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036-1060-90-000
-0 0 y o 3 °o I N O 0 0°0 0 I o I I I e I c i 72 I I II I z° LL c n I ~ I co CL a E 0 z m a~i H ~ d co N o I C z U O 2 d• ~ e- N O d Z z m C CD N C •„v .n ~ o I 0 Z Z O w z N a a co N N a n a •m m ~ m I a1 O C) d a~ C7 0 ° D 0 a -0 . N ~~yy z~>°I, -N IL U) 0 "t ~i o 0 0 0 Z o •rw a a a o E ato to to J V iz m rn 3: ~z 7 (D O U) 0 O A~ N z ° N CO E O O O p CL) a o 3 N .2 nm 00 ~ O C C E rV O O (0 N C 00 00 W p 6 3 0 0 rn ° O 0) co 0 n CL 0- a r _ N_ \v) (O r~ O In O O m a) p (0 p ~ III O ~ C L L G~~ O (I;M 'D 0) F c CD I co 00 - :z 0 U) • O N (n U N O y U) a L: CL • CL y L) y C E ` C C a~+ O A 0 a o in 0 Parcel 036-1060-90-000 02/16/2007 12:15 PM PAGE 1 OF 1 Alt. Parcel 25.31.17.388B 036 - TOWN OF STANTON 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 - VARGA, ROBERT, &LINDA J POLIZZI ROBERT, &LINDA J POLIZZI VARGA 1976 HWY 64 NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description 1976 HWY 64 SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 4.000 Plat: N/A-NOT AVAILABLE SEC 25 T31N R1 7W PT SE SE BEING LOT 1 OF Block/Condo Bldg: CSM 10/2846 4 ACRES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 25-31N-17W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1119/526 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/06/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.000 22,000 99,100 121,100 NO Totals for 2007: General Property 4.000 22,000 99,100 121,100 Woodland 0.000 0 0 Totals for 2006: General Property 4.000 22,000 99,100 121,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 210 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ST. CROIX COUNTY WISCONSIN ZONING OFFICE o x x r x xNOR "`r¢ ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 July 19, 1995 First Federal P.O. Box 307 River Falls, Wisconsin 54022 ATTN: Marlene RE: Septic Inspection for John Gillis Address: 1976 Highway 64, New Richmond, Wisconsin Dear Marlene: An inspection of the septic system serving the John Gillis residence located at 1976 Highway 64, New Richmond, Wisconsin, was conducted on June 15, 1995. This property is located in the SE; of the SE; of Section 25, T31N-R17W, Town of Stanton, St. Croix County, Wisconsin. At the time of the inspection, this septic system was found to be code compliant for a three (3) bedroom home. If you have any questions with regard to the above, please do not hesitate in contacting our office. ;mes ely, Zoemrps n Assistant Zoning Administrator St. Croix County, Wisconsin mz STC - 104 - r AS BUILT SANITARY SYSTEM RE Q,~f1~' , OWNER ADDRESS +C 0 SUBDIVISION / CSM# it✓ A LOT # /1//~- SECTION 2.5 TAN-R 9 W, Town of. ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM i m~ 5c' e, I i INDICATE NOR H ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK : V 02 s` 0 Y n L' 1Z S G~ ~sw~ A K ALTERNATE BM:_ SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: L K-5 no P Liquid Capacity: /000 Setback from: Well T~ House Other Al A Pump: Manufacturer Model# S Size Float seperation S Gallons/cycle: ~Z Alarm Location. ,SOIL ABSORPTION SYSTEM Width: 3 Length 70 Number of trenches 411114 Distance & Direction to nearest prop. line: lD G ►'~S 7~ Setback from: well: j0(-)'f- House JaO ' Other /vy~ ELEVATIONS Building Sewer ST Inlet; 7-5--9 ST outlet PC inlet 9 s 4A PC bottom q/ a 7- Pump Off ~7 Header/Manifold Bottom of system 9~ cf~ ~Sl;~,~;~L c61-- 7 Existing Grade Final grade d(~ DATE OF INSTALLATION: PLUMBER ON JOB: LICENSE NUMBER: ~jJ/~f2S 3 ZJ-'~ INSPECTOR: 3/93:jt %Misconsin Departmer)t of Industry, PRIVATE SEWAGE SYSTEM County: Labor and Human Relations INSPECTION REPORT ST. CROIX Safetynd Buildings Division (ATTACH TO PERMIT) Sanitary Permit No-: GENERAL INFORMATION Permit Holder's Name: ❑ City ❑ Village ❑ Town of: State PI GILLIS, JOHN X CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: /,::~Jlx 6b7 'led, 6,~) R a 6 pe~~ /0 71,~l 71525 1-, *9500044 / TANK INFORMATION ELEVATION DATA (o /S 7 TYPE MANUFACTURER CAPACITY STATION B5 HI FS ELEV. Septic Benchmark Do2~ QJ Dosing Aerati 1 Bldg. Sewer Holding St/ Inlet 9/- cl,3 275Y TANK SETBACK INFORMATION St/ Outlet 07 Vento TANK TO P / L WELL BLDG. Aiir Intake ROAD Dt Inlet (0 5$ 5 S~ (J r Septic > 5~7 J NA Dt Bottom Dosing NA lj~-/ Man. A Fai ' Aerat' A Dist. Pipe 99, 710 Hol Bot. System 3 g5 9~ /7 PUMP NFORMATION Final Grade Manufacturer G errand 3, 30 g~. 7,z? a Model Number ! P Q S - ?7 TDH Liftr. Lrictionl Gg' Systema TDH Z), Ft Forcemain 1 1 Length6a~ Dia. Ifrl)_ 'I Dist. To Wei SOIL ABSORPTION SYSTEM BED/TRENCH Width , Length , No. Of Trenches PIT No. Of Pits Inside Dia. Li p DIMENSIONS Length IMEN I SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEA Manu art SETBACK INFORMATION Type O CHAMBER Q w o e Number: System: o? OR DISTRIBUTION SYSTEM Header/Manifold Distribution P/ip/e~(s) „ x Hole Size x Hole Spacing Vent To Air Intake Length S6 " Dia. Length ~ Dia. Spacing y 36~S I 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 7 Bed /T enter Bed /Ue" dges Topsoil ~ E3 No (]des " ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: Stanton.25.31 17W, SE, SE, -Higl way-64 f /Jf /r'f, X3`1 ~~.