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HomeMy WebLinkAbout042-1091-40-200 Q c o ° I v~ Sc m 0. II'i' o I r.. I 0 M I it ~ I h I ~ I I o I 0 ' 'a z I c L m LL CO 4 1 d 3 co z z = 0 1 o a rn z a m C4 N o c z a U O Z :!t c _ m Z o c Z to F- 'C E "a o v Cl) o a c a~ m I ~ c • *ri ~ a ~ ~ o I c O ~ z F- z z ~ I O N co c; E £ c y > d m ~~tiyyr d o CL m U c LO ~i y m o o _ D D a ~ o ~ N Z N H H 1'- o`ti O 0 0 0 d a z° •N a a a CL g o n n o y rn rn o 0) J C~ O O in C Z m ~ o I c) N N O O p p LO fn a o m (D c0 d io 'Mrl - _ C ~l O U) ° C U) C O o m O "o r E ~i R N U C LL U C o = 0 0 00 0 1 O 3 _ to o O O © ° O E C- N N D L ~n N r\ > C E N N E V W _ y ~ ° 3 N Sir Or 0 E 0) N a H o ([yam] O o G) N L 'CD M> ! S N O Z y z=i Cn .r cz ~ d v~ a a) a x ° L a r ca a d .2 m E v c c rr~~ Cj L ~1 A U° am 00)C) Parcel 042-1091-40-200 07/3112007 11:25 AM PAGE 1 OF 1 Alt. Parcel 32.29.18.501 C 042 - TOWN OF WARREN ST. CROIX COUNTY, WISCONSIN Current X Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - HOFMEISTER, FRANCINE FRANCINE HOFMEISTER 651 100TH ST ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description x 651 100TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 14.530 Plat: N/A-NOT AVAILABLE SEC 32 T29N R18W PT SW NW & NW SW BEING Block/Condo Bldg: LT 2 CSM 11/3191 14.53AC Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 32-29N-18W Notes: Parcel History: Date Doc # Vol/Page Type 02/21/2006 818907 EZ-U 07/23/1997 1211/557 LC 06/23/1997 1247/203 WD 1247/202 WD 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/23/2001 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 14.530 76,800 133,300 210,100 NO Totals for 2007: General Property 14.530 76,800 133,300 210,100 Woodland 0.000 0 0 Totals for 2006: General Property 14.530 76,800 133,300 210,1000 Woodland 0.000 0 Lottery Credit: Claim Count: 1 Certification Date: Batch M 113 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 07/31/2007 11:24 AM Parcel 042-1091-40-100 PAGE 1 OF 1 Alt. Parcel 32.29.18.501 B 042 - TOWN OF WARREN ST. CROIX COUNTY, WISCONSIN Current X Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - HOFMEISTER, FRANCINE FRANCINE HOFMEISTER 651 100TH ST ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description ' 643 100TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 16.010 Plat: N/A-NOT AVAILABLE SEC 32 T29N R18W PT SW NW & NW SW BEING Block/Condo Bldg: LT 1 CSM 11/3191 16.01AC Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 32-29N-18W Notes: Parcel History: Date Doc # Vol/Page Type 02/21/2006 818907 EZ-U 03/22/1999 599740 1412/090 WD 03/16/1999 599492 1411/092 WD 07/23/1997 1211/563 LC 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Last Changed: 10/23/2001 Valuations: Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 16.010 81,500 0 81,500 NO Totals for 2007: 0 81,500 General Property 16.010 81,500 0 Woodland 0.000 0 Totals for 2006: General Property 16.010 81,500 0 81,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges 00 Delinquent Charges 00 Total 0.00 co C) o LC D DEC ILED ECORD Register of Deeds sc c;oix co, wf 552833 ~r This instrument drafted b Michael Erickson Job No. 96-88 CERTIFIED SURVEY MAP Located in part of the SWA of the NWJ and in Part of the NWJ of the SWj, all in Section 32, T29N, R18W, Town of Warren, St. Croix County, Wisconsin. LOT I LOT 2 I ~ ,_NW Corner Section 32 C.S.M. VOL. 8, PG. 2 217 ~ j` 34' 1 w w ($al0408uw 1330.1 z .90 MARKpipe s M VENUE 11E 1330.31 611 ~ N 65T _ 81°12 611.90' Top lE0ev,= ~ 5s'w I 1297 •p01 991..45.... M.. z „ ~ + E M 3 718__ _ N81012 07 I N oOL 685 .101 m....... -P 0 _ s Y gENCNMARK d m °ci z +0 ~ o RDa 33 3 - 996,00 L a ~ 4) - _ I'D z N _ Elev. 50 Year High Water Ele ation = 993.09 L 44-) C N O N L V) 4J M C4 4-) N ^ LOT 2 W 14.53 Acres Inc. R/W L w LD c 3 3 633,022 Sq. Ft. N o? c 0 N o cn o ` 0 o (nl o 13.42 Acres Exc. R/W M LOT 1 M 0 c O NoQI o en 584,678 Sq. Ft. m uV) z JI 0 o z 16.01 Acres Inc. R/W o I 00 \ 697,459 Sq. Ft. pi Z m M 1 6.5' UI 15.44 Acres Exc. R/W I" -0-Wk Corner ~ N 672,811 Sq.Ft. Section 32 NWT _ SWk JI . zI vl zl zl _ - 50 Year High Water Line Elevation = 993.09 Ji Ln o Assumed Datum I~ e- N I N 00 I N WI 33.00' S89°38'29"W WI 30.0 ' .00' ~i N45°56'44"W V)I o 0 98.60' S89°38'29"W 578.89' Q; N =I L^ 1284.82' 6 8 LL(' J 296! 