Loading...
HomeMy WebLinkAbout022-1026-60-100 h p °eq, I oa CD I o a o ~ I e I 0 0 N I N I ~ I ~ I ca ~ I 't o o I m I c aNi •y' I z o I C U LL O C. 3 zo I 3 co v ~ I z I co W o - o v Z I m m a) H z a m o oz o v z v) t- N Z a cri 5 (D I o c L I O 0 z z I N z I m ~ N I N r N a m m m ~~yy _w - d a c o ~i c+) o N C Crr d c N Z N > O ° 0 cA Z C •W*A ~aaa y a V I 0 J U) .0 LO LO U! ~ rn rn z I ° O N N .a E v N a) a O m N U O d Q (n c6 co H H to In O d > ° c c d a o f C D CUI) U W C 40. 04 (D N C ICI L H N '00 r' W I N N cn> U C L N m C O U O O ,R • o o Y Y N o Z z z con I 0 _ CC ~ • eC a y m a c E c c _1 A ti (L 0) u • i r Parcel 022-1026-60-100 01/23/2006 11:09 AM PAGE 1 OF 1 Alt. Parcel 09.28.19.141D 022 - TOWN OF KINNICKINNIC Current X' ST. CROIX COUNTY, WISCONSIN 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 - KUETHER, DAVID T DAVID T KUETHER PO BOX 205 RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description COULEE TR SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.170 Plat: N/A-NOT AVAILABLE SEC 9 T28N R18W PT NE SE BEING LOT 2 CSM Block/Condo Bldg: 11/2979 2.17 ACRES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 09-28N-19W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1137/90 QC 2005 SUMMARY Bill Fair Market Value: Assessed with: 143232 205,900 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.170 40,000 168,200 208,200 NO Totals for 2005: General Property 2.170 40,000 168,200 208,200 Woodland 0.000 0 0 Totals for 2004: General Property 2.170 20,000 124,500 144,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 139 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 r CID 0) I 9 FILED 1996 Q 2 8 UG 2 4 1995 ► AUG KATHLEEN N WALSH 12 Register of DeeCs X CpUNTY SL Croix Co., WI RECORD 532974 w N /a. 00 010.- uJ.) CERTIFIED SURVEY MAP LOCATED IN THE NE 1/4 OF THE SE 1/4 OF SECTION 9, T28N, R18W, TOWN OF KINNICKINNIC, ST. CR01X COUNTY, WI. PREPARED FOR: TED KUETHER NOTE: BEARINGS ARE REFERENCED TO E 114 CORNER OF SECTION THE EAST LINE OF THE SE 114. 9. (COUNTY MONUMENT (BASED ON RECORD BEARINGS). FOUND). UNPLATTE.. LA.........NDS .................D N 89°30' 23"E 561.66' (D S89°30' 23" W 752.53' _ i NORTH LINE OF THE NE-SE WEST LINE OF THE NE-SE ~fl m D i N -•1 p z z :D LOT I :C o 4 ' T O ; rn a 15.22 ACRES L4 20 ( 662, 915 SO. FT.) o ; r- ono, m N CT) O 14. 85 AC. EXCL. R. 0. W. : _4 m (646,792 SO. FT.) %M ro _ CA o .z rn N 89053'00"E m 16. 07' ~O N HOUSE--*~" N 89°53' 03"E 1 180. 50' rn SE CORNER OF SECTION 9. (COUNTY MONUMENT t- ;PPt11pO.-_i Z I FOUND). a LOT 2 0 ^ eD e U e 2.17 AC. Aub 2 4 93y w DR I VE 1 4 LOT 2 AREAS ;M o f p m o 2.17 ACRES (94,720 SO. FT.) ST. C:ROIX COLIff, e $ 2.00 AC. EXCL. R.O.W. \ (87,294 $O. FT.) Comprehensive Pfz-'ic \ 01 Zoning and Q 9 ~ ro - Parks Commii2(C-1 HWY. SETBACK O _ rn - O If not recorded cn o S 89°21' 39"W 595. 10' ' within 30 da~-,oaf 414. 4' 180. 6' I °y approval drtNY.~-.~ _ a 15. 1 eQ. _ w approval shaBb•I L w _S 8953' 03"& _595. 61' ntl & void SOUTH L I NE. OF THE rJE-SE iy UNPLATTED LANDS G0 Aj"j°3r 0 SET I" X 24" IRON PIPE WEIGHING 1. 