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HomeMy WebLinkAbout036-1067-70-000 N c? U ° ) 1 � m Cl U " N C 0.- N q N ° O y0 -O C 0) N Z U,0 E m 0 a) U C Z �- O O � -O ._ 0 U (0 ca O N_ Q a) N CL Z CD —'a O a) O 6 3:-O LL N C C O N E 7 @O N C w co I LL C m N O O d N N L m I 3 co w z E z 0 0 z ;, ,°, C, M O m N F- Z c c C7 a .@ 0 z d a d Z ti U O to F - r 0) D O z c m -a f� -O C) ch (111 N • 1 � a O C O Q 6 Z Z N .. .o C E Or N 7 1 Zt Q ,IC `1 t w E L O .n p a O O a �� a N w � o F 0) F E o 3 3 z v 2 O O O ° • �; a a a a) ci 3 •� cr 7 0 fn Z D a) (n V1 J U a) O O } 7 N N M O P ; N CC) CD Z O N w N o v d o cc U) N O O — N E O O — O � O) ,..0 C O O M O Z O a) O T) 0 0 ~ u, r` o O 6M7 w N - 0 0� N O O O U co • y' O N Cn `d M O a O U) o � r 44 O EL ! L n4) a • a d:� m r� E a a a w ) 5 �.( A c a 0 in C0) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM y: Safety and Buildings Division Count INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 374.930 Permit Holder's Name: ❑ City ❑ Village ❑xTown of: State Plan ID No.: Melby, Dr. Neal Stanton Townshi CST BM Elev.: Insp. BM Elev.: BM Descripti Parcel Tax No.: 3 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 2 Benchmark 3 Alt. BM ° I © /d z5 Aeration Bldg. Sewer 2 .SS Holding S�/ Ht Inlet A 3.SD f • ZS TANK SETBACK INFORMATION (!�Ity Ht Outlet TANK TO P/ L WELL BLDG. Ventto ROAD Air Intake Septic 0 7 s Z NA NA Header/Man. Aer NA Dist. Pipe S 0.2fR rl'S•S' Holding Bot. System d c is. 8o 5' PUMP/ SIPHON INFORMATION Final Grade L 2��V0 cturer Demand St Cover Yo /a v . gos✓ Model Number PM Z - D OZ . Friction ion S stem TDH t ��� L Z -� orcemain Length Dia. Towel SOIL ABSORPTION SYSTEM 20 ckq. (0ers tc} BED Width , Length i No. Ot Trenches PIT No. Ot Pits Inside Dia. Liquid Depth DIME 3 12 . S' Z I IM N 1 N SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHING M cturer INFORMATION Type Of CHAMBER - Model Number: System: > 206 > 15 > /bo OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pige ), x Hole Size x Hole Spacing Vent To Air Intake Length _1L Dia. ZY n Length /l r' Dia. 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 ❑ Yes ❑ No ❑ Yes ❑ No CpMMENTS' (Intl de code discrepanci s resent etc. Inspection #1: G //� /o t Inspection #2: Locat><on: 1561 20th Avenue, New Richmond Wl 5401 (N� 1/4 NE 1/4 29 T3 IN R17W) - 293117438B 1.) Alt BM Description= doo✓ S; by bl��. Se d e r. S� Sys{cy„- P J 4 - Weya•,%Jc a ;ea �O a�k'Po P 2.) Bldg sewer length= 3a ' 00 ( 9 6 .' See c1rQ 4>i o paw - amount of cover = p ( 1 y 3) gVk '.5 (/Pre qe5 {rpUnd, ' � r oC� {fd (nV��c'tkV6eCl Ofr,,j 1 aKdL U See4 41w Z R 5 Rdt1t t t'�Qb`a'•vq�ieY. ��►ar6 iKsYa��iC( %� �CKv '�Iroh^ {roar. 3Y4 ��!"'� �aU"`. Plan revision required? [3 Yes g] No Use other side for additional information. v p SBD -6710 (R.3/97) Dat4 Inspector's S gnature Cert No ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: °a,.... �_.. 4 �e a a E I F i { F g J 3 w m,.r a t $ k 6 t S # t I k t � ; i f ) w yN 4 4 } c � � � e i ......... a«.» #. �... .. .„��. ...tea .. t ; #.... ..... A s,. a s ° P,. # � k � s 57v 72 AvE 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 pernQ enrgg - Zhi ,application PO Box 7302 NV sconsin Personal information you provide ti thsti'frir I! purposes Madison. WI 53707 -730. Department of Commerce [privacy Lave: 0"41)(m)] (Submit completed form to county if r state owner Attach com lete plans (to the county copy on y)4 . 