61 co F•-' 6 26 ~ v ` .32' t S89°38'2 "W 1317.82' O, ; c c,+iw'f a M ~I n -33.00' 'W~ s: A a^ ; s "'Pots CC)u ' T ( i M tD ~v J LOT 3 I-ornpr~h insive~ Planb;i; r z Zoning and o r QI 13.31 Acres Inc. R/W Parks GommitteE U 4-) lU~ 579,952 Sq. Ft. - -°0 12 98 Acres Exc. R/W If not recorder c 0 0 cl ° i;f !11 565,432 Sq. Ft. wi hin 30 days of ~ ZI Z N approval date V) Shall e W 3 Z ~Cy~~'wrd+("i6"4:'a N N89°38'29"E 1318.35' s , 1285.35' s - 194.62' 4 S89°38'2911W 658.35' SOIL AND SITE EVALUATION REPORT Page_ of Wisconsin Department of Industry, Labor and Human Relations de r Division of Safety & Buildings in accord with ILHR 83.05, WJ COUNTY j Attach complete site plan on paper not less than S 1/2 x 11 inches in si must in luode, PARCEL I.D. # not limited to vertical and horizontal reference point (BM), direction an % slop p~ _ dimensioned, north arrow, and location and distance to nearest road EVIE ED BY ~ D TE APPLICANT INFORMATION-PLEASE PRINT ALL INFORM N .l l a~ 2 5 PROPE OWNER: PROF M8WATION 1/4,S T,29 N,R jy W vaT c1 A. T OR# . NAME OR CSM # PROPERTY OWNER':S MAILING ADDRESS 00 46 St OWN• NEAREST ROAD S CITY, STATE ZIP CODE PHONE NUMBER r 1~ µ a New Construction Use [>I Residential I Number of bedrooms f j 3 [ ] Addition to existing building rCode Replacement Public or commercial describe ft2 trench, gpolft2 derived daily flow gpd Recommended design loading rate . ~^f bed, 9P~ -.4 P - c bed, gpd/ft2 -trench, gpd/ft2 Absorption area required I/ bed, ft2 -II Q,5 trench,ft2 Maximum design loading rat ' - P Y y 0 P Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) R . -Re_ ,n.en~ eLx Additional design /site considerations Flood plain elevation, if applicable ft • Parent material S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for s stem SS ❑ U ®S ❑ U NS ❑ U S S ❑ U [I S S U ❑ S IOU SOIL DESCRIPTION REPORT GPD/ft Depth Dominant Color Mottles Texture Structure Consistence N Roots Bed Trench Boring # Horizon in Munsell Qu. Sz. Cont Color Gr. Sz. Sh. K v _ 3 1.10 4.. 3-13 Ground 13 e elev Depth to limiting factor Remarks: ' 5C%~o ~rave Z717 Boring # -;,Z SSA ! F S h~ Y~1► Fr- e S s. s ti '2 m 5bk Y1 Fr- eS 3m S Z iZ-z~ qtr Fr 3 ~~-337s~ Ground 0 elev.- C2, EL ft. S 5371 Depth to limiting factor `o ~ ~uvf'/ r✓~' ~C:1- C~ ~rzlnc,~ ~1~~. ~G~~ /YiCEN. Remarks: Phone: CST Name:-Please Prin ~j~ 9 •-~3 ddress:/C /Y~~GE GZ1'~~!//E? LCG > S~~n Date: , CST Number: ~ Signature: K &-1-241191 PROPERTY OWNER SOIL DESCRIPTION REPORT Page - of PARCEL I.D. # Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft _ in. Munsell Qu. Sz. Cont. Color Texture Consistence Boundary Roots Gr. Sz. Sh. Bed ranch 0C -56k- IV M f 4 Ground .3 q7q S 1,0 s' m S elev- z Depth to limiling factor Remarks: G 1 nr7Li. it Boring # sbk I')1 war 12 31'1 k s i F sb'k (fiN Fr t ~ 7 y^ a ( ~ ✓ O Ground 3 'J3 10q1? 713 S- C~ do 5? M _ elev. ft• Depth to limiting factor Remarks: Boring # Z z 11 F z 12-,7j l o Q 31 5JC I , z f -50 . Fr C s m Ground 7. elevy Depth to limiting factor Remarks: ` . 3 Boring # k Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) ~ ~ d 4 _ ` Wisconsin Departrnent of Industry, SOIL A N G a I T E E y . L U AT f O N R E F Q F i'T Page of tabor aind Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Cade • C S 1.15 ` C : "JTY ' Attach complete site plan on paper not less than 8 1/2 xc 11 inches in size. Plan must include, but _ • /x not limited to vertical and horizontal reference point (13M), direction and % of slope, scale or PARCEL I.D. # --4imensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPS OWNER: PROPERTY LOCATION 2 Z4Z GOVT. LOT -5 L) 114 ltd 1I4,S,_j2 T,29 N,R /y f WW PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM # UD zt6 _5_:L4 CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE MOWN NEAREST ROAD a ~r C~/lam. S d (21S) LrJ ?G -2 (7cJ New Construction Use [A Residential /Number of bedrooms i 3 Addition to existing building [ ] Replacement Public or commercial describe Code derived daily flow 50 gpd Recommended design loading rate~q 4 bed, gpd/ft2 4 g{ trench, gpd/ft2 Absorption area required Z L.2,5' bed, ft2 llQS trench, ft2 Maximum design loading rat f 4_,~bed, gpd/ft2?4 trench, gpd/ft2 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) P Additional design / site considerations R = t~~ 1acnnf Parent material a /v !r Y/Cd Flood plain elevation, if applicable It U S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT GRADE 7SYSTEM IN FILL HOLDING TANK RS ❑LI ❑ U RS ❑U ❑S ® U ❑S gU =Unsuitablefors stem ®S ❑U ®S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots G P D/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer>dl . "r AM r I v- 3 D 31 1 F shk fVv Fr C S 3M 3 -13 .Z/~ L z m 5b~ P, Fr A S 3 eo Ground 3 13 7.5 e 31Z s~ E F Ys k My Fr C S S yrn elev Ile Depth to limiting factor Remarks: CO S© - SO ~o 6'r't I/& //t J Boring # O - l 7 .Z~D S~, l F Sbk my Fr if S 3 do s z z-zZ ) S4 2 m Sbk Yr1 Fr C S 3m 3 .2a-33 2 s~ CID S~- f sb MY F~ C S Z M , Ground , y el v. -53 ,.5 S~l~ ~ S D m fy1 ~ A S z-F ~S s~-77 ~v 6/.3 s o co Depth to limiting factor Remarks: -2'5 te/ 4'2' rlltrc~/ i o?O ~O a CST Name: Please Pri / O / _ ~ k/SE ' Phone: ~9~ ~~3 Address: E . Qm"f/r'LE Signature: K. Date: CST Number: PROPERTY OWNER SOIL DESCRIPTION REPORT Page _of PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourxtry Roots GPD/ft - in. Munsell Cu. Sz. Cont Color Gr. Sz. Sh. Bed rends z F Sk nV Fr' C S 3 m , PIv Fr 414.) 3m • ~ „S ~~~y lv~.~ S c~ fo s' ?>7 J_ PS 2-41~ ,7 Ground 3 i0 2 , g elev n - 8 /v 2 ~/z S o OF M L _ 0 5 Depth to limiting factor A Remarks: a,,-7 Alazz o Boring # G-/z /0 2 Z~l S . Z Sb1< h1d r ► w 3M _ ~a 31 /o e 3/ S E F sbk Pv Fr A S z- F 3 )-B /tq l? 2/3 d s [ro s m , Al , Ground elev ft Depth to limiting factor Remarks: Boring # M < / /z z S,L z -F Ak r1 it Fr Z'.S M s ,Z !z-,Zl I v Q ~l S.C, f Sbk Wv. Fr- C -S It- S6S 1 Pr L' S Ground 9L ft Depth to limiting factor Remarks: d 3 0 Cra'trC- Boring # w ~ F Ground elev. ft. . Depth to limiting factor Remarks: U -O CA ~p . y n ~ o ~ lj o b N ` 'n ¢ CD H ~n m I 1 - x x x ~ x IVA 0, I~jj _ I 47- 177 o 1° r n ` f STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER rQ n c Y~. e a T h~ ~c' h ADDRESS 4 Wvp R SUBDIVISION / CSM# LOT # SECTION 3k T a) N-R l W, Town of ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100~FEET OF SYSTEM U 7S r ~ ` t• O 1 - fJ r ~c INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: l-A) l~~ Liquid Capacity: /6%)-o Setback from: Well 04, House Other Pump: Manufacturer Model# Size Float seperation Gallons/cycle: Alarm Location SOIL ABSORPTION SYSTEM Width: S Length S Number of trenches CP. Distance & Direction to nearest prop. line: 37%S W,o~,I Setback from: well: House Other ELEVATIONS Building Sewer ST Inlet: /04.9' ST outlet: PC inlet PC bottom Pump Off Header/Manifold )6$j j Bottom of system 16 7 /a r"[ ps Existing Grade Ib.f! Final grade DATE OF INSTALLATION: PLUMBER ON JOB: . LICENSE NUMBER: /,563 INSPECTOR: 3/93:jt • Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County: Labor ancfHuman Relations INSPECTION REPORT ST. CROIX Safety and Buildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION 299010 Permit Holder's Name: ❑ City ❑ Village Town of: State Plan ID No.: HOFMEISTER, FRANCINE WARREN rPacel Tax No.: Elev.: : BM Description: CST BM Insp. BM Elev. 42-1091-40-200 / 0 G ~i , G d ~s cr4" ell TANK INFORMATION ELEVATION DATA a3 TYPE MANUFACTURER CAPACITY STATION ::::BS HI FS f~/ELEV- Septic Benchmark Dosing Aeration Bldg. Sewer 1-101 *119 St / Inlet 113, 7` TANK SETBACK INFORMATION St/ WOutlet , $a' vent to TANK TO P / L WELL BLDG. ROAD Dt Inlet