Loading...
HomeMy WebLinkAbout042-1078-60-131 O N O O M , O) a O O~ Y m N y ~ N o v - o co c C y m Y Vi y C t C U axiEa) C 'y' 'o . N N N E y 3 ~ N O V) N m U T C_ - C co C I C N 0, N w E 'C T a Z w~cy M cEa°> LL C C y ca S? C L N 0 N t c .0 M N w Z E ao Z Z a m N I- Z C O O Z :t v d Z :!t 5 O M H O z C E "2 N M N (a CL 0 N a L e p C N Y O Z H o N Z " Cb a a -io y 9 W y d Nfr O ° D O a if co Z j U) U) U) _:3 E N d F- Z • a a a a _ O ° N 3 N J U 0 0) O vi rn Z Z :z Z _0 '%IVA M co ° N tt: N = W O O _ m D co y c 0- .21 p ^ Q y N ~j - ~ ~ 61 Q } Cn (0 U) ca v O O w M H C 1~ M M O CD E to O GC i CO C O y L C? :3 30 C C CL O T V co 6 H d y t6 2 O rl- H M N 1 N_ z '0 ° N t N O N E C L lf) oo N N 3 O) p y co U • O O N Q O Z C 1- cL fn C V C~ IL ik L a • a m d r`N E 2 C r A c°~ a c t'I STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER ADDRESS /c5G 3 ~`Li AuP f/ SUBDIVISION / CSM (/o/ i'4 a yiy LOT # SECTION TZ~' N-R / W, Town of 1114 r 04eh ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM -o ~ d av INDICATE NORTH ARROW yYp• y` To Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK : Aeo d A44 6y1 «E C e ~L 15'j- ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: 4J~P~s C e Liquid Capacity: /oFe:n Setback from: Well 3 House to Other Pump: Manufacturer Model# Size Float seperation Gallons/cycle: Alarm Location SOIL ABSORPTION SYSTEM Width: Length 5 '1 Number of trenches 2 Distance & Direction to nearest prop. line: /cad /7 Setback from: well: House '25 Other I I ELEVATIONS Building Sewer ST Inlet ST outlet PC inlet PC bottom Pump Off Header/Manifold 99, Bottom of system ~fl Existing Grade /1 2 3 Final grade ioZ- S Zy DATE OF INSTALLATION: PLUMBER ON JOB: fir, LICENSE NUMBER: y22L INSPECTOR: 3/93:jt L( = rtW g9as;y9.29.18W, ATE SEV1r GE SY5T N1 Avenue County: Labor an umanRelaLOns INSPECTION REPORT Safety anBuildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION I C)999-1 Permit Holder's Name: ❑ City ❑ Village `X Town of: State Plan ID No.: PQ1XG10 iWarran Insp. BM Elev.: BM Description: - Parcel Tax No.: R,b 1 r((n ~E TANK INFORMATION ELEVATION DATA A9400024 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. -A %I Septic v Benchmark (d it Dosing 'S Aeration Bldg. Sewer Holding St/ Ht Inlet y q TANK SETBACK INFORMATION St/ Ht Outlet , SO TANKTO P/L WELL BLDG. ventto ROAD Dt Inlet Air Intake Septic NA Dt Bottom ~e Dosing NA Header / Man. d~ $ • 33 q(O .7 1 Aeration NA Dist. Pipe Y•7~ ~~j Holding Bot. System to. PUMP/ SIPHON INFORMATION Final Grade p (D Z. Manufacturer Demand S-f- Cp . b 10h, 2 Model Number GPM TDH Lift Friction Syesatem TDH Ft Forcemain Length Dia. Fi Dist. To well SOIL ABSORPTION SYSTEM BED/TRENCH widths Length No.9f Trenches PIT No. Of Pits Inside Dia. Liquid Depth . DIMENSIONS DIMENSIONS LEACHING Manufacturer: SYSTEM TO P/ L BLDG WELL E / S REAM SETBACK CHAMBER Model Number: INFORMATION Type O 14. System: r- /7 Z.S 12 ! OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia- Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded / Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: Warren.29.29.18W, NW, NE, Lot 1, 80th Avenue lor~,,r.