13LBS. WEBER' PER LINEAR FOOT. S 1804 • = 1" IRON PIPE FOUND. SPRING VALLEY ! + WIS. i 0 rmemo 09,~ f y0`~. 200 0 200 400 600 °''t~oce11RO~ tip JAMES M. WEBER S-1804 GRAPHIC SCALE - FEET NELSEN-WEBER LAND SURVEYING DATED TH I SA-\- DAY OF i-*Z 4 1995. 95-82 THIS INSTRUMENT DRAFTED BY JIM WEBER SHEET I OF 2 Vol. 11 Page 2979 E STEINER PLUMB & ELEC INC 7154258818 P.01 STC 104 AS auILT SANITARY SYSTEM REPORT OWNEF ADDRESS_1L a C QL ~J• ! SUBDIVISION CSM# u SECTION W, Town o , ST. CROIX COUNTY, WISCONSIN PLAN VIEW ~ SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM i i I zNDZ GATE: NORTH ARJROW Provide setback ancf elevation infor'ntation-on t-c~vct: r _ of this fot-m_ Provide 2 dimension, to cetnter- cif: chtic' tank Cl,ltnl)(de cover. STEINER PLUMB & ELEC INC 7154258818 P.03 r i BBNCIiMARK J ALTi ERNATE BM: SEPTIC TANK ~ 1/ PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: W-4e Liquid Capacity: Setback from: Well 0 V0+ liouse_ ,J,._ other_ (r, Pump: Manufacturer i t/-A Model,gAlriinSize_f Float separation Gallons/cycle: 3 Alarm Location ` SOIL ABSORPTION SYSTEM Width: Length Number of trenches Distance & Direction to nearest prop- line: Setback from: well., 3'Y6 douse 62 76' other ELEVATIONS Building Sewer ST Inlet. ST outlet PC inlet-__ PC bottom Pump Off deader/Manifold Bottom of system Existing Grade- final grade DATI-l' OF INSTALLATION: r PLUMBER ON JOB., LICENSE NUMBER: I ~NSPE,CTOR: :3/93: jt J~lnn STEINER PLUMB & ELEC INC 7154258818 P.02 ~ 0 R ~ M Scale 1 = GO 4104es~.w,.. eOl IGia'iti f /pu tv 0 O tgz Lo t a2 e ~ 3 Sple., Vev. Ia1.6O~ 4of 4e t Cook Aeo.$ -el C oulee Tro;I ~-c Le _ p~ i INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic: taft~; maritroie rover. Wmomin Department of Industry, PRIVATE SEWAGE SYSTEM County: Labor and Human Relatiops INSPECTION REPORT ST. CROIX Safety and Buildings Division GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-: Permit Holder's Name: ❑ City ❑ Village Town of: State Plan V.: KUETHER, DAVID T. CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet Vent TANK TO P/ L WELL BLDG. A irIto ntake ROAD Dt Inlet Air Septic NA Dt Bottom Dosing NA Header/ Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand Model Number GPM TDH Lift Friction System TDH Ft Forcemain Length Dia. Fi Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No_ Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: SETBACK INFORMATION Type O CHAMBER Mode Number: System: OR UNIT L_ I DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. "-I- 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 COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: Kinnickinnic.9.28.18W, NE, SE, Lot 2, Coulee Trail .l Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert. No ,I ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: i ~i - ~C. Q SANITARY PERMIT APPLICATION COUNTY V ~I`Itf71n In accord with ILHR 83.05, Wis. Adm. Code St Croix STATE SAD(ITARY PEFj~iAJT # -Attach complete plans (to the county copy only) for the system, on paper not less than V! (14LIr / Soll]~_ 8% x 11 inches in size. ❑ Check if revision to previous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. S95-41355 