s � y j , o�wsr GPM U; sftu b 8t, Cta� � a sr� d by the aw« r astd 'L-Y mt�terpkuWs�Aidmbtpr.s Fl+ t f a ' s i cried. is m wwonft ooaomam *(2) do 6900* ad Poo* Uwe, do I�w yaw and ter do" "quW=o 0 NM to murk ► *§ vints w S ystem with to ata� dw&l of Comatiatos ad t � 'N pA $W# of WW°' WA. C a adOL all M mg vy to **Now Ntusald 1w p, dgix CoUnly ZMAN OMO W:eiliz 3c r t ) d /plwa�►air. ous t o f its W = a to but of uW (out) lmoe �di�+ 1 {wt) am Urr) tlw awner{s3 y,a ompoW riaa4edfed @W", by of a wa mty drtd ewo*d io WOW 01 Offift DATE flo Aff LIC0 IT yY tlrY •werwrw AMW ** Wtt is MiWW"Mod any rw+ilt ie M,4t" ltnmit bad "VOW by dw 1*W" DsoA�r s• ipelatd� wtih eta a0 ltea: a aid w~ 00d 4om ft ttt 0w of Dry o �a tba warreaccy dud 00�} of *a tad � i t i6�nee is wu* VOL 1U 13PAH606 Ca STATE BR OF WISCONSIN FORM 1 • 1998 642155 ARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between M arvin C. Booth a nd Jea M. Booth, RECEIVED FOR RECORD husband and wife, - — - _... -- 04 - 05 -2001 9:45 AN __ -- — Grantor, and Daniel WARRANTY DEED and Teresa C. Pea, husband and wife, as EXEMPT N survivorship marital J. Pea propert , CERT COPY FEE: _. COPY FEE: - -.._._ -- -- - -- - - - -- TRANSFER FEE: 59.10 RECORDING FEE: 10.00 Grantee. - ��- PAGES: I Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix Wisconsin (The "Property "): County, State of FNa meand a m Address Part of Outlots 36 and 37 of Ass lat of Glenwood, St. Croix County, , Attorney at Law Wisconsin described as follow Lot Certified Survey Map filed March 20, 1997 in Volume 1 I, Page 32 2 5 , Doc. No. 556964. WI 54013 -0304 2 3 1 -1066-4n - _ Parcel Identification Number ( PIN - This is not homestead property. (is) (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements and encumbrances of record. P Dated this rd —_ day of April 2001 AUTHENTICATION ACKNOWLEDGMENT STATE OF WISCONSIN ) Signature(s) ' 1 I ) ss. T County. ) authenticated this Personally came before me this 3 �d day of day of Ark- I ig dj the above named art/ m � — — I - ITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who execut�}i foregoing authorized by § 706.06, Wis. Stars.) instrument and acknowledge the same. n •� "ItIIS INSTRUMENT WAS DRAFTED BY .i a' �' • Oe ' . James H. Krave, Attorney at Law G lenwood City, Wi 54013 -0304 Notary Public, State Wisconsin :. • ' c, (Signatures may be authenticated or acknowledged. Both are not My Commission is anent. (It'not state et�M,61S��a�l ' necessary.) 'Names orpersons signing in any capacity should be typed or printed below their signatures WARRANT V Ux1it STATE BAR OF W iSU'ONSIN FORM Nq 1•1"S INFORMATION PROFESSIONALS COMPANY FOND DU LAC. WI 600 - 655.2021 o " � FORM NO. 985-A 1 4llC�Yl�af � ti Stock No. 26273 0� �2 s M 5 -56964 94 R 2 o 199 3 �eo islerq� CERTIFIED SURVEY MAP NO. 3225 VOL UME 11 , PAGE 3225 OftC A PART OF OUTLOTS 36 AND 37 OF THE ASSESSOR'S PLAT OF GLENWOOO CITY, ANP LOCATED IN PART OF TFIE N.W. 1/4 OF THE S.E. 1/4, AND PART OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 23, T.30 N., R.15 W., CITY OF CLENWOOD CITY, p Q o[ m a iu NORTH IS REFERENCED TO THE NORTH Z L th p \ —SOUTH 1/4 SECTION LINE, WHICH IS v " ;n o I ASSUMED TO BEAR 50013'08T. � 3,3 3`3 3 > aD ao 3 O v► l� / / \ \ � \► NN►uil w p►Nplili i °t' :r l o l �r `� �n �n �n v in \� •..... VO /�� N •, F �1ru\,n r r N €� O ?69.14' O ' �- -i Z z€ cn v1 m m Y • 500'13'08 / =O: W m m Lo � j D c 313 3 3 3 ' 3 > Q 3 3 3 X 0 3 _ ; �o c`q ih ^ try ��l'7st�• 30I30� /ri0 ••• €� ..•� ; z ;Z Z N N N m!N i 6 \ �� / / / / / /ll/llllllllllll\ \ \ \ \ \\ \ N m `s Z? (3 (VIr3* t in 1n € j` Q i0 LL €1n, �i; s — ip O l 1 in n, 'n M �+ Q��1oJN u\. oI NQ Nl €N�N��E N in {W � O `er v°p { o o - {� in ' r —? ao � i p v m in Cr \ o cO1 NZ3N V1 N ±N N� W �€ , 387.7 r cn U O \ Q[ Ca 500.13 \ Q 1 �.d i �`1�etiV t M — •:M 4 \ \ { i N r 6 € j to \ l l7 � 'd' Zr O N N �1lN oi^ N kD ip I D in Lu CIO cp O1 in w 43 cli in! in 468.90' o p oobb r \ Olin €Ain - t v .t O i a 500'13'08"% d r ^ aJ C r Lu ui at N N N H1 1n � i � `u l o \ ! I€ I; I I in l I 11 I a o `�Is3 N N w\ � V� .0 q !2 tin Q %L NOO'13'08 638.17' Q LL 331.69' S00' 13'08'%_ .......... ....................._.. CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, W154751 (715) 235 -9081 PAGE ) OF? i