Septic NA Dt Bottom% eod;z~~7 Al Dosing A Header-f- a Rio o.1s' ,/029 ' Aeration A Dist. Pipe Holding Bot. System 3 8 V ob1641 PUMP / SIPHON INFORMATION Final Grade c)-r' 5 ' Demand GPM Ion steDia. Dist. To Well is IL ABSORPTION SYSTEM SO No. Of Pits Inside Dia. Liquid Depth BED/TRENCH width Length No. Of Trenches DIME DIMEN I N SETBACK SYSTEM TO P / L BLDG WELL LAKE/ STREAM CRAM Mode Number: INFORMATION Type O tlokN^ C~~6r OR IT r System: DISTRIBUTION SYSTEM Distribution Pipe(s) Hole Size x pacing Vent TO-Ar Intake Header/Manifold / Length Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or A rade Systems Only De th Over xx Depth Of xx Seeded / Sodded xx Mulched Depth Over p Yes ❑ No Bed / Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No [I COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: WARREN 32.29.18,SW,NW 651 100H STREET LOT 2 3 (~-/~~dlc,r)1dGCGC.tCC'Y1 7.€~G Plan revision required? ❑ Yes Ua'113-0 Use other side for additional information. Date Inspector's Signature Cert. No. SBD-6710 (R 05/91) ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: Safety and Buildings Division *6consin SANITARY PERMIT APPLICATION 201 E. Washington Ave. In accord with ILHR 83 -05, Wis. Adm. Code P.O. Box 7969 Department of Commerce Madison, WI 53707-7969 • Attach complete plans (to the county copy only) for the system, on paper not less County 1~( than 8 1/2 x 11 inches in size. S't. V,% • See reverse side for instructions for completing this application State Sanitary Permit Number 9&1©10 The information you provide may be used by other government agency programs E] Check if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I ATI N INFORMATION -PLEASE PRINT ALL INF RMATION + C~ p. Property Name Property Location !p or) W + o. (,3 1/4 !V la 1/4, S 5A T 51/ , N, R tj FO. r Property Owner's Mailin Address Lot NumberrA Block Number City, State Zip Code Phone Number Subdivision Name or CSM Number D 7 1/ IL TYPE BUILDING: (check one) ❑ State Owned ❑ !t~ g Nearest Roa~,~ ❑ Vlt a e Public 1 or 2 Family Dwelling - No. of bedrooms Town OF (J O V'V" +v l III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) o ~ d1 • /0 ~I - y o -ago 1 E] Apartment/ Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. XNew 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System System Tank Only- Existing System ---------Exist -inq System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 121KSeepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System-In-Fill VI: ABSORPTION SYSTEM INFORMATION: 1_ Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5_ Perc. Rate 6. Syste m Elev. 7. Final Grade ,1~~ Requti-red (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) /e 70 r Elevation 'S1` ..rL6..3 15*2'.6Z IV 99.S Feet o Feet VII. TANK Capacity Sate in gallons Total # of Prefab. Fiber- Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App New Existin structed Tanks Tanks Septic Tank or Holding Tank A51" U3 e 91 Lift Pump Tank /Siphon Chamber ❑ El ❑ ❑ ❑ VIII RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name" Int) Plumber's Sign to : No Stamps) MPRSW No.: Business Phone Number: 1 v t w ~ o t.J e V'~,S /5 &_3 2I $''01 6 Plumber's Ac dress (Street, Cit ,State, Zip Code): 9 f S_ _ P..t a) /Q~ ntcrrt t✓.~ d IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate slue Issuing A ent Signa t s pproved ❑ Owner Given Initial Surcharge Fee) /Sv rh Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD•6398 (R 11/96) DISTRIBUTION: original to County, One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1- A sanitary permit is valid for two (2) years- 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3_ All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD-6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608-266-3151. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new/or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. V11I. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g_ MP, etc.), . address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County / Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon, tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. 1 I ~ I i t c 4 rrh et;5 I + + nl b _ S , : I t OI 1 , I IL ~a doe ' I I 1 I I _ I ~ j I I ~ i~ I I ~ I I OZI t j I- E 1_ f , 1 _ I I I I I I , , ~ I 1-- I I I I I I t 1 { , , I I 1 I I I I A I I ~ I , I I ~ ~ t l l l I~ I 1-- I I I 1 I , I t ' I I ~ ~ I I t ~ I I ~ I ~ I ~ I I ~ I I I I I ! I - i- -1 I ~ I ~ I 1 y I i I ~ I I I ~ j ~ i ( I I I I i I I ~ t , I I !IM ~ 29 ~ I I I I , , I - t ~ I I I i ~ , j I I I ~ : t . 1 I I 1 1 I I , I I I I I i I : I : I f I I I I 1 ' ~ } I I ' 1 I I I I ! ' I i I I i I i I + I I ~ I } ~ I I- { I I I I-- - j - I 1 I I - - i ~ I I I y ~ ~ r I I ~I ~ I ~ i l i l I~~ ~ I I I i ~ I I I I ~ I I I~~ I I I I I ~ I I I I ~ I I I I ~ I I I 4 I - - - -I I = r r ~ - ~ L_ j I I I I ~ I I I I i I i II I , I I I ~ ! I ~I I I 1 1 I y I , i I I , I, I , I I T _ I I I I~ ~ I I I - _ ~ I I - t I- I-_ r - - I I I j I I - 1 I I 7 ~ tt I I ~ ~ I I I I I I ~ ~ I _ ! I i I I -I- j I f I - I I i I r- I + I I i i ~ I I I I ' i I I I I I ~ I I I r f j I 1 i I 1- I I Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page _ of Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, rA ZAQ 'Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Planot limited to vertical and horizon tal reference point (BM), direction and % of P D. dimensioned, north arrow, and locati?n and distance to nearest road. APPLICANTNINFORMATION-PLEASE PRINT ALL INFORMATION tj BY DATE PROP PITY OWNER: PIS PTY LO 4 ° We GO (T-, v G T, .Z9 N,R / 8 J W JC' A O # PROPERTY OWNER~:SMAILING ADDRESS LOT # BL SU CSM # O W .SJ• CITY, S T ZIP CODE PHONE NUMBER ❑CITY NEAREST ROAD -3oz. /aa St, o Cr S 4 (WS) 749 jx] New Construction Use Residential ! Number of bedrooms rSed ( 3~ [ ]Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow S6 gpd it. DSO Recommended design loading rate? bed, gpd/ft2p trench, gpd1ft2 tom= Piti fq Absorption area required P. S bed, ft2- S7r trench, ft2 Maximum design I ading rate bed, gpd/ft2,$_ trench, gpd1ft2 ='~tp r Recommended infi tration surface elevation(s)e. Hi fr`L 107' t,e t& 49.E 1 R'-1~•ft (as referred to site plan benchmark) d S~ T Additional design / site considerations S 4a e • wbo e% o Parent material (!gll L, G V i&l Flood plain elevation, if applicable ft `S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem ®S ❑U ®S ❑U ®S ❑U caS ❑U EIS ®U [3S ®U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Ba.lndaty Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trer& :..-:X*X .`.,.:r F 51k NV Fr C $ d, JOU'R Z/1 w' k ,Z . 'S(-.2•~J ro 31;L Z Al Ak M Fr AS 3M $ .41 Ground 3 0 O S .2 M Sbk r1 Fr' S 3 m 1.5 . eley. l ,L 2 In 56k pi Fr A S Z >M 5 AL? ft. T 34 - 48 /0' e .2~~Z ~i • Depth to 8• sg 7.!~ Ship z m Sb In F/' S z 1'n 5 limiting I 'Jrs•/~C $ factor N 6 g -45 /o ye SO P? 4' a .5 1 Vf is Ito M /V L Remarks: B % oring # 16-)l 100 ZI 1 5~ L 2, r►+ 3tk IM Vr C S 3 co 5 Z 2 17-42 OVA z~z Si L 2 Ak. M Fir A.5 3 7,9 4. P c m P €AIP 3 IA4Z7.sR Ground 7,5y G / elev. 02 Z LQ~• Depth to limiting factort~~ N F -t Remarks: r/ CST Name: Please Print Phone: Address: Signature: J Dater/a3 CST Numbers PROPERTY OWNER SOIL DESCRIPTION REPORT Page -of ` PARCEL I.D. # Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound3Iy Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench ~r5 .1 h a -1 /0 X 211 51k i'r C S 3 co :5 y, 33 , S.G z rA s bk My f r e S 3 rv% 5 Ground 3 3-4 ?,S S/G S c~ YYI 1. 14 S 3 io39ft. Y-94 7-eve G/G S © M s Yn it 1 4 Depth to limiting factor Remarks: Boring # : I D•!G Mpf Z/z Z. Sbk M Pr C -S 30. S ` 'Z o-3.2 7. s R S.L .Z m 5bk V Fr .14 S .Z m • € . ..x.. 3 13213 7.-fvo. Sl S .L~ rh Sbk Y11 Fi A5 F Ground A14 :#P Depth to limiting factor Ayer. Remar r Boring # , F16.a-lZ 4 Z. f sbk M 'Fr Aea 2 2-31. If R Sllo C' j C M MV. -Fi dl 1 M P JV'p. 3.. 31- 57 ? s t- -514 © in Sbk M F; A s I JVP lVp Ground elev. ! 