~.1C r.. ^✓'_-l'•r J, L.C-,~~Jf-..C- ..''ex r'~....f..i..-Y'y (~".,r~Y1 ~/C.. ~ Plan revision required? ❑ Yes No Use other side for additional information. I ~P SBD-6710 (R 05/91) Date Inspector's Signature Cert No. I 1 ADDITIONAL COMMENTS AND SKETCH • SANITARY PERMIT NUMBER: ~ILHR SANITARY PERMIT APPLICATION In accord with ILHR 83.05, Wis. Adm. Code COUNTY St. Croix STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than '71'a 0 3 50 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. S95-40158 PROPERTY OWNER PROPERTY LOCATION John r4illis SE '/4 SE '/4, S 25 T 31 , N, R 17 k (or) W PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # 150 Howard Ave. S. na na CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER Amery, WI. 54001 1(715 68-8338 II. TYPE OF BUILDING: (Check one) F-1 State Owned O VILLLLAGE : NEAREST ROAD Stanton St. Hy. #fi4 El Public ❑ 1 or 2 Fam. Dwelling~# of bedrooms 3 PAR Nu ) III. BUILDING USE: (If building type is public, check all that apply) 036-1060-80 1 ❑ Apt/Condo 20 Assembly Hall 60 Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 30 Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ RestauranVBar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash 50 Hotel/Motel 9 ❑ Office/Factory 13 ❑ 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 5.0 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 0 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 450 375 376 .4 97.90 Feet 100.23 Feet VII. TANK CAPACITY Site in allons Total # of Prefab. Fiber- Exper. INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass Plastic App Tanks Tanks structed Se tic Tank or Holding Tank _X__ 1000 1 Weeks C. P. I I ---TT- F] Lift Pump Tank/Si hon Chamber 800 1 1 Week C. P. VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumber's Sign : (No Stam ) MIRMPRSW No.: Business Phone Number: Gary L. Steel 3254 715 246-6200 Plumber's Address (Street, City, State, Zip Code). 1554 200th. Ave., New Richmond, WI. 4017 IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved San' ry Permit Fee (includes Groundwater roun Water ate issued Issuing A ent Sig ture (No Sta s) Feel) XApproved El owner Given initial Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-8398 (formerly Plb-67) (R. 11/88) 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 the 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 ocal 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. ll. 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. VI. Absorption system information. Provide all information requested in ##1-7. VIi Tank information. Fill in the capacity of every new and/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 'anks 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 13'% 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, ground- water contamination investigations and establishment of standards. SBD-6398 (R.11/88) SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations March 22, 1995 2226 Rose Street La Crosse WI 54603 STEEL, GARY 1554 200 AVE NEW RICHMOND WI 54017 RE: PLAN S95-40158 FEE RECEIVED: 180.00 GILLIS, JOHN SE,SE,25,31,17W TOWN OF STANTON COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. K. Si erel erard M. Swi Plan Reviewer Section of Private Sewage (608) 785-9348 7853R/ 1 SBDA-7997 (R.10184) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 S 9 5" 4 0 15 8 New Richmond, WI 54017 MPRSW 3254 (715) 246-6200 Mound system for John Gillis SE4 SE4 S25-T31N-R17W town of Stanton St. Croix County pages #1----------review application #2----------soil evaluation report #3----------plot plan-plan view #4----------work sheet #5----------system cross section #6----------pipe lateral layout #7----------dosing chamber #8----------pump curve RECEIVED MAR 2 p ~AfETY i BUM. qy, t, Gary Steel 3-17-95 III i I i eD~Y13~~~ .Via Y131AZ Wisconsin Dep a it merit of I ndustry, PRIVATE SEWAGE SYSTEM Safety and Buildings Division Labor and Human Relations REVIEW APPLICATION Bureau of Building Water Systems Hayward Office La Crosse Office MadisonOff ce Shawano Office Waukesha Office 209 W 1st Street 2226 Rose Street 201 E Washington Ave 1053A E Green Bay Street 401 Pilot Court, Suite C Rt 8, Box 8012 LaCrosse, WI 54603 P O Box 1769 P O Box 434 Waukesha, WI 53188 Hayward, WI 54843 Phone (608) 785 9334 Madison, WI 53707 Shawano, WI 54166 Phone (414) 548-6606 4=i 48-8614 Phone 115 634-4804 Fax (608) 185-9330 Phone (608) 267 5119 Phone (715) 524-3626 Fax (414) 5413-8614 Fax Fax(608)2670592 