PROPERTY OWNER PROPERTY LOCATION David Ted Kuether NE '/4 SF '/4, S 9 T 23 , N, R 18 XRAFA W PROPERTY OWNER'S MAILING ADDRESS ooLOT # BLOCK # IM Coulee Trail << 0 2 N/A 2 N CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER Roberts WI 154023 715 425-260E Volume 11 Pa a 2979 NEAREST ROAD II. TYPE OF BUILDING: (Check one) F] State Owned M TOWN OF: Kinnic-kinni : Coulee Trail ❑ Public © 1 or 2 Fam. Dwelling-# Of bedrooms -I- PARCEL TAX NUMBER( 5) III. BUILDING USE: (If building type is public, check all that apply) 022-1026-60100 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Re ational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 40 Church/School 80 Mobile Home Park 12 ❑ Service Station/Car Wash 50 Hotel/Motel 9 ❑ Office/Factory 130 Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. ® New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit 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 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 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. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION 450 375 375 .5 101.60Feet Feet VII. TANK CAPACITY Site in allons Total # of Prefab. Fiber- Exper. INFORMATION New isting Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tanks structed Septic Tank or*WW*iy1W* 11 1 Lift Pump Tanta r 86 800 1 1 Weeks El 0 11 1 0 D VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): P be 's Signatur (No tamps) PP/MRW No.: Business Phone Number: 1 Paul C.J. Steiner 49a 6780 715 425-5544 Plumber's Address (Street, City, State, Zip Co e): / N8230 945th Street; River Falls WI 54022 ' IX. COUNTY/DEPARTMENT USE ONLY Disapproved pitary Permit Fee (includes Groundwater Date Issued [as in Agent S' re (No Stamps Approved ❑ Owner Given Initial Surcharge Fee) IL9 Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398(R.08/93) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber INSTRUCOMONS " 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Administrative Code will tie applicable. 3. All revisions to this permit must be approved by the permit issuing authority. Il'''l 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal Form (SB€7 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 & Buildings Division, 608-266-3815. 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. Il. 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 in 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. `_---V+. sor tion system information. Provide all information requested in ##1-7. VII. Tank infor ion. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and man acturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, pump/sip-ft and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. 