9n paper n" than 8 - 1/2 x 11 inches in size. Count r / StatteSanit�ry Permit Number :Check i r1 prevjous tion State Plan 1. D. Number J V t v C� �--- r I. Aplilication Information - Please Print all Informatio _ — Location: Property Owner Name 1 .l \{ Property Location 1^. ea, 0 t � tf/ 1 /4,-c �i4.S ,N. e or Property Owner's Mailing Address / J , _ T�1 , Lot Number Block Number City, State Zip Code Phone Number Subdivision Name or CSM Number ,d d Zj, 5 y�4^1 7 1 4T II Type of Building: (check one) ❑ City ❑ 1 or 2 Family Dwelling - No. of Bedrooms: ❑ Village ❑ Public /Commercial (describe use): gown of ❑ State -owned $T 7`G..,v to III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road .7O 7' A) 1. M New System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) System Tank Only Existing System / 410 ? - 7 ,4 - 10 Q B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued 2f1, ' . - 1 - IV. Type of POWT System: (Check all that apply) -- (0'b f1 t. $ - -F, W1 Non - pressurized In- ground 171 Mound ❑ 3F ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ! f I 1 ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation 040 6, A?00 read _ S ,rJ %5� � 0 98. 9 VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks X � ❑ ❑ ❑ ❑ A, AJ e 5 fey✓ ❑ ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume res on ibility for installation of the POWTS sho the attached plans. Plumber's Name (print) Plumber's Signatulr (no stamps): MP PRS No. Business Phone Number Plumber's Address (Street, City, State, Zip Code) /or S • d( VIII County/Department Use Only ❑ Disapproved Sanitary Penn it Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) 1% Approved ❑ Owner Given Initial Adverse Surc ge Fae) Determination S. g — IX. Conditions of Approval /R asons for Disapproval: S�{sk SBD -6398 (R. 07/00) V f V ;lJeal fr�r�6 w1' ,� % s a T3i DP j7 w B F s7.��td - ? r t t Z � d,t� F'lteY � 3G6 a � d r 1 oa f "� 3 0 Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor arKJ H €man Relations p ivigion of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location a nearest road. 036- 1067 -70 -000 APPLICANT INFORMATION -P q E�'PFiIN -C I ORMATION R IE D Y TE 7 PROPERTY OWNER: PROPERTY LOCATION r.Neal Melby GOVT. LOT NW 1/4 NE 1/4,S 29 T 31 N,R 1 7 4 (or) W PR0 645 E W�ecSMAILING RESS , LOT # BLOCK # SUBD. NAME OR CSM # na na na CITY, STATE ul ZIP COD 5" MB EP, [:]CITY ❑VILLAGE []TOWN NEAREST ROAD New Richmond, WI . 0 �� - r� N✓( 5 246 =-2 7 Stanton 200th. Ave. [x] New Construction Use k ] esidentiber of` ooms [ ] Addition to existing building j ] Replacement [ } Pub ' scrib e Code derived daily flow 450 gpd Recommended design loading rate • 5 bed, gpd /ft •6 trensh, gpd /ft Absorption area required 643 bed, ft 563 trench, ft Maximum design loading rate • 5' bed, gpd /ft • trench, gpd 1ft Recommended infiltration surface elevation(s) 96.70 ft (as referred to site plan benchmark) Additional design / site considerations trenches spaced to code 4.00' below grade Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT SYSTEM IN FILL HOLDING TANK U =Unsuitable for s stem X1 S El as El as El ®S ❑ U ❑ S ® U [IS ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. Bed Trertdi 1 0 -9 10yr3 3 none 1 2msbk mfr gw f 1 2 9 -22 7.5yr4/4 none Sicl 2msbk mfr gw if .4 .5 `4 Ground 3 22 -40 7.5yr4/6 none ms Osg mvfr gw if .7 .8 10 ele. ft 4 0 -96 7.5yr4/6 none s Osg ml na na .7 .8 Depth to limiting factor +96 ol Remarks: Boring # 1 0 -10 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 2 2 0 - 7.5yr4/4 none sicl 2msbk mfr gw if .4 .5 3 0 -90 7.5yr4/6 none ms Osg ml na na .7 .8 Ground elev. 1 Depth to limiting �$ factor +90 Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. AYA, New Richmondl WI 54017 Signature: Date: 7 -30 -99 CST Number: m02298 G- I PROPERTY OWNER Dr. Neal Melby SOIL DESCRIPTION REPORT Page ? pf 3 PARCEL I.D. # 036- 1067 -70 -000 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft II z r. z. h. in. Munse Qu S . Cont. Color G S S Bed Trench 1 0 -10 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 ``......3.. 2 10 -24 7.5yr4/4 none sicl 2msbk mfr 9w if .4 1.5 Ground 3 2 -84 7.5yr4/4 none sl 2msbk mvfr na na .5 .6 elev. 98.9 ft. Depth to limiting Remarks: Boring # 1 0 -12 10yr3/3 none 1 2msbk mfr caw 2f .5 .6 `....,4.`_ 2 12 -24 7.5yr4/4 none sici 2msbk mfr gw 2f .4 .5 3 24 -64 7.5yr4/4 none sl 2msbk mvfr yw na .5 .6 Ground elev. 4 64 -84 7.5yr4/6 noen co E Osg ml na na .7 .8 97---4- ft. — Depth to -- limiting factor +84" Remarks: Boring # 1 0 -9 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6 .........:;::> 5 2 9 -38 10yr4 /4 none sicl 2msbk mfr gw if .4 .5 3 38 -84 7.5yr4/6 none co Osg ml na na .7 .8 Ground elev. 97.9 ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) I STEEL'S SOIL SERVICE Gary L. Steel Dr Neal Melby 1554 200th Ave. CSTM2298 NW4NE4 S29 T31N - R17W New Richmond, WI 54017 MPRSW -3254 town of Stanton (715) 246 -6200 N 1 =40' BM-= top of 1 pvc pipe el. 100.00' Alt. BM. - =top of 1 pvc pipe C d1. 94.00 2�� 24 1 l ' 6 3 0 Gary L. Steel 7 -30 -99 .6 -24 -1995 8 : 03PM FROM P.1 SOIL AND SITE EVALUATION REPORT Page 1 cf o o r Div Safety & Buddegs in NO with ILHR 83.05, Wis. Adrn_ Code [ PAR Attach complete site plan on paper clot less than 81/2 x 11 inches in size. Plan must incN,de, but St- Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or CEL I.D. ! dimensioned, north arrow, and location and distance to nearest road. 36 - 1067 -70 -000 APPLICANT INFORMATION — PLEASE PRINT ALL INFORMATION IEtMED DATE PROPERTY OWNER: PROPERTY LOCATION .Neal Melby GO T, LOT NW 1/4 NE 114,5 29 T 31 .N,R 17 * ( or ) W . PROPERTY OW R':S ILIIND ADDRESS LOT * KOCK # SUBD, NAME OR CSM d egg EE att na na rJ CITY, STATE ZIP CODE PHONE NUMBER � [] ) IL AGE (MOWN NEAREST ROAD New Ric#xmd, WI. 54017 (7'l5 246 -2727 Stanton 200th- Ave. hd New Construction Use k J Residential / Number of bedrooms 14 (a A ddition, to existing building () Replacement ( ) Public or commercial describe Code derived daily fbw 450 gpd Recommended design loafing rate - 5 bed, gpdAt .6 trench, gWI Absorption area required 543 bed, r1 563 trench, ft Maximum design loading rate • 51 bed, gpdfR - trench, gp W Recomrrrended Infiltration surface elevation(s) 96 ft (as referred