Fax(715)524-3633 INSTRUCTIONS: To save time, schedule your review with one of the offices listed above prior to submittal. Fill in all applicable data and submit this form together with fees and plans/information Your submittal must be received at least one working day prior to the appointment at the office tto where your review was scheduled Please call any of the listed offices if you need help filling out the form o v e#1~ons W TOOTS submit. PLEASE PRINT VFRY CLEARLY. A sample of a completed form is on the reverse side for your refer V S 1. APPOINTMENT INFORMATION -If you have scheduled an appointment, fill in the infoimation requested below to save time: Appointment Date Reviewer Name Plan Identification Number March 22, 1995 1 Gerald Swim IS95-40158 2. PROJECT INFORMATION If this review is a revision or extension to your existing plan identification number, provide that number here: Project Name ❑ City El Village 13 Town Of: County ,IOhIl_ Project Location Stanton St. Croix GOVT LOT SE 1/4 SE 1/4,5 25 T 31 N ,R 12 X or W 3. APPLICATION FOR 4. FEE COMPUTATIONS FEE SUBMITTED System Type (check one): System Type t (include new and existing tanks) LIp To 1,500 gallon septic tank . S 110 00 110.00 A At-Grade 1,501 - 2,500 gallon septic tank S 120 00 H Holding Tank 2,501 - 5,000 gallon septic tank $160,00 M ® Mound 5,001 - 9,000 gallon septic tank . S 200 00 N Non Pressurized in Ground (co-em,on.q 9.001 .15,000 gallon septic tank . S 300 00 P Pressurized In Ground Over 15,000 gallon septic tank . 5500.00 O E] Other: Up To 1,000 gallon dose chamber S 70.00 70.00 1,001 - 2,000 gallon dose chamber S 80.00 _ Budding Type ((heck one): 2,001 - 4,000gallon dose chamber S100.00 4,001 - 8,000 gallon dose chamber S 120 00 D ® Dwelling, 1 or 2 Family 8,001 -12,0009allon dose chamber $140.00 $160,00 P El Public Budding Over 12,000qallon dose chambers S El State-Owned Budding Up To 5,000 gallon holding tank S 60.00 5,001 -10,000 gallon holding tank $100.00 Code Derived Daly Flow 450 gpd Over 10,000 gallon holding tank S 150.00 . Check If Replacing Existing System Experimental System (additional one time fee) S 300 00 Revisions To Approved Plan 2 S 60 00 Petition For Variance: Setback S 100 00 Site Evaluation $225.00 Petition For Variance Plumbing 1225.00 Revision . S 75 00 El Groundwater Monitnring Groundwater Monitoring - Per Site S 60.00 _ (other than a proposed subdivision) E] Site Evaluation in Lieu of - Groundwater Monitorng Site Evaluation in Lieu of Groundwater Monitoring $ 60.00 . Subtotal:......... 180.00 Priority Review: Enter same amount as Subtotal: MAKE ALL CHECKS PAYABLE TO: SAFETY AND BUILDINGS DIVISION Total Fee: 180.00 5. SUBMITTING PARTY INFORMATION Telephone No (include area code & extension) Company Name - Contact Person ( 715) 246-6200 _ Steel's Soil Service Gary L. STeel No. & Street Address Or P O. Box City, Town or Village, State, Zip Code 1554 200th. Ave., New Richmond, WI. 54017 t Aerobic or prepackaged treatment system fees are calculated based on equivalent size septic tanks and dose chambers. z Revision fees are not applicable to temporary holding tanks or extensions to existing approvals. NO IE: Fees are pursuant to Wis. Adm. Code, Chapter ILHR 2, and are subject to change annually SBD-6748 (R 0393) OVER •~sj~ ll,) .auuf and hurnan Fielaoons + i_ ° K L U H i i U iV h t- v u ti 1 rage 1 of 3 Jivivion of Safety 8 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 and distance to nearest r8d( 5 1 5 036-1060--80 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION John & Roseman Gillis GOVT. LOT SE 1/4 SE 1/4,525 T 31 ,N,R 17 E,c~r) W PROPERTY OWNER':S MAILING ADDRESS LOT A BLOCK # SUBD. NAME OR CSM # 1976 Hy. #64 na na na CITY, STATE ZIP CODE PHONE NUMBER DCITY DVILLAGE [)TOWN NEAREST ROAD New Richmond, WI. 54017 t7f5) na.2&g- Stanton Hy. #64 f j New Construction Use [ Residential / Number of bedrooms 3 (j Addition to existing building Replacement Public or commercial describe Code derived daily flow 450 gpd 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/ft2 - 5 trench, gpd/ft2 Recommended infiltration surface elevation(s ) 97.90 I ft (as referred to site plan benchmark) ' Additional design / site considerations contour line el. 96.90 Parent material stream terrace Flood plain elevation, if applicable na It =Suitable for system I CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK J = Unsuitable for system D S ®U I K1 S D U D S ®U D S ®U D S CCU I❑ S fRU SOIL DESCRIPTION REPORT in # Horizon Depth Dominant Color Mottles Structure 9 Texture Consistence IBa,rday Roo GPD/ft ts in. Munsell Ou. Sz. Cunt Color Gr. Sz. Sh. Bed iTrencit 1 0-8 10yr3/3 none 1 2msbk mfr E$na::: 2f .5 .6 1 2 8-16 7.5yr4/4 none scl 2msbk mfr if .4 .5 and 3 16-31 5yr4/6 none sl lmsbk mfr If .4 .5 ~ 30 7 ft 4 31-54 7.5yr4/6 c2p 7.5yr5/6 sl lmabk mfr na .4 7 .5 t to ng x Remarks: .rig # 1 0-9 10yr3/3 none 1 2msbk mfr gw 2f .5 .6 2 2 9-20 10yr4/4 none sil 2msbk mfr gw if .5 .6 3 20-47 7.5yr4/6 none S11 2msbk mfr gw na .5 .6 and 4 47-65 7.5yr4/6 f2f 7.5yr5/6 sl lmsbk mfr na na .4 .5 9 7 _~ft. M to ing r 17'+ Remarks: T Name -Please Print Gary L. Steel Phone: 715-246-6200 Tress 1554 200th. Ave., New ichmond, WI. 54017 acur a 10-24-94 Date: cstm 02298 CST Number: rc r: ' 01 l" 1 IL UESCRIPTION REPORT 1 3 Page of _ PA CEI LD. u 036-1060-80 S95-40158 Boring # Horizon Depth IDominantColor Mottles' Texture Structure GPD/ft I in. Munsell Ou. Sz. Cunt Color I Gr. Sz. Sh. Consistence 8andary Roots Bed iTrend 1 0-6 10yr3/3 none 1 2msbk mfr gw 2f b 3 v.,....... 