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% 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 /y 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, ground- water contamination investigations and establishment of standards. SBD-6398 (h.11/88) 3 S95-41355 MOUND SYSTEM n 010 FOR _Ted Kuether 1180 Coulee Trail OF X090 Roberts, WI 54023 5 INDEX Page 1 of 7 ...........................Index Page 2 of 7 ...........................Calculations Page 3 of 7 ...........................Plot Plan Page 4 of 7 ...........................Lateral Layout Page 5 of 7 .........Cross Section Page 5 of 7 ...........................Plan View Page 6 of 7 ...........................Pump Chamber Page 7 of 7 ...........................Pump Curve Located in the NE of the SE a, sec. 9 , . .5 T28 N , R 18 W, Town of Kinnickinnic St Croix Co., Wisconsin. RECEIVED Prepared by Paul C.J. Steiner 0 C T 3 1 1995 Steiner Plumbing and Electric, Inc. SAFVY G ILM. DIV. N8230 945th Street River Falls, Wisconsin 54022 Master Plumber: #6780 Date:-October 30, 1995 CALCULATIONS STEP 1: Absorption area:. 150 gpd/bedroom X 3 = 450 gpd. Table 4: 450 + 1.2 = 375 square feet required. Use 50 f t X 7.5 ft bed Use trenches, ft wide X ft long Z$ -2-, laterals, each-3-&, ft long, 1 manifold, 5.25 spacing between laterals. STEP 2: Table 5: 11 " diameter laterals, diameter holes at 64 spacing between holes. STEP 3: Table 6: holes/lateral, ''t*- gpm discharge rate per lateral. t*- gpm X -23.1' g8_ gpm total discharge. -STEP 4: Table 7: 1 diam. manifold, inlet at center of 5.25 foot long manifold. STEP 5: Design dose volume is 1.50 gal/dose at a rate of 3 times per day. Min. dose volume must be at least 10 X distribution pipe volume. Table 10: 1-15 ddiam. pipe= .064 gal/ft X 100 = 640 X 10= 64 gal. STEP 6: Table 8: Dosing rate = gpm. STEP 7: Table 9: Friction loss in 2 diam. force main, 280 long; '2a t: -`F gpm= ~~l 1-.-5-&. in 100 feet. ELEVATION DIFFERENCE 4.5 FRICTION LOSS 4.43 HEAD 2.50 11.43 TDH page 2 of 7 se I house /aoo . ( U)eeA5 5,1" . ~ g ba 7d I WQ e k',,--. . pay, ~ ~lin~ i 0 o 6 I s d r SyS~P~. bleu. ioi 6©' j~ i { i 1 o t Con r eps for : Ted Ku -e fA e,- C& u I e e T ro i 1 Page 3 of 7 Page 4 Of 7 Distribution Pipe Detail For A Four Lateral Network Alternate Position. Of End Cap Force Main PVC Force Main PVC Distribution Pipe • P oles Equally Spaced PVC Manifold Pipe On Bottom • X S x x 2 Last tole Should Be Next To End Cap p 24 Ft. I S 5.25Ft. X 64 Inches y 660 Inches 4- hole Diameter Inch Lateral Olameter ~ 2 Inch(es) Manifold Diameter 12 Inches Force Main Dlametcr 2 Inches / toles Per Pipe _y5 Invert Elevation Of Laterals 10 2,1 Ft. CROSS SECTION Page 5 Of Straw, Marsh Hay, Or Synthetic Covering Distribution Pipe Medium Sand Topsoil 101.60' stem Elev. 3 b % SIOptl Bed Of 2 - 2 %2 Force Main Plowed Aggregate From Pump Layer 0 1.0 Cross Section Of A Mound System Using E 1-31 .A Bed For The Absorption Area F '8 G 1.00 A 7.5 Ft. H 1.5 PLAN VIEW B 50 Ft. I 20 Ft. J 7 Ft. K 10 Ft. L 70 Ft. Force Main W 34_sn Ft. Observation Pipe--.,,, B K • A w Distribution Bed Of 2~- 2 Pipe Aggregate I Observation Pipe Plan View Of Liound Using A Bed For The Absorption Area PUMP CIIAMIIF:R CROSS SECTION AND SI'F.CIFICATIONS ' Vent Cap Weather Proof Approved Locking Junction Box Manhole Cover 4" C.I.---- 12" Min Vent Pipe ; Final 4" Min Grade ' ' 18" Min Conduit ' 18" Min - ri Approved Inlet Joints w/ C . I . Pipe / Extending pmoved . 