to site plan bencl%r rl Mditicnal design I site considerations trenches spaced to code 4.00' below grade Parent material q twash Flood plain elevation, if applicable na ft 5 = Suitable for system CONVWIONAL MOUND w GROUND PRESSURE 74PADE SYSTBA IN FILL HOLDING TANK U . Unsuitable for stem ] S D U CJS o U as n U i s ❑ U CIS C [I rs u SOIL DESCRIPTION REPORT Baring P Horizon Depth Dominant Color Molwes Texture Structure Consistence f3mx dyl Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tienctl F" 1 0-9 X yr3 none 1 k mfr gv - . 2 9 -22 7.5yr4/4 none sicl 2msbk mfr �— gw if -4 .5 Ground 3 22 -40 7.5yr4/6 none ms Osg tnvfr gw if -7 8 dam 10�Z fl, 4 7.5yr4/6 none co s Ogg mi na na to rf Imo! limiting . , . factor t}ti. 2 Cab +96 Remarks: Boring # 1 0 -10 10yr3/3 none 1 2msbk mfr w 2f .5 .6 r 2 , 11 2 0 -30 7.5yr4/4 . none sicl 2m9bk mfr gw if .4 .5 3 0 -90 7.5yr4/6 none ms Osg ml na na .7 -8 Ground - - - elev. 1 limiting . facoor ' 90 1 . Remarks. CST Narac:-- lPleasc Print Q@wry L. Steen Phone: 715- 246 -6200 Address: 1554 200th. An Now Richmond WI 54017 Signainne: Qom' Date, 7 -3n —oo CST' Numbs: X229$ 4 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 Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) 2 p Soil Absorption Component Size (ft " Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absor tion Component Design Flow - Peak (gpd) 12 Z Maximum Influent Particle Size (in) 0 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 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 i 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. i 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. 3 I 08/01/2000 22:21 17156844630 ALWIN EXC INC PAGE 01 ST CROIX COUN SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer QG I -y -,\ oti c 0 — 9, LL u Mailing Addrm ._�a_.` r h d is kw &'01 w, ()"x. , (Aj Property A&MM 1 20,2� ` T - t (Verification required from Planning t for new construct m; _ City/State �JQW RZc�yy" in r L�� Pmvd Identification Number 036 _ I ( al - TO.; WO 5CRIPTIOP_i Propaty Location . v., 'tv., See. T, J- N -R Town of Stc,�':L n Subdivision rW■ . Lot # CertlSed Survey Map # _. Volume Page # wa ;maty Deed # , 6 �� `l�4 . Volume Page # 1 76 1 Spot house ❑ yes -no Lot lines identifiable ❑ yea E no SYSTEM KAnWMANCE Improper use and maintenance of your septic system could result in its premature - failure to handle wastes. Proper mamsensaw consists Of pumping mn the septic tack every three yea or sourer, if needed by a licensed pumper. What you put into the sysu m can alfset the ilmcdan of dw mde W* at a UWAMW aw in the waste disposal system. The property owner agrees to submit to St. Cw& Zoning Department a certification fa=6 signed by the owtrer and by a mxaWplymber.loureeymenPlumber a strictadplumba or a tiedpurer verifying that (I) the oa -site wastewaterdispwal sytdetn is in Proper operating condition =&or (2) after inspection and pt=pjng (if necessary), the septic tank is lea than 1/3 full of sludge. Uwe. rho anderdpad have read rho above requirements and agree to maintain the private sewage disposal system with the staadank set forth. bereio, as set by the Department of Commerce and 60 Department of Natural Resources. State of