~ Plan revision required? ❑ Yes ❑ No use other side for additional information. SBD-6710 (R 05/91) Date Inspector's Signature Cert. No. SANITARY PERMIT APPLICATION In accord with ILHR 83.05, Wis. Adm. Code c Cg.A)l~ STATE SA 1'RY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than q 9q5 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. PROP,ERTY OWNE ` PRQP RTY-L9CATION zert i J/O'/4 (V6'/4, S 2-c T Z. , N, R (or o PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # 101,93 90 Alt Dili t.° CITY, STAT ZIP CODE PHONE NUMB R SUBDIVISION NAME OR CSM NUMBER 014 s / T 11. TYPE OF BUILDING: (Check one) ❑ State Owned RJOWN OF: 0 CITY EST 44 il -1 ❑ Public 1 or 2 Fam. Dwelling- # of bedrooms PARCEL TAX NUMBER(S) y III. BUILDING USE: (If building type is public, check all that apply) f d 1 10 Apt/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 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. 0 New 2. ❑ Replacement 3.E] Replacement of 4.0 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 R 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 140 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.) (Mien.//inch) ELEVATION V11 6 70 7 /V Feet Feet VII. TANK CAPACITY Site in allons Total # of Prefab. Fiber- Exper. Plastic App INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass structed Tanks Tanks Septic Tank or Holding Tank Lift Pump Tank/Si hon Chamber Vlll. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumber's 'gnature: (No Stam ) MP/M o.: Business Phone Number: 3_Z 2 _7! `7 7 Z 3Z.%1j Plum er' Address (Street, City, State, Zip Code): IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved SaniWy Permit Fee (Includes Groundwater ate ssue Issuing Agent Signature (No Pjamps) Approved ❑ Owner Given Initial surcharge Fee) y r Adverse Determination 'tlf X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398(R.08/93) 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 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. 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 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 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'/s 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) JOB A e9 Uri K 1 rn der TIMM EXCAVATING OF y Route 1 Box 192 SHEET NO. WILSON, WISCONSIN 54027 CALCULATED BY - Yi a DATE (715) 772-3214 (715) 386-5443 MPRS #3224 WI MPCA #696 MN CHECKED BV DATE SCALE ; . ~.1 . UJiL ..frtinK tom r / IS ~ G l1 D.Ii... . ......Ar[.... 