2 6-14 17.5yr4/4 none scl 2msbk mfr gw if .4 1.5 ;round 3 14-40 7.5yr4/6 none sl lmsbk mfr gw na .4 ; . 5 elev. 65 ft. 4 40-65 7.5yr4/6 none co s Osg ml na na .7 .8 Depth to miting actor +65" Remarks: Ving # ;round iev. ft. iepth to miting lctor Remarks: )ring # Fund w. ft, pth to Ming for Remarks: ring # I ;und ~Ih ;0 nnC Remarks: 5330(R 05/92) S95-40158 STEEL'S SOIL SERVICE Gary L. Steel John & Rosemary Gillis :STM2298 SE4SE4 s25-T31N-R17w 1554 200th Ave. W1 54017 MPRSW 3254 town of Stanton New Richmond, (715) 246-6200 N 1"=40' BM.= top of se corner of sidewalk at el. 100' p~fh Peep& I►i~rd M t3 8 7o D I o 4- DuNp~1zL ~ lil r s - IS Gary L. Steel 10-24-94 X95-40158 STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 New Richmond, WI 54017 MPRSW 3254 (715) 246-6200 111=40' or as dimensioned site meets all requirements BM. = top of se corner of sidewalk C el. 100' -.of ILHR 83.10-83.23, force line vj411 \ to be sleeved and insulated ~011\ - TaitjCtST~NC7 S~P'i!C SyST~M ~ C NWe" BE ! tINC50 /SC--b AS t EP, N ~j 0 oar r+ Eie- ,z -4, hl<<- 8 I S . 4 ~E~O ~AI• ,r ~ ~ cloy i r~iJ` ~>F'~M bE ,Jr~~ _ l a J D Sp,GE SYSTS nditionaliy 4- r% ell ;n 17 E, MQM IRV) Tj %J 4 S LABOR i N0 ! lNaS Den. OF IND11 A1iD MVIS! , o~ ,50' 8 ! eke r, ebs~tzna-~o ~ - I~ plot plan-plan view as, OPTIONAL WORKSHEET S95-40158 1. MOUND SYSTEM 11. IN-GROUND PRESSURE SYSTEM-Continued- i. Wastewater Load, Total Dally Flown 450 - gal. 10. Force Main: 37.44 Use s. ILHR 83.15 (3) (c) Minimum Dosing Rate• .~3.... Adm. Code and PROVIDE A DETAILED Diameter ■ LIST OF SIZING ON PLANS. 11. Total Dynamic Head: 2.5 2. Depth to Limiting Factor ■ 2.58 ft. System Head Vertical Lift • 8.0 3. Landslope ■ r ~ .1.31 ■ 4. Distance from Doss Chamber to Friction Lou Distribution System • 50 ft. TDH ■ S. Elevation Difference letween 12. Pump Selection: 37.44 Pump and Distribution System ■ 8 fL Pump will discharp at least gpm 6. Absorption Area Sizing: at ,11 ~_ft. total dynamic had. 375 Area Required ■ Iffill• fL •-Pvf*p model and manufacturer: 7nP1 1 ar ~~17 Bed or Trench Length (B) • It. Bed or Trench Width (A) ■ 8 fL 13. Dose Volume: Trench Spacing (C) ■ ft. 10 Times Void Volume of 82.80 7. Mound Height: Distribution Lines ■ 1 .00 Dally Wastewater Volume + - Fill Depth (D) ■ ~ ■ 113 Fill Depth Downslope (E) • 14 fL ,YDous In 24 hrs. Backflow • Bed or Trench Depth (F) ■ ._....83. fL Cap and Topsoil Depth (G) • ft. Minimum Dose ■ .-121 - 9- Cap and Topsoil Depth (H) • 1.5 fL 14. Dose Chamber: 6. Mound Length: Volume • 8«- 00 End Slope (K) • 0 Total Mound Length (L) • .7.0- fL Ill. CONVENTIONAL PRIVATE SEWAGE SYSTEM 9. Mound Width: 875 1. Wastewater Load. Total Dally Flow • Upslope, Cairection Factor ■ Use s. ILHR 83.15 (3) (c) , Wis. Upslope Width ■ fL Adm. Code and PROVIDE DETAILED / Downslope Correction Factor • 1,_,18 LIST OF SIZING ON PLANS. / Downslope Width (1) ■ . ..~.3r. iL 2. Required Septic Tank Capacity ■ Total Mound Width (W) ■ _ 1 ft. 3. Percolation Rate ■ 10. Basal Area: 4, Absorption Area Sizins: Infiltrative Capacity of. Refer to Table 2 in ch ILHR 83 Naturrl Soil ■ ' 4 pl./sq.ft,/day and PROVIDE A DETAILED ST OF Basal Area Required ■ .25 sq. ft. SIZING ON PLANS. Basal Area Available to 115Q sq. ft. Required Aron ■ • fr 11. If Standard Tibbs from Chapter ILHR E33 Length are`.~used, indicate Table #1 Width ■ - + 12. For the Distribution Network, Use Numbers 5.14 in Section If. :4t, r Number of Trr riches ■ Trench Spacing. 11. IN•GROUND PRESSURE SYSTEM S. Distributl ~ystem: 1. Depth to Limiting Factor • ._.2.18-. ft. Late Length ■ 2. Landslope ■ % N ber of Laterals ■ 3. Percolation Rate - loading rate min./In. /Lateral Spacing to 4. Proposed System Elevation ■ 7.90 ft. Distance from Sidewall to Pipe M 5. Wastewater Load. Total Daily Flow: _45U ply System Elevation Use s. ILHR 83. 15 (3) (c) , Wis. Adm. Code and PROVIDE A DETAILED I /SYSTEM4N-FILL LIST OF SIZING ON'PLANS. Fill in All Items from Section III Required Septic Tank Capacity ■ 1000 pl. 6. Absorption Area Sizing: V. SEPTIC TANK Y000 Percolation Rate • loading rate 4 min./In. 1. Capacity ■ Area Required - sq. ft. 2. Manufacturer: Weeks Concrete PdtT System Length • 0 ft. 3. Show Site Constructed Tank Details on Plan System Width • ti ft. 7. Distribution Pipe Sizing: 1 VI. DOSING TANK 800 Hole $lze • a in. 1. Capa.:Ity • Weeks Concrete Pats.