7-XV 7 S R, "(2) S O w~ s M L l , Depth to limiting factor Remarks: I a-ams. 10 e Boring* : ns !l s sAo% 6el-/e ? 01h M : 'h Ground elev. ft. . Depth to limiting - factor Remarks: SBD-8330(8.05/92) a~ Additional notes• 4 1. There's a large depressional area located near the intersection of 65th Ave, and I00th St. This area does flood during the spring and heavy storm events. We shot an elevation on a low point in the the road of 100th St,, using the road as the High Water Level (H.W.L,), elevation 1000 ssumption, 1. Keep system elevations above elevation 100.0 Soi i boring -111 1, #'2), and #3 were assumed to be used as the replacement svst.em. A mound can be used here and remain above elevation 100.0. A, diversion or some gradina will be needed to divert runoff away from back side of mound system. 3. Soil boring 03, 04, and ~`5. We assumed a convetional system, trenches; 1 high and 1 low, Wi 11 need to excavate soi 1 trom proposed primary system site to maintain the 42" vertical distance from ground elevation to distribution pipe. Observation pipes on trenches steal l be above elevation 100 5 PAGE OF Cro J~ JCC~IUf'1 Q ~C1~ ~y SILn'1 Fra►A All Inlel►^And Obtervollon Pips ( 7^ Approved Vonl Cap Minimum 12° ADova flnol Grade 20- 42° Above Plpp _ 4° Cast Iron To final 014do Vonl Pipe ►ro. an 11or Or Srmn.tk Co ..Ina win 2- A{I l)ropola Oval Plpa 016111b" lion : Plpa 0 0 0 -Too b° AOOtapata o Bonoa Plpa Puloroled Pipe baler o -C9,01n0 Tarminollno AI 80119am 01 Sf►tam r~ PropoicD I lna-I `grl.ci< 51tcJ..~ lorl / SOIL FILL OISTRIBUTIOF.1 PIPE APPROVED Sy1JT4ETIC cOVCR- '"a"MATERIAl- OR 9° OF STRAW 20 OFl1,GGREGAIE OR MARSH HAy I:LEV.TF 67 FEET-~ ~•°1$' l.•~0P12 -2t~2 AGGREGATE ~p 1-5 %L1 OISTRI15UTIO&j PIPE TO BE AT LEAS7 CK r INCHES BELOW ORIGIMAL GRADE AQU AT LEASTtO INCHES BUT 1.10 MORE THAW tit IAICHES BELOW FINAL GRADE M x1mum Dapr i OF F_XcAs/Arico FKom OR16VAL 69AD~ WILL BE IIJCHES 1' PMUM OFTrtt of EXCAVATION FROM 0~144JAL GRADE WILL BE 3a INCHES SIGI.IEO: LICEIJSC AJUMBER: ~r 97 DATE T 10 /,Department of Industry, SOIL AND SITE lI y A L- Lf A T I Q N R E P Q R T Pte--- of Aumar. Relations - + of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code ` ~ _QN OT Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but %r not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. a*--nensioned, north arrow, and Iocatip and distance to nearest road. ..?PLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROP RTY OWNER: PROPERTY LOCATION XO 6: i.J W C Y GOVT. LOT 5 114 1I4.S3 z •T, ,Z•9 N,R f f av) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK ft SUED. NAME OR CSM O 06 n4- CITY, § TAT ZIP CODE PHONE NUMBER [-]CITY EIVILLAGE (MOWN NEAREST ROAD /00 S t , o Cr X S D (7/s) -j! 2-.Z_ 2_1 zvlhl_~ New Construction Use [yt;] Residential I Number of bedrooms 22reX&Seal (3) Addition to existing building j ] Replacement Public or commercial describe Code derived daily flow Sra gpd . R Aso Recommended design loading rate 7 _ bed, gpd/ft2F tench, gpd/it2 ? = I~f► 2 ti tench, gpd/ft2 R -1~Cp Absorption area required Jr. L5o bed, ft2p S7S tench, ft2 Maximum design loading rafep~ bed, gpd/ft2An~ Recommended infiltration surface elevation(s)P.8;+,,.1 W.' j,' 4" q9 S jR-J0I•ft (as referred to site plan benchmark) Additional design/ site considerations 6 e e ~ wbo e% u0. ° Sce afl~acf .S~C~~ Parent material •O V /a s' Flood plain elevation, if applicable It FU = Suitable for system coNVENnONAL MOUND 1N-GROUND PRESSURE AT-GRADE SYSTEM IN I'LL HOLDING TANK =Unsuitable fors stem ® S ❑ U ®S El U I ®S ❑ U S ❑ U I ❑ S ® U El S ® U • SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourday Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. I Bed rerrt~ GA a_ 1 O Z1 .L l F Sbk lrly r G S 3 co S ,.Z 'y'-~•y ~o R 317- S% .L z m sbk m Fr A S 3 >m 5 . ~ Ground 3 Y-34, 2,S : • zl o • S• ,L 2 m 6bk' m, Fr' C S 3 >r elev Tfl 34 -Jl >0 Q .2 Jot' L z m SLk" M Fr A S Z m , 5 , SC m S6A m Fr s z m s Depth to S 8' S 7, j ,c 6N limiting s y,. G 8 factor 6-` ~~S /O C " ,Z ! S~► /V IL Ic s V /V Z_ Remarks: v Boring # U17 IM S l e, z 13 Z 11-7-4-4 o R 2)Z S, L 2 M .Sbk (A Fr A 5 3 r~ ~ • 3 kz-% 7j ~c .sly y P o m my ; - 1 P N P Ground elev. y (00•~ ft I Depth to limiting factor y F-T Remarks: CST Name: Please Print 7- J 00E Phone: 7 J5-- 6 9~ ---a36~ Date: CST Number: _ raye _v. URCEL LD, I Borin # Horizon Depth, Dominant Color Mottles Structure GPD/ft . 