3....:. s..c 8 _ 31 i Zo _ tN~r PRODUCT 205-1p Inc., Groton, Mass. 01471. To Order PHONE TOLL FREE 1-800.225-8300 Joe -r c,,, A l tort Kul ~er TIMM EXCAVATING SHEET NO. OF 2 Route 1 Box 192 WILSON, WISCONSIN 54027 CALCULATED BY DATE (715) 772-3214 (715) 386-5443 MPRS #3224 WI MPCA #696 MN CHECKED BY DATE SCALE • w° d `1 V y . r b D . n}, s i ^p v F , PRODUCT 205-1 Inc.,Groton,Mess. 01471. To Order PHONE TOLL FREE I-800-225-6380 DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS IND,16STRY, DIVISION CABOR P.O. BOX MUMAN REDLATIONS PERCOLATION TESTS (115) MADISON W 53707 (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: ~TOWNSHI U NICIPALITY: OT VISION NAME: 1.41/4 NE 1/4 Z.9 /Tz9 N/R 8 E (o ~~ci~►Y I ~rZopos~ cs~-t COUNTY: MAILING ADDRESS: -140 117- T7 f. ST., ST- C- lr ~~~tvh~p R. SIFT' Io~~RT~ W1 SYOa3 USE DATES OBSERVATIONS MADE NO. BEDRMS.: 1COMMERCIAL DESCRIPTION: ~y ROFILE DESCRIPTIONS: PERCOLATION TESTS: Residence 3 N A I New ❑Replace 7\\-Zh. QO tv. A, Nom; Ll IF I;L_i-CPAWVlb P~L~Sv2~ SYS~ w/ IZ'x s2'I3~D IS WS`rnLLC'D, RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional) ~S ❑U ❑S DU LAS [:]U ®S ❑U ❑S .®U \Z~ x SZ' CWUQJ1?l1uq L 13 III- au~ 'r% SLOP$es H1vD 'TCZ'RR^tty If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: l- h SS , Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED HEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B- go. l(~Z. S )Kio~ 6~i- > q8 sEFG PRGL 3 OF 7S B- Z Q4 oZ-3 49 B- 3 q9-Z B- 4 Nbb. S k > 7 $ B- 5 98 Zo1 -4 > 9g B_ PERCOLATION TESTS } EST DEPTH WATER IN HOLE TEST TIME DROP I WATER LEVEL-INCHES RATE MINUTES f NUMBER INCHES AFTERSWELLING INTERVAL-MIN. PERIOD 1 PERT D2 PERIOD PER INCH P- N - P- P- P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. \PR 6-7 T SYSTEM ELEVATION F 3 7 E p~G_G_ K-4 -47 7 7 v4, Z S S`QyW_ Ju 1` 'W i 51 TL.. (-0C-f'trG1j of `RRC K) 6F I A uu~ S l ~o 71e y t a _ _J_ SEC, -a q 1, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. WEGERER SOIL TESTING NAME print : AND TESTS WERE COMPLETED ON: t 1- z6 ADDRESS: DESIGN SERVICE - q o CERTIFICATION NUMBER: PHONE NUMBER (optional): P.O BOX 74 421 N. MAIN ST, CST OoD 576 1S-(_lZS-O/6S RIVER FALLS; WI 54022 CST SIGNATURE: 715-425-0165 90, 2ZS DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R, 10/83) - OVER - ` INSTRUCTIONS FOR COMPLETING FORM 115 - SBD - 6395 • To be a complete and accurate soil test, your report must include: 1. Complete legal description; 2. The use section must clearly indicate whether this is a residence or commercial project; 3. MAXIMUM number of bedrooms or commercial use planned; 4. Is this a new or replacement system; 5. Complete the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 6. PLEASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; 7. MAKE A LEGIBLE diagram accurately locating yourtest locations. Drawing