~ Hole Spil0ns : fl. 2. Manufacturer. Lateral Lonsih • ft. 3. Pump Manulaclu 7.~_~~'P1 1 r (.ateral Siio In. 4. Pump thudel: L.rlar.d spacing ft. 5. . OperatiKj Head• -,3, Uimauce from SkIvivAl•tu 1411 5Q Ill. Flbw Rated, M. Dibtrlhution Pipe Di.chargo Rate: 7. Show Site Constructed Tank Details on Plans Number of I luics Pvt Pipe 16 low Per Pille spm. VII. 110I.UING TANK'' w,.. 9'. Manifold Si/Ins: end 1. Capacity Type (center or unit) 1. Mnwfaclure►: Lanath ■ ~ 3 it. 3: S onstructed Tank Details on Plans Dlameter a in. -SHOW ALL INFORMATION ON PLANS- D!LIIR s11►C-4761 f ,L3 rig Page - Straw, Marsh Hay, Or Synthetic Covering AS'i I►ig C-3' Distribution Pipe Medium Sand H G Topsoil .r___._ Lyra F _ 3 I E u D 3 PRNATE SEWAGE .SYSTEM Conditionally 5 % Slope B ed Of .1- 2 i Force Main Plowed OVE ADPR UMAK S ® Aggregate Layer DEPT. OF INDU TRY, LABOR Btl1l.QlNCis ?fit D 1.0 Ft. DIVISt Cross Section Of A Mound System Using E 183 Ft.l NDENCE A Bed For The Absorption Area F Ft. S G 1.0 Ft.l A 8 Ft. H 1.5 Ft.l Signed: - 6 50 Ft. License Number: • marsw 3254 K 10 Ft. Date: 3-17-95 L 70 Ft. - 1 8 Ft. I 15 Ft. I W 31 Ft. L )bservotion Pipe A 1 Force Main -A~Distribution Bed Of ' 20- 2 1 Pipe Aggregate Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area Page S95 -401 58 Perforated Pipe Detail n End View )Perforated and Cap j PVC Pipe • • p,•~~ ~ Holes Located On Bolton, . S` Are Equeay =paced ~T ally a REt,p'~1p11t Y.... ` c l• ""BUT B B~jiW^BB of g13 J SA ' i 0Oq• p1V151iI N~~NCE Lott Hole lbwd of GoR Most To End Cep SE Distribution Pipe L ul P 45 Ft. S 3' X 3_ Inchec Y 36 Inches Signed: (4A-,,,z Hole Diameter 4 Inch Lateral 11-2 Inchee License umber: MPRSW 3254 Manifold 2 Inches Date: 3-17-95 Force Main 2 Inches _ #of holes/pipe 16 Invert Elevation of Laterals 98.40 Ft. PAG F OF " PUMP CHAMBER CROSS SECTION AMD SPECIFICATIOH5 VEQT CAP S95-40158 4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKIk1G JUk1CTI0" BOX MANHOLE COVER ` 25' FROM DOOR, (,OI W I~r a~ a~~ I WINDOW OR FRESH i2"MIU. AIR IMTAKE GRADE i i Y,MIIJ. I IB Mtu. COWDUIT--/ 18"MIkl I i IAILET';y~e~f ~i PROVIDE I I ` - AIRTIGHT SEAL I ( I ' z I I APPROVED JOINT A APPROVED .101! W/C.I. PIPE 1 I I I W/C.I. PIPE EXTENDIUb 3' a F~~ ~.s ~E~~ION~ ( II ALARM EXTEWDIIJG ONTO SOLID SOIL is I u~l i TI! ONTO SOLID Si 13® p 4 `4i sFs tJf 1~ SIN, ON C U00- p1V1 I I ELEV. 90.40 FT PUMP--~, Ci OFF D CONCRETE BLOCK RISER EXIT PERMITTED OWLy IF TAUK MAMUFACTURCR HAS SUCH APPROVAL SEPTIC E SPEGIFICATIOUS DOSE. TAIJKS MAMUFACTURER: Weeks Concrete Pdts IJUMBER OF DOSES: 4 PER DAS TANK SIZE: 800 GALLOMS DOSE VOLUME tank alert IMCLUDIAIG OACKFLOW: 121.86 GALLO►V' ALARM MAIJUFACTURER: MODEL AIUMBEK: na CAPACITIES: A= 23.4NCHES OR497.48 GALLOkI SWITCH TYPE' mercury B= 2 1MCHES OR 43.52 GALLOW PUMP MANUFACTURER: Zoeller., C. 5.6 IAICHES OR 121•86&ALLO1J MODEL NUMBER: #97 D- 8 IMCHES OR 174.08 GALLOk SWITCH TYPE: mercury MOTE: PUMP AND ALARM ARE TO DE MINIMUM DISCHARGE RATE 37.44 GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE 15ETWELLI PUMP OFF AND DISTRIBUTION PIPE.. 8'0 FEET 836.94 gal. + MINIMUM NETWORK SUPPLY PRESSUKE~/. " . . . . . . 2.5 FEET 21.76 gal/inch + 50 FEET OF FORCE MAIN X 2'62 F/ooytFRICTIOk1 FACTOR. 1.•31 FEET TOTAL Oy1JAMIC. HEAD 11.81 FEET IAJTERNAL DIM SIONS OF TAkJ LEk1GTH 80" ;WIDTH 49" ;LIQUID DEPTH 39 below inlet mprsw 3254 .3-17-&5 91GUE : _ LICENSE UUMBER• DATE. r HEAD/CAPACITY CURVE i r, rn F- ".r+ u HEAD CAPACITY CURVE ~1 95 ~r O Q ~u EFFLUENT MODELS a v TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE 34 - EFFLUENT AND DEWATERING 6366 ~ 32 105 SERIES 67dB 97 9B 137•IJ9 161 165 18S tea 186 189 100 FT. M. Gal Uva Gal Ltra Gal Lks " In Ga Un (~a(.In 0- Uta. ! GAIL Ltn. Gal L6n. Gal L", Gal LBa: 30 5 1.52 43 163 56 212 72 273 104 3" 106 401 at 2331 61 231 T 68 269 166 5417 156 6a7 95 10 306 34 129 46 174 61 231 79 300 100 376 61 231 61 P]1 N 220 146 660 161 672 50- 15 457 19 72 36 133 46 170 64 242 91 344 60 227 80 227 58 220 142 637 146 649 2° ' 20 310 15 67 25 96 36 136 82 310 59 223 60 227 66 230 136 615 M 630 26 65 26 7.62 6 30 74 280 67 216 69 223 W 220 126 484 133 803 60 30 9.14 65 246 56 208 64 220 90 340 64 220 121 466 127 481 z4 40 1119 46 178 48 172 66 200 75 261 68 220 106 391 114 4311 75 22 - 186 50 16.24 21 90 33 125 61 191 66 219 W 220 90 341 100 379. 70 60 1829 16 57 43 'tat 30 136 W 220 71 269 65 322 2A' 70 21,34 30 114 10 39 62 197 61 193 70 266 65 165 80 2436 14 63 45 170 26 106 54 204 1°- 60 90 27.43 - 32 121 2 a 37 140 55 100 30,46 is as 21 :79 16 163 110 3200 7 as a '.a0 50 M _N Lock Vabc 19.26' 2376' 23' 26' 66' Oa' BT 73 116' 91' 112' 14 EFFLUENT & DEWATERING 12 a0 ,e5 Warning: Model 185 should not be subjected to less 10 35 than 30 feet TDH. 30 189 ° 25 Note: For Head Capacity on Model 112, industrial 6 20 column-explosion proof pump, see FM 219. 