3 , Onto oint w/ I Solid . I . Pipe x t e n d i n g A Ground ' Onto ' "bAlarm oiid i ,round 1► ' B-- On Pump - O Q f f 9~, CF-r- Z{."1 ~t~L Concrete Block p SPFCTFICATIONS TANK . PUMP lanufacturer: Weeks Manufacturer: Myers ank Material: _concrL - Hod a1 Nutnbur: 4 '.ink Size $00 callons Switch Tyro Float-__ Total Dynamic Ilead: 11.43 Ft. CAPACITIFS Pump Discharge Rata: 28 GPM 'zooL Total Daily Effluent: 450 Gallons 26-.2 16 or 450.64 Gallons Number of Doscs : 3 Per Day Is or 34-4 43 y-6 Gallons Dose Volume:* 170 Gallons ,.,$.8___►_► or _ 170 0%131 Gallons Notes: 1. See pump curve for 5.52' or 94.36 12O.C Gallons additional performance otal Tank-317" elt E,041. 31 (,ALS information. apacity Required 750 Gallona 2. Pump and alarm are to be ina tal led on a epara t,! circuit ALARM au per ILIIR 16.19 NAC. 3. 3 • IQ Dc>~Scs ~ DIIY I n n u f n c t u r e r: Level Alarm lodel Number: D Switch Type. - _-_Floai- page 6 of 7 A ' Page 7 of 7 M E40 Series MTWW 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 ~ 30 H 25 8 Z O t 20 6 15 F- 4 ~0 I 0 E" 5 2 0 0 0 10 20 0 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805-1923 419/289-1144 FAX 419/289-6658 Telex 98-7443 K3326 7/91 Printed in U.S.A. Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Lat_o end Human Relations Di3ision of Safety ri Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1 "1a,ire*a,n i an mu St. Croix st include, but not limited to vertical and horizontal reference poi direction an ° f pe, scale or PARCEL I.D p. # ending dimensioned, north arrow, and location and dist rtaa.to near4st;rot. ~ REVIEWED BY DATE APPLICANT INFORMATION-PLEASE P ALI, INF61FA,1.'U'ION PROPERTY OWNER: I =J RTY LOCATION Ted Kuether "/,c. LOT NE 114 SE 114,S g T 28 N,R 18 for) W PROPERTY OWNER':S MAILING ADDRESS # BLOCK # ISUBD.NAMEORCSM#: aco~ 1180 Coulee Trl. / na csm pending CITY, STATE ZIP CODE P ER.- \ CITY ❑VILLAGE MOWN NEAREST ROAD Roberts WI. 54023 (71 k~k Coulee Trl. New Construction Use (x] Residential / Number of bedrooms 3 Addition to existing building (J Replacement Public or commercial describe Code derived daily flow 450 god Recommended design loading rate .4 bed, gpd/ft2 .5 trench, gpd/ft2 Absorption area required 375 bed. ft2 375 trench, ft2 Maximum design loading rate .4 bed, gpd/k2 .5 trench, gpd/1112 Recommended infiltration surface elevation(s) 101.60 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material glacial drift over sandstone uplands Flood plain elevation, if applicable na ft S = Suitable for System CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem C3 S CAF C3 S ❑ U [3 S 13U ❑ S 13 U ❑ S O U ❑ S Emu SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Motbes Texture Structure Consistence Bourrby Roots GPD/ft in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Tmr& 1 0-13 10yr3/3 none L 2msbk mfr gw 2f .5 .6 :>s <1 2 13-2 10yr4/4 none sil 2msbk mfr gw if .5 .6 A Ground 3 26-37 10yr5/4 none sil lfsb'{ mfr gw if .2 .3 100.6 4 37-60 10yr3/4 fld 7.5yr5/8 sicl lmsbk mfr 9W na .2 :.3 ft. Depth to 5 60-70 10yr5/4 none is Osg mvfr na na .7 .8 limiting factor 37" Remarks: Boring # 1 0-8 10yr3/3 none L 2msbk mfr 9w 2f .5 .6 I' 2 ? 