scale is prefered. A separate sheet may be used if desired; 8. Make sure your benchmark and vertical elevation reference point are clearly shown, and are permanent; 9. Complete all apropriate boxes as to dates, names, addresses, flood plain data, percolation test exemption, if appropriate; 10. If the information (such as flood plain, elevation) does not apply, place N.A. in the appropriate box; 11. Sign the form and place your current address and yur certification number; 12. Make legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION. ABBREVIATIONS FOR CERTIFIED SOIL TESTERS Soil Separates and Textures Other Symbols st - Stone (over 10") BR - Bedrock cob - Cobble (3 - 10") SS - Standstone gr - Gravel (under 3") LS - Limestone 's - Sand HGW - High Groundwater cs - Coarse Sand Perc - Precolation Rate med s - Medium Sand W - Well is - Fine Sand Bldg - Building Is- Loamy Sand > - Greater Than 'sl - Loamy Sand < - Less Than '1 - Loam Bn - Brown 'sil - Silt Loam BI - Black si - Slit Gy - Gray cl - Clay Loam Y - Yellow scl - Sandy Clay Loam R - Red sicl - Silty Clay Loam mot - Mottles sc - Sandy Clay w/ - with sic - Silty Clay fff - few, fine, faint 'c - Clay cc - common, coarse pt - Peat mm - Many, Medium m - Muck d - distinct p - prominent HWL - High water level, surface water ' Six general soil textures BM - Bench Mark for liquid waste disposal VRP - Vertical Reference Point TO THE OWNER: This soil test report is the first step in securing a sanitary permit. The county or the Department may request verification of this soil test in the field prior to permit issuance. A complete set of plans for the private sewage system and a permit application must be submitted to the appropriate local authority in order to obtain a permit. The sanitary permit must be obtained and posted prior to the start of any construction. IND URTIV~ENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY; CC DIVISION LABOR BOX HUMAN RELATIONS PERCOLATION TESTS (11J) MADISON WI 53707 (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWNSHI UNICIPALITY: OT NO.:BLK O.: SUBDIVISION NAME: mv) 1/4 NE V4 z.q /TZ9 N/R ►8 E (o w~~tz a I ~hZopos~D cS~l COUNTY: MAILING ADDRESS: ,LBO 117- TK ST. ST. c-~ IA l~~t~h~p S iz1- riol3~RT5 W I S1/0 USE DATES OBSERVATIONS MADE NO. BEDRMS.: ICOMMERCIAL DES RIPTION: OFILE DESCRIPTIONS: E Residence -s N-A IRNew ❑Replace \\_-Z.6-40 Iv- 1y~`t es L/ IF I !J -G t. urvv ~\ZL-S SvRE SYS`R~`t w/ 12.' x S Z ' Z3 E~ 1 S lu S`1n LLEqD, RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional) HniS EIu EIS ou ZS ❑u ®S au aS .1u ~Z' xsz-' C n,)\.) WJj L gE:T-.) * Dui TO SL45PeS n),.Ib 'Tt'g9.0I11,j If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: G f1 SS 1 I Floodplain, indicate Floodplain elevation: 111 PROFILE DESCRIPTIONS BORING TOTAL DEPTH T GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. HIGH ST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B- (7 . S ~v+~ L ? $ s ~P Ei~ 0 F 3 B. Z C? 1 oZ_ 3 > R 9 B- q01- B- y -7~3 goo. s > 7 B- S q 8 ~oz, y f, > q g 13- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP 1 WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PER INCH P- N - P- P- P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. E )-l L-ZT , S SYSTEM ELEVATION s `~G~ z °F 3 I # _T r- f . - _iP GE_ of - r - . r- 1 t 1 r-. 1 i s I I 1 I ( I T" T_ !"fir T4 :I- . E T___ i sIEC, z 4 I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. WEGERER SOIL TESTING NAME print : AND TESTS WERE COMPLETED ON: DESIGN SERVICE ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): P.O BOX 74 421 N. MAIN ST. CST O6D 57(0 1 S- y?-S-0165 RIVER FALLS. W1 54022 CST SIGNATURE: 715-425-0165 q0, Z2.S DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester, t-, DILHR-SBD-6395 (R, 10/83) - OVER PLbT PLA~1 , t O ~s u G 00 c o►-~Tiu~S U. 0 R•1 03 5Z' - Zp ? 1 l1 Z N is/Z r x ~N~Tt~u 0e~-x.98.0' N ~o 1pl - \ 52. x \ ~ B•3 35' / B • y l_oT ~ x ~ \ ~r K Z ~ w ooD STAkc~ t-Fl7w X311-t~v. q 6.9b o~v x Low 4 LoT 3 wo~~ STQ~ke w ~ L~1T}I x Y E-Yu O-e CNoT- ~aT Uuka:~ 5~-tsTL~t ~~s. qr~.o am .s lyd'SE: P\-P~e~ MUM ot= ~lz,'` cov6R OUL ~,~i~ctl~~c~at P~PSs, ~jouSE TU t3L (~T lt:'`(tST Z.S' FRor'1 3~. • Y 1~L~T PLAN 0 a-1 l~ sz x ~t~~Tltl~ 0em~, -E.9%.0' N ~o . ( RL~'p.u RTE. Q ~ - - p.5 - SZ. x \ B 3 35' 1~0 l,uT Z Bey LoT I 8►'1 - eLC~. Q7.6~ O/J 'X ® X000 Sl'Ptl~ m q 6, C) x LoT LuT 3 W /L f)T)4 X Cn~,or DoT U►uha:~ t1Jt't-tRL ~L-rE4~Ts SACsZLtm gua)s. 9610 c11.S - NOTE; P~-P~ h X►MUM 13F L4Z" CDW R Ouek tiJlS1'~ If Q170AJ prPf=-s. "OUSE TD BC-- PST LGNI ST Z.S' F(ui>7 3~'DS. w~L 4 << 4 so K ~f~GE Z ot- 3 SOIL DESCRIPTION FORM Irz R. STIEW" T Attach Soil Prot a Location a On a Su arate Sheet) C~jFNT LINEAR L24ING RATE. S ' &S PURPOSE' ~V~L•L1 ~R_ Sbll R~S~RPbt31L1 SWIM SLOPE: "10 . f) CRIPTION BY ~R~UR L. ~E6STUM ASP- I: C°T Igo - SouT~iwCST~R►.y t~~o S~~?tF Y Woo ~~-D ~ 50+~ r:? oP~ ~j2~R S DATI N~ V z6 , 1 `I 90 CURRENT LAND USE: COUNTY/STATE C-P-IZS IL K CpVIJTY (Aj VEGETATIVE COVER. NPI►-Ae - -GP-hSS Lem 1 oVr pVLUpbse%1~ tts m LOT DESCRIPTION:,"PT. OiJl~1'1JL SffG. "Z-?M, R 18Lv DRAIN G CLASS 1=`yCCCSSIU~L`( ~~1IJt~"D LOCATION: `ToL~ O } w RLT~ GALLONS PER S FT. PER DAY: d • Z PARENT M+ITERIAL(s)/DEPTH _ SOIL SERIESt Ell aT 5 HORIZON DEPTH MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKINS/ PORES ROOTS Pit BOUNDARY REMARKS in. 010 15 G r. Sz. Shp. COATINGS Z ~Z_98 1l~`CR 4~6 S SC wI ~ o- t l tib~t R 313 - S ~ 1 Sdk. ►n v h - eS Z ~.l , Z6 lo`-t R ~ - s i l Z~s b1t ttit f h ~e S 3 Z6-4$ ~o~1R sAl - s 1 l~sbk rn~1 cs 99 7.S4R. 3/ - S O S M nCc1 3 1nR.319 - sit 1 sbiz ~►f cs Z-37 lo~iRY/~ - Sl~ 1'FSbk M'Fh CS 3 37 1o~t RL 