9 Texture Consistence Barxt y Roots in. Munsell Du. Sz. Cont Color Gr. Sz. Sh. Bed T-wth Ci -15 10%K Z) I IL Z sbk,^ c s 3 ~o s i 3 z -33 /o ld s,(- z YA sbk mV ~Fr e S_ 3 m, s Ground elev ' 3 ~3-0 7•9t elev.9 - al ft W-76 ?s x 106 S o r►'1 s 1r~'l 1.. F g Depth to , limiting factor Remarks: ~o ririg # ( i . P., lb M .5 S, 10 -:3a C11 Fr AS Z r v%' Ground 3 2- 3 7. S,t Sf .S' .L~ m Sbk S F elevS 3-lam s o 1ft Cos 1~l ,C - . ? Depth to " . _ limiting -.factor \ Remar • ~ C m Boeing # J . . o - /Z ti Z _F Ak • r1.•Fr /4y, r:... CI S eo , S 5 y z z-3.1..7.5 ~l~ m C 1 C 1 Pitt. f'i S m P/ P Ground 3_ 31- S7 7s C_ 511, O ` ScL ;_I. M Sbk AS Np N~ ` eleV. rn s r'1 l , Depth to Limiting , factor Remarks: t a. e Boring xnsAll s sy~nvK .6d1.0 Ground elev. Depth to limiting factor 4 36"S0 ffi 0f Df 0 (CL?JyL?~ht^~ sz~ n oF.(_r imCKS (.t1RRPEl1L---I~i-S• ~O/x ~UV~ .Soi B~ f ►.t 1Y15 ncc-Lina ' q~ Con-four ,Ll ass - - 1 373 0 SCcQ 1~___... 98' ~ po. O Ofd- Q S Q.S fc5sl6lC. r, Pipe oQ 2- S 6 u5 _2I3.1y1., z _c A v_,_.1_Q I X05 ~~.Gc!_re L ~ • X03 v - / ~ / x x 7C 79" aP~ 373 - -e r) ce e o~ ed je a~ Wc~x~s , . 3 23 -zoo . There's a large depres, mal area located neap the intersection of 65th Ave. and 100th St. This area does flood during the spring and heavy storm events. 'We shot an elevation on a. low point in the the road of 100th St., using the road as the High Water Level (H.W.L.), elevation 100.0 Y Assumption: 1. Keep system elevations above elevation 100.0. 2. Soil boring -1111, 412, and -`13 were assumed to be used as the replacement system. A mound can be used here and remain above elevation 100.0. A diversion or some grading will be needed to divert runoff away from back side of mound system. 3. Soil boring X3,'114, and '1115. We assumed a convetional system, -2 trenches; J high and 1 low. Will need to excavate soil from proposed primary system site to maintain the 42" vertical distance from ground elevation to distribution pipe. Observation pipes on trenches shall be above elevation 100.5. This application form is to be completed in full and signed by the F owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner/contractor, (spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of property )~iGt h c ; n -gy m ~5 Location of property_5k$ 1/4juW 1/4, Section 3. ,TAN-R_ _W Township r Y^ Mailing address /Q 9f Ca~G y►~.w //~u.Q~ / ' Address of site 3 5 / 0 '4: /0.4„ZkK air- Subdivision name /A--e~/B(~ Lot no. ~V Other homes on property? Yes__,K__~N~ Previous owner of property Total size of property 4.C Mc%-% Total size of parcel Date parcel was created jvyu- 9 Are all corners and lot lines identifiable? Yes No Is this property being developed for ('spec house) ? Yes No Volume /pIY7 and Page Number Q03 as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A-WARRANTY•:DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER AND THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in the office of the County Register of Deeds as Document No. _ S~13 40 , and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the office of the County Register of Deeds as Document No. Signature of Applica Co-Applicant Date of Signature Date of Signature f STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER n. w t i A P. o r~ d 1 57t r AL41MG ADDRESS l,.