2 8-21 10yr4/4 none sil 2msbk mfr gw If .5 .6 3 21-34 10yr4/4 none sl 2msbk mfr gw na .5 €.6 Ground elev. 4 34-48 10yr3/4 none scl lmsbk mfr gw na .2 j.3 100. 61t. 5 48-60 10yr5/4 none fragm nted sand tone Depth to limiting factor 48" 7_1 Remarks: CST Name _Please Print Gary L. Steel Phone' 715-246-6200 Address: 1554 00th. Ave. New Richmond, WI. 54017 Signature: Date: CST Number: 1 4 2L=4 7-19-95 cstm 02298 Ted Kuether PROPERTY OWNER SOIL DESCRIPTION REPORT Pagz ~o; 3 PARCEL I.D. # pending Depth Dominant Color Mottles Structure GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Baixiary Roots Bed iTOnch 1 1 0-10 10yr3/3 none L 2msbk mfr gw 2f .5 1.6 3 i 2 10-23 10yr4/4 none scl 2msbk mfr gw if .4 .5 Ground 3 3-36 7.5yr4/4 none sl lmsbk mfr gw na .4 .5 ~ elev. 99.~ft. 4 6-55 7.5yr4/6 c2p 7.5yr5/8 sl lmsbk mfr gw na .4 .5 Depth to 5 5-66 10yr5/4 c2p 7.5yr5/8 sicl M na na na np .2 limiting factor 36" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # htii ii4nw<i9:i-iYtiGround elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. f Depth to limiting factor Remarks: SBD-8330(R.05/92) , Y STEEL'S SOIL SERVICE Gary L. Steel Ted Kuether 1554 200th Ave. CSTM2298 NE4SE4 S9-T28N-R18w New Richmond, WI 54017 MPRSW 3254 town of Kinnickinnic (715) 246-6200 I N 1"=40' BM.= top of midlot line survey stake C el. 100' z Can ~ 2 IV~ nv~N D mss; 3 n5 ~d C '6 v~ILC I. Gary L. Steel 7-10-95 9 FILED AUG 2 4 1995 ► C KATHLEEN H WALSH 1p Register of Deeds SL Croix Co., Wl 532974 c-V N Ala. 00 e lg oj'_a~ CERTIFIED SURVEY MAP LOCATED IN THE NE 1/4 OF THE SE 1/4 OF SECTION 9, T28N, R18W, TOWN OF KINNICKINNIC, ST. CROIX COUNTY, WI. PREPARED FOR: TED KUETHER NOTE: BEARINGS ARE REFERENCED TO E 114 CORNER OF SECTION THE EAST LINE OF THE SE 114. 9. (COUNTY MONUMENT (BASED ON RECORD BEARINGS). FOUND). UNPLATTED LANDS O N 89.30' 23" E 561.66' 0 S89-30' 23"W 752. 53' NORTH LINE OF THE NE-SE O WEST LINE OF THE NE-SE ~J M D N cn z z LOT I Obi` c 1 On M 15.22 ACRES 'Z O ( 662, 915 SO. FT.) rn p 14.85 AC. EXCL. R. 0. W. a' cn m (646,792 SO. FT.) M ro _ CO ( a o .v o : cn 0 C s m 00" E N 16. 07' N HOUSE N 89053'03"E 1 180. 50' m SE CORNER OF SECTION 9. (CUN P PROfF. 2 ' FOUND )Y MONUMENT A Z LOT 2 o 0 °D cn o 2.17 AC. AUG 2 4 9 y W DRIVE o ib LOT 2 AREAS 00 O N I 0~ o 2.17 ACRES ? ( 94, 720 SO. FT. ) ST. CRO1X Ghli~T r $ 2.00 AC. EXCL. R.O. W. ( r,ic 87, 294 $0. FT. ) Comprehensive PQ vt ~ Zoning and (e ° c^'n Parks Commitin p~ HWY. SETBACK _ p~ 0 if not recorded cn o S 89°21' 39" W 595. 10' (9 co within 30 days of 414.64' 180. 46° ~0. approval da R(~~4.E.~ _ w 415. 1 1 0.5,0, approval sha~.LL- w S 89°53' 03"W--595. 61' ntAl & void SOUTH LINE OF THE NE-SE TOW, UNPLATTED LANDS JAMES M. Y 0 - SET 1" X 24" IRON PIPE WEIGHING 1. 13LBS. WEBER PER LINEAR FOOT. S- 1804 • - 1" IRON PIPE FOUND. ` SPRING VALLEY % I WIS. f % n • 200 0 200 400 600 0 saea~~la~~~ - - 11111111111 JAMES M. WEBER S-1804 GRAPHIC SCALE - FEET NELSEN-WEBER LAND SURVEYING DATED TH I SIA`r` DAY OF V -e C . 1995. 