4 !6 - S O Sg ^1 'R RI N G y D Lt Z/ - 1 S 1 sblt v fr- as 0 1u G 5 o-~ log-t[a 3 13 - s 1 t 5b~c mu fa c.s 2 ~_ll0 1p`2R 3L6 - Ys o s9 til 9S 3 16-96 Vb-rfL Y/6 - S o 59 w► OTHER SITE FEATURES/NOTES: ~f 90 O0O 57~ ~sn's~ 3 of: 3 LIMITING FACTORS/DEPTH: Signature Date CST F SOIL DESCRIPTION FORM STe-Q#AV- T- Attach Soil Pr f u oca io s On • Su crate sheet) 8,65 . r: SLOPE: urt s ~~LV TE Fb~Z Sb1LSpRP`p01o SK~T~'1 7 Y, R. L . w E6 ~St ~Ti ~°tiVlPovi.►~- Sotrc)1w.~'~~-y ~1r.~D Sou"t'1t~RS'tt~Y nescn • Z6 r 14 40 CURRENT LAND USE wOOZ]~'"D 50~t 4t oP~ S [IA T I lat_ - G S C~j kyC cbwTU LAJ VEGEThTIVi COVER: COON /S A ).aT t o~ ~upus~ zsr► c~sslu~trY ata~lNt~o LOT DES P ION:' - O 1J~ to SEC:. 19, ?AKh p- 18Lv DMINACE L /►C(Z,R= N L22YION: GALLONS- PER S . FT. PER DAYi b' ozocur ~uTFRTJ1l(s)/DEPTH SOIL SERIES) E~ ~ 1~tT ~ S MY! HORIZON DEPIII MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSKCINS/ PORES ROOTS PII emwDARY REMARKS (mist) G Sz. h . N _ is l.~seh MQ cs Z ~z_98 1o~R ~Ao S o s wI s 1 1 ~sdk rrL ~ h- es 1 0 - t1 1.b~tR 313 - , Z til~Z6 lo`-tR L/ !t - s t` Z.~ sbit W, f h c S 3 z6~ 4 g ~o~~ s A. - s 1 1 'F-s bhc wL q$ 99 7,S4>z 31 S O S M n21 ~ I R.3J3 - sit 1 sets ~►f~ s - Z -3`7 lo41Z Y1Y s i I 1'Fsbk M'(► cs 37 -77 t64 R. 4 /6 - S O S 9 3 '$01211 6 ' ~ o-~ ~~~2 - 1s 1~s~~t. Mvf►- Q s 3 zJ-~8 lo`tR yl6 - S ~ ~ WG 5 • 2 Lb ~o~tz 3l6 - l s ° Sgt s - S o S 9 rn )6.913 VW-OL Y16 OTHER SITE FEATURES/NOTES: L/~2~rI .Cr -%r 2 l 1-z 6 - 90 000S.1 '46 3 B oP 3 LIMITINO FACTORS/DEPTH: Signature Date CST ~ i 4'74818 CERTIFIED SURVEY MAP LOCATED IN THE NW1/4 OF THE NE1/4 OF SECTION 29, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN LEGEND ST. CROIX COUNTY SECTION CORNER MONUMENT, FOUND. • 1" IRON PIPE, FOUND.* 0 1"x24" IRON PIPE WEIGHING 1.68#/LINEAL FOOT, SET. O CT 1 0 PERCOLATION TEST LOCATION JAMEa O'CONNELL R89*w of U06ft SL Gr* Co., WI NOTE: THE SETBACKS OF MAIN BUILDINGS ON THESE LOTS ARE AS FOLLOWS: SIDE YARD: 10' MINIMUM AND 25' AGGREGATE v REAR YARD: 25' HIGHWAY: 100' FROM RIGHT-OF-WAY LINE ORDINARY HIGHWATER MARK: 75' Z N 000 W P4 N o-0 P4 NORTH LINE OF THE NE1/4 N o 04 v H U N P L A T T E D L A N D S uH u ON H z - - - - - - - - - w w N Z W H 80TH AVENUE N88°49'21"E 2604.58' N 1302.29 z _ 1302.29 - - -N87°34'0 0"E 657.78' 420.66' - - c- v 237.12 377.0 L^ - - W 6 'i POINT OF n`' 237.12 ° - - I 3 ri ~o .ol BEGINNING Col. N ~t N r-I r-I / s I r: r I --I .-I 1 ao . / 2 C4 I o NI Ln W z w I O N / 1 y IN a W H N N z pN 3~9. 5 141.581 ~I O W 85.40' 151.72' 126.53' 252.7 ' I ! o zl T~ 237.12' N87 ° 34'(O 420. 