16, S- i y7 88 ,r. 10- 2 98 5 5 •55. 7,59 13 139 SEWAGE & DEWATERING GALLONS o 2Q~ 30 4050 602 70 80 90 loo 110 120411-30 1, 1S0 ,6o WARNING: Model 293 should not be subjected LITERS" 240 to less than 15 feet TDH. ..a lc ~ ILI 2480 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE SEWAGE AND DEWATERING 75 23 SERIES 262 266 257 _2_68 262 284 292 293 294 295 70 FT _W"7 Gal L Gal. LIM._ Gul. LU4. Gal Ltn. Gal. LI Gal. Ltn. Gal. L&& Gal LI Gal. Lln. Gal. Ltn 5 11.62- 90 341 128 484 128 484 128 484 130422 180 861 140 S70 196 742, 225482 20 10 106. 60 2271 89 337 89 337 89 337 95 380 1SS 596 124 4W 181 685 205276 ,k 65 15 4.57 221 85 ; 50 189 50 160< 50 189 63 239 135 5", 105 401 130 499 165 an 185'700''2 20 6.10 10 38 10 30 10 38 33 125 ^ 106 401 88 375' 119 450 ISO SS8 t6a 836 " 16 60 _ 25 7.62 76 2°°! 68 26T' 106 4151 136 518 153 660 _ 30 -t14 43 103 47 170 90 340- 121 458 140 826:':: S5 40 12.19 •i 5.19 . 50 189 94 356 115 1e 50 1524 ~ 40 58720 8386 60 16.29. •3 a 41 13 49 59 2=n 50 70 21.34 25 96- 14 Lock Val" 18' 21.5' 21.1 21 5' '2B' 35' 42' S0' 62' 7T 45 12 40 10 35 ' - 30 293 8 25 d 20 f i:! 15 282 • r- 10 292 2.• s 262 266. 267, 268 I 284 294 295 0' I GALLONS 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 LITERS 0 80 te0 a 2ar, X20 100 .r 480 t'. Ee0!ak 640 1 720 r 900 660y _._...b...rr_=-_ _ ...:,.~s:..1..r.~a...:'~.i:lt;~,..,:.a,~au...-..~.:. «-.W,. ~ a _ ."~..,H:t.__,...,...._i.:.14ui l VV rJWSIIIwtopalulleluUlluuuDuy, SUIL ANLU 511 t LVALUA I IUN HtF'Uti 1 rage 1 of 3 Lt .;And Human Relabons Oivision,of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but St. Croix and horizontal reference point (BM), direction and /o of slope, scale or PARCEL I.D. # not limited to vertical 0 dimensioned, north arrow, and location and distance to nearest road. 036-1060-80 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION riffWEDBY DATE PROPERTY OWNER: PROPERTY LOCATION John & Rosemary Gillis GOVT. LOT SE 1/4 SE 1/025 T 31 ,N,R 17 gdff) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM # 1976 Hy. #64 na na na CITY, STATE ZIP CODE PHONE NUMBER CITY []VILLAGE ®fOWN NEAREST ROAD New Richmond, WI. 54017 ( ) na Stanton Hy. #64 [ ( New Construction Use ( Residential / Number of bedrooms 3 ( ) Addition to existing building 1:1 Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, gpd/ff2 .5 trench, gpd/ft2 Absorption area required 375 bed, ft2 375 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 - 5 trench, gpolft2 Recommended infiltration surface elevation(s) 97.90 ft (as referred to site plan benchmark) Additional design / site considerations contour line el. 96.90 Parent material stream terrace 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 O S ® U El S 01.11 0S ®U O S El u OS CCU O S f SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed rerch 1 0-8 10yr3/3 none 1 2msbk mfr gw 2f .5 .6 vi\y 2 8-16 7.5yr4/4 none scl 2msbk mfr gw if .4 .5 Ground 3 16-31 5yr4/6 none sl lmsbk mfr gw if .4 .5 elev. 97.3 ft, 4 31-54 7.5Yr4/6 c2P 7.5Yr5/6 sl lmabk mfr na na .4 .5 Depth to limiting -factor 111 Remarks: Boring # 1 0-9 10yr3/3 none 1 2msbk mfr gw 2f .5 .6 2 2 9-20 10yr4/4 none sil 2msbk mfr 9w if .5 .6 3 20-47 7.5yr4/6 none S1 2msbk mfr gw na .5 .6 Ground 4 47-65 7.5yr4/6 f2f 7.5yr5/6 sl lmsbk mfr , Irid" .4 .5 9gl.ft. 'X N, r Depth to limiting factor 471, Remarks: CST Name:-Please Print Gary L. Steel Phone: 7 j2 Address: 1554 200th. Ave., New ' chmond, WI. 54017 Signature: 10-24-94 Date: cstm 02298 CST Number: PROPERTYOWNER J. & R. Gillis SOIL DESCRIPTION REPORT Page 1 of 3 PARCEL I.D. S 036-1060-80 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consoe Roots GP•D/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed iTrench 3 ' 1 0-6 10yr3/3 none 1 2msbk mfr gw j. 2 6-14 7.5yr4/4 none scl 2msbk mfr gw if .4 1.5 Ground 3 14-40 7.5yr4/6 none sl lmsbk mfr 9w na .4 1.5 elev. 95.65 ft. 4 40-65 7.5yr4/6 none co s Osg ml na na .7 !.8 Depth to limiting factor +65" Remarks: Boring # Zak:: i Ground elev. ft. Depth to limiting factor Remarks: Boring # XOMWE ' Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor F-7- Remarks: SBD-8330(R.05/92) 1 STEEL'S SOIL SERVICE Gary L. Steel John & Rosemary Gillis 1554 200th Ave. CSTM2298 SE4SE4 S25-T31N-R17W New Richmond, WI 54017 MPRSW 3254 town of Stanton (715) 246-6200 N 1"=40' BM.= top of se corner of sidewalk at el. 100' r(o r`fh p+`r p ~r-I hi-41-ar G (r 70' 50 4 19 0 3 k ~S DuN p~1zL ~ Ll r ~ U i S vJ• Cor- N Gary L. Steel 10-24-94 l ROIX COUNTY ST WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 72. 