% 4," o-t, M4 S /l fl PROPERTY ADDRESS b~ bA4--i51- (location of septic system) Please obtain from the Plannin ept. CITY/STATE _jfi hgt42 ' w r PROPERTY LOCATION S &J V4, A SO 1/4, Section .3a , T__!a~N-R /9 W TOWN OF l~ cl r t- K ST. CROIX COUNTY, WI SUBDIVISION A) A= LOT NUMBER oZ CERTIFIEDSURVEYMAP VOLUME PAGE LOT NUMBER 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 licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewai z disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. I/We, the undersigned have read the above requirements and agree to maintain the private sewage .disposal system in. accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your septic has been maintained must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three year expiration date. SIGNED: /:/t- /12~ DATE: St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 1-715-386-1548 MIDAMERICA MORTGAGE 909 P01 AUG 14 '97 11:33 1.111VLI', 'A jLLL I' I dj1,1Kj jl.I 1 11 "1 , 1J Jj I . U1 5GIL340 wrrt a+K~wva 1-.vnl 7 test WARRANT'! DEED QOCUMINY NO Y~ - ST. CNIX Cn„ w1 ;i VevaM CanstrucLion. 'sny.. _ i aum z 3 1991 . t 10:25 AM cTM~Eys and Nan+nts NT . . .tt.>~ui10fiisi~r, _ ,,y.ou ~'rS0[1 ~ _ . _ _ . •_M - • It+q{str at D~a~ E ! I~ _ _ . _ _ _ TIM! SPACE +ESEAVID ran ■[CDT{aiNO DATA _ - MANE AND NTU+ AMNESS acts- .T' I s- ;10'7f4' YIDAYE 84 HIJD~Q[~f 1 tditD*4 did at" teal r&ue is goo $r ; Ilk c`o,~uri. lCril+s d MKwerdr: Hudson 154019 It 042-1091-40-200 - f1 (lhttcO 14eatiTintioa Number) i1 A parcel of laird located in the SWIA of the NWIA aril the NW1/4 of the SW4 of Section 32, 729N, R18W, Town of Warren. Said parcel being Lot 4 of the Certified Survey !'dip, filed necember 3,1996, in Vol. 11, page 3191, Doc. No. 552833, St. Croix County, Wisconsin. t. TPA?NFER FEE • ~ T" is not. V. s:EC~r+w~nta~+,+•.,;~,: Ensements, restrictions and rights--of-way of record, if any. I A e thwd aM. dew td 97. y I; Vevang Conatru/cttiion Company y: Q Lr•.~t., it 'H. ICFA1,! 1ty7 ~ j.,5,°i,r Briar? V( . -a (srnt.t II • VIA, II ~ Ir AtIIIrFNZtR'•'YtQN A('KNOw41:UGMFNT I S'fA'r'1i 01 WISCONSIN } II St, Croix n, .I +~,i• Lil „I I11 nuoall~ ,.u.. ha S,•,: ulr Ihi. d;ll UI I ~h. b,•,r n..i„•J i, 5. f0 W ThiF••instrument drafted by Michael Erickson Job No. 96-88 CERTIFIED SURVEY MAP Located in part of the SW} of the NW} and in Part of the NWj of the SW}, all in Section 32, T29N, R18W, Town of Warren, St. Croix County, Wisconsin. ~NW Corner LCT'I LOT 3 I Section 32 C.S.M. V~_-L.!B, P G-2217 N Yt A 043S V1 00 o ~o H AV~NU~ ° , IIE 1330.31' !sal 611.90'll~f1AR~ I m 65 T N81 12 611 .90 'I op E1 evn pipe .s' w UL T f ! 01297.00,' g97.45 , • m o 718.411 1 ° 12' 07"E ' • ' ' a 1` i Ca............•' 0 ou u M. • ~ 1ArK~ 1 J° t BE Center i ne-Centor1;ne 33' 33' - 1 ' i0 In r Ce 996:00,. c u o UZ "o z E1 e / 5U Year High Water Ele ation = 993.09 vs' F 1 c I r- 0. v a r~ 1- N LOT 2 Cj ti 111.51 Ar.res Inc. R/W 7 _ ° rig, w r. 633,022 S(I. Vt. •-U1) LO u~ (n C- u c, ° (r)I ~U ~]I 13.42 Acres Exc. R/W ^ L_ o v o^ Iii 584,078 Sq. Ft. , ) Z i: 'D LOT 1 (a1 J V C3 <1 it ` ° G P~~aS Ui 16.01 Acres Inc. R/W JI nree.S of D~I C97,459 Sq. Ft.. pl " i 6.5'-a. + I ~ I 15.44 Acres Exc. R/Ir'~(~ E-I k Corner _ -w - SW - N'd ` 672,811 Sq. Ft. Section 32 E- UA-t NA - SW~ (n i Vol 4L 3 N - 50 Year Flood L i ne l3 ~n 5(~ ~~~r4~ o Elevation = 993.09 N 7u.T.. i v1 I- i M U! ~3 0 589°38'29"W L~J '3 63.00' l ~I I N45°56' 44"W 3 N' 0 0 98'607 S89°38'29"W 578.89' lb s. T_ V) in C~ M M ` ,Pjn.. .u - , a L - 1 - 626.12' .r 65 8. 589 38'2 "W 1317.821 W -4 0 LOT 3 ' 13,31 Acres Inc R/W (n UII \^t ^ , • 1 .4 7 (?c2 S-.. Ft. I I N o o+ i r JI o 0 3 (112.98 Acres Exc. R/W V J `1 o o i` Q I )'..''N 565,432 Sq. Ft. o d ZI lr M ro ° 0 ~Yr, u, d N Br o Z F4/~ t N89°38'29"E 1318.35' 194.62' 41 3_- 1285.35' 0 627.00 cnl S89°38'29"W 658.35' - -33.00' • 660.001 1 L~i i EC LANDS LOT 4 gi u[----jPL.- -Legend U Q1 4.65 Acres Inc, ft/W & Aluminum County Section Monumont Found s r; 202,744 Sq. Ft. M IV olo 0 o U o 111 x 2411 Iron Pipe Set, nsighing 1.68 ri M M $ wl 1 4.42 Acres Exc. R/W lbs per linear foot • 191 a en-r ry. ct. ' lux Roadway .~iot..'3Ci: 11n6 = 66 331d I I rl , I -1. Existing Fenceline + r.,7.rn1 t G