95-82 THIS INSTRUMENT DRAFTED BY JIM WEBER SHEET I OF 2 Vol. 11 Page 2979 IL - STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OVVNER/BUYER David T. Kuether MAILING ADDRESS P 0 Box 205 River Falls WI 54022 PROPERTY ADDRESS 1182 Coulee Trail Roberts WI 54023 (location of septic system) Please obtain from the Planning Dept. CITY/STATE Roberts WI PROPERTY LOCATION NE 1/4, SE 1/4, Section_ 9 T . 28 N-R 18 W TOWN OF KinnicKinnic ST. CROIX COUNTY, WI SUBDPaSION LOT NUMBER ~y79 CERTIFIED SURVEY MAP ,VOLUM>E'~,PAGE2*2'4- ,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 wastewater 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. UWe, 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: / DATE: 09/29/95 St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, Wl 54016 11/93 S T C - 100 This application form is to be completed in full and signed by the 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 David T. Kuether Location of property NE 1/4 SE 1/4, Section 9 , T 28 N-R 18 W Township KinnicKinnic Mailing address PO Bog 205 River Falls WI 54022 Address of site 1182 Coulee Trail Roberts WI 54023 Subdivision name Lot no. other homes on property? Yes x No Previous owner of property E. Ted Kuether Total size of property 2.17 acres Total size of parcel Date parcel was created Are all corners and lot lines identifiable? % Yes No Is this property being developed for (spec house)? Yes No Volume and Page Number- ~ has 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. 532981 , 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. ignature of Applicant Co-Applicant 09/29/95 Date of Signature Date of Signature DOCUMENT NO. STATE BAR OF WISCONSIN FORM 3-1982 THIS SPACE RESERVED FOR RECORDING DATA QUIT CLAIM DEED 532981 0 203 71%G 1 _ E. Ted Kuether and Sylvin S Kuether. husband and wife and each in their own AUG ~ z. 1995 right David T K ether 2: 20 P. quit-claims to t , the following described real estate inert . Croix County, /Q G f,.,• ,a ° State of Wisconsin: 11 RETURN TO / „t ~.F c J` r r c ✓ ti`p' a 77 1 Tax Parcel No. I Lot 2 of Certified Survey blip Volume 11 Page 2979 Located in the NE of the SE - of Section 9, T28N, tl$;d, Town of Kinnickinnic, ,1t. Croix County, Wi. l ' I i This not homestead property. (is) (is not) Dated this 24th day of Nu'pust 79 95. Z - (SEAL) -(SEAL) E. Ted I{uether (SEAL) 4VZT (SEAL) n Kuether AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN Ss. S I 'O6 County. nt' 19 Personally came before me this- '-Z day of authenticated this day of //1~ t't• c•c• 4 U 5-L 19t' the above named TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me know personJ_ ----who executed the authorized by § 706.06, Wis. Stats.) foregoin LnS a cknowled a the carne. THIS INSTRUMENT WAS DRAFTED BY 1 •Not• County, Wis. - - >r 1 I. (II not, state expiration (Signatures may be authenticated or, acknowledged. Both M~ti are not necessary.) date`. lg`-' ) _ NN qa•.../y r . H 'Names of persons signing in any caparny shoul0 UP typed or printed below their signatures SB3 NTF W23 STATE BAR OF WISCONSIN Nelco Tar. Forms, N.O Box 10208, Green Bay, WI 54307-0' OU1T CLAIM DEED FORM No. 3=1982 F