Wisconsin. C.ertiriication stating that your Septic system has been naaimaixkW must be complated and returned to the St. Croix County Z,uoing Office within 30 days of the three year expiration data. "* A **M OF AP I r DATE I (we) certify that in statements on this form are true to the best of my (our) knowledge. I (we) am (are) the ownet(s) of the C)IJI— PA MIJL— property described above, by virtue of a warranty deed recorded is Register of Deeds Office. I Ap = OF ! DA'V'E _ " * *• Any information that is misrepresented mt'y result in the sanitary permit being revoked by the Zoning Depmument. ** Include with this apptieatition: a stamped wammty deed from toe Register of Doe& 9frm a copy of the certified survey sup if reference is made in the warranty dead Vill 1400PAu 370 IE> 1 8 STATE BAR OF WISCONSIN FORM 2 - 1998 1-1. Document Number WARRANTY DEED This Deed, made between S. Ophelia Hatch, a/k/a Sarah Ophelia RECEIVED FOR RECORD Hatch, a widow, Grantor, and Neal A. Melby and Joyce A. Mellby, husband and wife, as survivorship marital property, Grantee. 02•17-2000 9 "3 , 5 Atl Grantor, for a valuable consideration, conveys and warrants to Grantee WARRANTY DEED the following described real estate in St. Croix County, State of Wisconsin (The EXE1 q 15 "Property"): CERT COPY FEE: I'APY FEE: IRA1146FER FEi- 420.00 The West Half of die West Half of die Northeast Quarter (W 1/2 of W 1/2 of NE RECORDINU FEE: 10.00 1/4); the East Half of Northwest Quarter (E 1/2 of NW 1/4), all in Section PAGES: i Twenty-nine (29), Township Thirty-one (31) North, of Range Seventeen (17) West, and The Northeast Quarter of the Southwest Quarter (NE 1/4 of SW 1/4) of Section Recording Area Thirty (30), Township Thirty-one (31) North, of Range Seventeen (17) West, Name and Return Address EXCEPT the following described parcel: Beginning at a point on the North and Siler South quarter line of said Section Thirty (30), a distance of 3,295.5 feet South of L. YK. O'BOYLF & SfJ_FR. S.C. the North line of said Section Thirty (30); thenc W at right angl es A distance e Post offi - di ta c cc Box 127 of 363.0 feet; thence South, parallel with the quarter line, 240.0 feet; thence Zst New Richmond, WI 54017 363.0 feet; thence North along the quarter line, 240.0 feet to the point of — beginning, containing 2.0 acres. 036-1067-70; 036-1067-95: 036-1068-20: and The Northwest Quarter of die Southwest Quarter (NW 1/4 of SW 1/4) of Section 036-1068 07 6-1072-90. , 03K-1073-10: and 036-1073-20 Thirty (30), Township Thirty-one (31) North, of Range Seventeen (17) West. Parcel Identification Number (PIN) This is not homestead property. ALL SUBJECT TO RAILROAD RIGHTS OF RECORD, IF ANY. This conveyance is given in satisfa of that certain land contract between the above parties dated July 20, 1989 and recorded August 31, 1989 in Volunie 850 on page 69 as Document No. 451076. EXCePt'.0-Is to warranties: Subject to all easements, restr;ctiovs and cow�natits of record. Dated this day of ? 6&j *S. Ciph6fia Hatch AUTHENTICATION ACKNOWLEDGMENT SignaLure(s) NORTH CAROLINA STATE OF WjS ) ss. County ) authenticated this (lay of Personally came before me this U day of �ee ezn e above named to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. TITLE- MEMBER STAT BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stats.) 