1101 Carmichael Road Hudson, WI 54016-7710 _ (715) 386-4680 March 9, 1995 First National Bank of River Falls 104 East Locust River Falls, WI 54022 ATTN: Mr. Craig Nelson RE: John & Rosemary Gillis soil evaluation, located in the SE%SE%, Sec. 25, Town of Stanton Dear Mr. Nelson: The above referenced soil report was conducted by Gary Steel on October 24, 1994. I have reviewed the original which is on file in our office. I feel that the information contained within the report is acceptable. If you have any questions or concerns which I can address for you, please contact me at the Zoning office between the hours of 8:00 through 5:00pm, Monday through Friday. incer ly, ames K. Thompson` Assistant Zoning Administrator CC: Bernie Kopp i 523'76 CERTIFIED 'SURVEY, MAP Located in part of the,SQutheast Quarter of the Southeast Quarter of Section 25, Township 31 North, Range 17 West, Town 'of Stanton, St. Croix County, Wisconsin. Prepared for and at the request of: John A. Gillis and Rosemary G. Gillis 150 Howard Avenue Amery, WI 54001 LEGEND O Set 1 x,24" Iron Pipe weighing 1.68 pounds per linear foot. Fence UNPLATTED LANDS C.0 N89° 34'14" E 285.45',. 2 Note: This Lot is tl- g 1994 being created under "OV 2 _ the Farmland Consol- O'CONNELL idation Ordinance. Z DAMES OAR Register 0I Deeds SLCfO1XCA .Wt JHOUSE 51.7' LWELL IN N HOUSE r - - Z 'AREA OR T N ' O MEW S PTI O C IZ o / 'SYSTE - c iC IZ O IO Iv o v Ir NORTH 1 Ir v ID ID - ~ v I-1 _ I -i >E w 1 m o m m , r1% m vl 1 Cll w AI A Iv r - 0 X - c tr- !~I z m 30 z m wo(A ID o~ - Z - IZ / 0 10 M_X ,0 1t0 O IV1 I Or I(J1 m- .m _ vt . ~ a , LOT I 1..,X(,._,: ~0 OM ;r Z u z w c / 174, 240 SO. FT.)c 4.000 ACRES ) TOTAL < Zon;r: snJ rJ _ o u / Parks Cornrni•.: _ 3 - 145,847 SO. FT.) m ~ 3.417 ACRES )EXC. R/W I! not rcconf _:1 SCALE 1" = 100, HIOHWAY SETBACK s 100' Within 30 dayr _f approval da' 3 100 50 0 100 ipproval shat; 2' N860 26'18"W 286.74 tecil N Wolff RI,ONT-Oqy W CORNER S. T. N. "64" S OF THE SE I/4 p OF THE SE 1/4 ~ ~ C LINE u U1 N 1325.695' c N89° 49'15" W 285.56' 1040.13 5' SOUTH LINE OF THE SE 1/4 - - - - - ~r 1325.695' - - - - S89049'15" E 2651. 39' - - - - - - - 9 t/4 CORNER BE CORNER SECTION 25 SECTION 25 T31N, R17W T31N, A17W CO. MONUMENT SEE CO. SURVEYOR FOR TIES. COUNTY GENERAL 'NOTICE NOTE: The parcel shown on this map ,s-subject to State, County and Township laws, rules and regulations (i.e. wetlands,' minimum lot' size, access to parcel, etc.).' Before purchasing or developing any parcel,' contactthe St. Croix County Zoning Office and the appropriate Town Board for advice. Drafted by D.J.Z. - I VOLUME 10 PAGE 2846 SURVEYOR'S CERTIFICATE I, Douglas J. Zahler, Registered Wisconsin Land Surveyor, hereby certify that I have surveyed and mapped a part of the Southeast Quarter of the Southeast Quarter of Section 25, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin; described, as follows: Commencing at the South Quarter Corner of said Section 25; thence along the south line of said Southeast Quarter on an assumed bearing of South 89 degrees 49 minutes 15 seconds East a distance of 1325.695 feet to the southwest corner of said Southeast Quarter of the Southeast Quarter and the point of beginning of the parcel described herein; thence along the west line of said Southeast Quarter of the Southeast Quarter North 02 degrees 07 minutes 17 seconds West a distance of 609.15 feet; thence North 89 degrees 34 minutes 14 seconds East a distance of 285.45 feet; thence South 02 degrees 07 minutes 17 seconds East a distance of 612.18 feet to said south line of the Southeast Quarter; thence along said line North 89 degrees 49 minutes 15 seconds West a distance of 285.56 feet to the point of beginning. Containing 174,240 square feet (4.000 acres). Subject to the right-of-way of State Trunk Highway "64" and subject to all other easements, restrictions and covenants of record. I also certify that this Certified Survey Map is a correct representation of the exterior boundaries surveyed and described; that I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes and the Subdivision Ordinan.ce of the County of St. Croix in surveying and mapping same. Douglas . Z ler RLS No. 2145 Date Ron Johnson Land Surveying aF 10sCO P.O. Box 194 Amery, WI 54001 Q /DOUGLAS J. titP Tel: (715) 268-2601 cn 7AHLER X * S-2145 HUDSON, Wis. Q 9~o supN'~o VOLUME 10 PAGE. 2846 W a i ~ I SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/ John Gillis ADDRESS: 150 Howard Ave., Amery, WI. FIRE NO: 1976 Hy. #64, New Richmond LOCATIONS SE _1/4, SE 1/4, SEC. 25 _T 31 N-R 17 W,, TOWN OF: Stanton ST. -CROIX COUNTY SUBDIVISION: na LOT NO. na Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed septic tank pumper. What put into the system can affect the function of the septic tank yas a treatment stage in the waste.disposal system. St. Croix County residents may be eligible to receive a grant to help with the cost of the 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 the St. Croix County Zoning a certification form, signed by the owner and by a master plumber, journeyman. plumber, restricted plumber or a licensed pumper verifying that (1) the on-site 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. Certification from will be sent approximately 30 days prior to three year expiration. 