'mis INSTRUMENT WAS DRAFTED BY Notary Pub c, State Of Y=MMXI N - a Ronald L. Siler MY Commission is permanent. An. date: VAN DYK, O'BOYLE & SILEP,, S.C. Mao Post Office Box 127 New Ri lim nd W L54017 • (Signatures may be authenticated or acknowledged. Both are not dd P necessary.) I File No. Q1Q� LEGAL DESCRIPTION: THE WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER (W 1/2 OF W 1/2 OF NE 1/4); THE EAST HALF OF THE NORTHWEST QUARTER (E 1/2 OF NW 1/4) ALL IN SECTION 29, TOWNSHIP 31 NORTH, RANGE 17 WEST. NEIGHBORHOOD COMMENTS: THE SUBJECT IS LOCATED IN NORTH - CENTRAL ST. CROIX COUNTY, WISCONSIN. THIS ENTIRE AREA HAS SEEN A STEADY GROWTH OVER THE YEARS, & THIS TREND SHOULD CONTINUE. THERE ARE SEV RURAL AST SEVERAL RESIDENTIAL PROPERTIES ON VIEW /OPEN/WOODED SEVERAL FORMER FARM H OMES ARE NO SITES IN THE AREA, AND W USED AS RURAL RESIDENTIAL/RECREATIONAL PROPERTY. THERE IS A WIDE VARIETY OF HOME SIZES /AGES /STYLES /PRICES /ETC. IN THIS & OTHER NEARBY RURAL AREAS. EXISTING HOMES APPEAR TO BE GENERALLY WELL CARED FOR, & NOTHING ADVERSE WAS NOTED IN THE IMMEDIATE VICINITY OF THE SUBJECT. THE SUBJECT PROPERTY FRONTS ON A SMALL, UN -NAMED LAKE, & THERE ARE OTHER RECREATIONAL LAKES & STREAMS LOCATED NEARBY AS WELL. THERE ARE NO MEANINGFUL "NEIGHBORHOOD" BOUNDARIES, THE SUBJECT IS LOCATED APPROXIMATELY LIMIT OF THE CITY OF NEW 1.5 MILES NORTHEASTERLY OF THE CORPORATE SITE COMMENTS: RICHMOND, WI. SUBJECT SITE HAS PARTIAL FRONTAGE ON WATER. AS SUCH, SHORELINE SITE AREA MAY BE CONSIDERED AS FLOOD PLAIN; VAST MAJORITY OF SUBJECT SITE IS OUTSIDE OF FLOOD AREA, SUBJECT SITE IS CURRENTLY IMPROVED WITH A APPROXIMATELY .2 LIN GRAVEL ROADWAY, THE PRIMARY TRUNK OF WHICH MEASURES EAL, MILE & A SECONDARY (DRIVEWAY -LIKE) TRUNK MEASURING APPROXIMATELY 264 LINEAL FEET. ELECTRICAL SERVICE HAS BEEN BROUGHT ONTO THE SITE, & EXTENDS APPROXIMATELY FROM THE PUBLIC ROADWAY. .25 MILE INWARD SUBJECT SITE. NOTED AS BEING ZONED EXCLUSIVE AGRICULTURAL, WHICH IS SAID BY THE COUNTY ZONING OF TO ALLOW FOR ONE RESIDENCE PER 35 ACRES OF SITE AREA. FICE COMMENTS ON SALES COMPARISONS: FROM LIMITED AVAILABLE SALES DATA, THOSE COMPARABLES PRESENTED REPRESENT THE MOST RECENT & PROXIMAL PROPERTY SIMILAR TO THE SUBJECT. SITE MA RKET LES INVOLVING A IMILAR QUANTITY OF ACREAGE COULD NOT BE GENERATED WITHIN THE SAME EFFECTIVE MARKETING AREA AS THE SUBJECT. ALL OF THE COMPARABLE SALE EXAMPLES TRANSPIRED LONGER AGO THAN T WOULD BE IDEAL (WITHIN 6 MONTHS PRIOR), BUT WELL WITHIN THE C ALLOWABLE TIME PERIOD (12 MONTHS) APPRAISAL GUIDELINES UNDER WIDELY RECOGNIZED , GIVEN THE LIMITED NUMBER OF INVOLVING EXTENSIVE ACREAGE, THE LONGER THAN IDEAL TIM A IS CONSIDERED ACCEPTABLE FOR PURPOSES OF GENERATING SUITABLE COMPARABLE SALE EXAMPLES. FOR ALL COMPARABLES, LOCATION WAS CONSIDERED & ADJUSTED FOR ALONG WITH SITE/VIEW. DIFFERENCES IN ACREAGE QUANTITY WERE ADJUSTED AT $1800 PER ACRE, WITH COMPARABLE 3 RECEIVING AN ADDITIONAL $10,000 IN CONSIDERATION FOR ITS CLOSE PROXIMITY TO A RAILROAD RIGHT OF WAY. LIKE THE SUBJECT, ALL OF THE COMPARABLES ARE LOCATED WITHIN AGRICULTURALLY ZONED AREAS THAT ADDITIONALLY ALL O F THE r PER T 35 ACRES OF SITE AREA