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 form must be completed and returned to the St. Croix county Zoning Officer within 30 days of the three year expiration date. SIGNED: DATE: St. Croix County Zoning Office 911 4th St. - Hudson, WI 54016 DOCUMENT NO THIS SPACE Ri SERVEO FOR REroROINO DATA I WARRANTY DEED Ii STATE BAR OF WISCONSIN FORK 2-1982 i John. A. Gillis, Special Administrator [ V L". I V of the Estate of--Alice Gillis j H . . - . - JUN28 1994 - _ conveys and warrant;; to . -John A. Gillis and Rosemary 8.30 Gillis, . husband and. .wife, A' s-•. I L . I ' _ I R Alt II FC~ NORMAN, S.C. ;i . New Richmond, WI 5401 it the following described real estate in St-• - Croix County, i State of Wisconsin: Tax Parcel No: I~ 1 Southeast Quarter (SEN) of the Southeast Quarter (SEN) of Section Twenty-five (25), Township Thirty-one (31) North, Range Seventeen (17) West, less any lands deeded for highway purposes. This Warranty Deed is given in satisfaction of that land contract between Alice Gillis, as Vendor, and John A. Gillis and Rosemary G. Gillis, husband and wife, as Purchasers, dated May 26, 1972 and recorded in the St. Croix County Register of Deeds office on May 30, 1972 in Volume 484 of Records on page 583 as Document No. 310481. EM This _not homestead -operty. (is) (is not) Exception to warranties: ,I I ii 23rd Dated this - - day of June 19 94 II X..~...✓,~,.~i~ (SEAL) _ (SEAL) John..A.....G.ill.is_,_..Spe.cial..Administrator.. _ l) Estate of Alice Gillis .I .(SEAL) (SEAL) ' a y AUTHENTICATION ACKNOWLEDGMENT I ij Signature(s) __.....___s~9_k1R--_}~_.•- G1111 STATE OF WISCONSIN S9. _------....County. II authenticated this 23rlay of.... June 19..94 Personally came before me this ...............day of ; - - - - - 19 the above named i TITLE: MEMBER STATE BAR OF WISCONSIN (If (If not, !I authorized by § 706.06, Wis. Stats.) - - - I ! to me known to be the person who executed the foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY ,i I G. E. Norman j Ba7ck'e--Norman;...S_..C_..---•----------------------------- j --NL?w._Rizhmorid,.__WZ..... 54017 Votary Public ---County, Wis. (Signatures may be authenticated or acknowledged. Both My Commission is permanrnt.(If not. state expiration are not necessary.) date: - ) ii 'Names of persona signing in any capacity should be t)peii or printed below their signal-. WARRANTY DEED STATE BAR OF WISCONSIN' Wisconsin Legal Blank Co- Inc. FORM No. 2- 1•ia2 Milwaukee. Wisconsin - 1 ~ I STC-loo application form is to be completed in full and ned the octiner(S) si of the property being developed. An inade by will. only result in delays of the permit issuance Any ShouldathiS development be intended for resale by owner/contractor,(spec Douse), then a second form should be retained and completed when the property is sold and submitted to this appropriate-deed-recording. office with the Owner of property _ John Gillis Location of property SE _l/4 SE 1/41 section 25 T 3__N R 17 W Township Stanton Hailing address 150.Howard Ave. Amer WI. 54001 Address of site 1976 ,,_B6,!11 11 Subdivision name na Lot no. na. Other homes on property? y es_ No Previous owner of property na Total size of parcel 40'acres Date parcel was created Are all corners and lot lines identifiable? x Yes la this property being developed for (spec house)?-Yes volumegnd Page Number Z g_NO of Deeds. as recorded. with the Register IIJCLUDE WITH THIS APPLICATION THE FOLLOWING: - A WARIWITY FLED which includes a DOCUMENT NUIiBER, VOLUME AND PAGn 11UMBER & TIII; SEAL OF THE REGISTJi11 OF DEEDS. certified survey, if available*, ;would be helpful so asdtoiovoid delays of the reviewing process. If the deed description references to a certified survey Map, the certified survey Map shall also be required. PROPPiRTY OWNER cERTIFICATIO N I(WO) certify that all statements best of my (our) knowledge that on this form are true to the I (we) am the property described in this iformation ar um the of virtue (s) of a warranty deed recorded in ie office of the County Register of Deeds as Document 1Io. Sj S`32 cc~~ ntly own the proposed site for he sewage , disposal t system or pre I se obtained an easement, to the we the above described ro ert for ( ) the construction of said system, and the same hae been duly No. corded in the office of county Register of deeds as Document • nature of ap~ cant Co-applicant Date of Signature Date of s gnature