3 8 N87°34'00E 3 p 3 \ POND i- w a I W ~Ir+l Q Ordinary ~'rni I E w tx+ F'I •I $ 4 N 0; High o ~i; 44 w Gal r4 \ ^I O;NI wl cn o w alal 3• O M .MO Water Mark C4 •I ) 2 N CO - O 00 N i I w W HI z w N ylal o M z 381.61' 39.38 , i I o HI H N C • o o IT M W •20.99 z .4I a co ~IR I z r-1 ' 334.38' 38.83 a al o0 284.94 S87°34' 00"W 658.15' ' fn al z z ROADWAY 'EASEMENT' i i 16 ' I z l z U N P L A T T E D LANDS ~Iyl i ~ ~t~l I I a+ I t 56' I I 3 OWNER & SUBDIVIDER 1 150.00' ;39' I o I RONALD R. STEWART 4 i j 740 112th STREET `O 150.00 138.8 ROBERTS, WI. 54023 I i DETAIL OF EASEMENT FOR I I APPROVED JOINT DRIVEWAY SHARED BY I SCALE IN FEET LOT 3 and LOT.4 I OCT 18 1991 of 200' 400' ST. CROIX COUNTY COMNEEHENSIVE PARKS PLANNING THIS INSTRUMENT DRAFTED BY JAMES T. SWANSON i NOTE ZONING COMMITTEE THE WETLANDS SHOWN ON THIS MAP ARE PROTECTED BY THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES AND ST. CROIX COUNTY REGULATIONS. ANY ALTERATIONS OF THE WETLANDS WITHOUT PRIOR APPROVAL WILL BE A VIOLATION OF THE REGULATIONS. Vol. 9 Page 2414 '7M aBEd 6 ' TOA saaTdxa uOTssTmmOD AN OIUnd 71XVZON •amss aqI paBpaTMOUNOS pus IuamnalsuT 2UT099203 aqI palnoaxa ORm uosaad pamsu anogs aqa -6T JO Asp sTgl am aao a amsO suns 3 g as TT d ( XZNnoo xion 'is •ss( (NISNOOSIM 30 31V1S i I' MSZs *IT- a'I oll 6T ` 3o Asp sTgl aaumO ss o sas PT vs T Pus pusq aqI SSSNZIM •dvm sTRI uo pa3uasaadaa ss paddsm pus papTATp 'paAaA.zns aq oI dtN AOAan P9TJT3a9D sTgl uo pagTaOsap pusT aRl pasnso I Isgl AJTIaaO Agaaaq `ygyMgjS -H a'IVN02I NOI1vOIa3a 3o SZ5'OI3I12IdO S2ISNM0 '3'S 9T+7`£OT +Ow''7L£'Z '3'S L66`90T TOV ££+71Z '3'S £L£`OOT TOV +70£'Z '3'S £SO`TTT TOV 6+75'Z £ ' 3' S 9TS `T6 T-0i TOT- Z ' 3' S LOL `STT +O5' 999 ' Z Z '3's £8£`LS TOV LT£'T '3's 80Z`S9 TOV LW T T 1353 MII S a0yalIOv 1853 S2Iy11 S 30VS2IOV 'ON xvM 30-ZH9I2i 9NIQIIZOx3 XVM-30-ZHJIU ONIGnIONI 101 1111111111111 Mid aavfi s (INH SSOMOd 3o H79v `~,~,~.•~`~~~~1 n s £ZOVS IM 'ssussou p ti6. SSaHSS 144ZTT OVL a > ,L,dymaSs • u awNou IMIIAIasIIS (INV ISNMO ZZOVS utsuoOSTM 'sTTea a9AT-d T6/6/OT s Ls3wvr 4aa-T43 4nuTpM 'M £TT :PastAag £88T-06 'ON 401' Z8VTZSbuosupMs • s Tbua saurpuapbp T6/TT/L : pasTAag tolls -7 066T ZT .I9qur9oaa : agpa • cures 9t4q buTddpur pup bUTPTATp ' buTA9A.zns UT A4unoZ) xT0.I0 •qS pup dTtISUMOs ua:raleM go suOT4P T 11 n.69 UOTSTATpgnS at4q pup sagngp43 u?suoosTM ;144 go 9£Z .Ia4dpt4D Jo suoTsTAOad a paiTduioo ATTn; 9Ap4 14pt4g 'appal ;0029t44 UOTSTAT 144 44tM pgns 9X14 pup p9A9Aans pupT 9114 Jo saT lppunoq XOT294X9 x144 TTp 3o UoT4p4u9saadea go9a loo p ST dpur t4ons gp14q ' pupT pTps go aeuMo at44 go uoT4oazrTp at4q Aq d-ew Aan.Ins P9T;T4;r9D pup UOTSTATp pupT 'A9AanS guns appul 9npt4 I 4pt44 AJrglaO I • p.I0092 go squauraspa oq qoa CgnS •ssaT ao 9aOul '4993 aapnbs 996' L6£ buTaq 'ssaT aO 9aOlu 'sazoy 9£T - 6 suTpquoo Taoavd sTt4s 4UTod aqq oq anU9AV t4408 Jo 9UTTa94u90 a buo p 'buTUUTbaq go 144 T ,8L'LS9 Su00,V£oL8N aouat44 :,VT'909 M„TZ,8£o,ON a0uat44 ,&ST'899 M„00,I~£oL8S 90u9144 :t/TSN 944 go V/TMN 9144 3o auTT 4sva pTps buoTV ,£T'S09 3„8Z,OPoOS aOuaL4 :buTuutbaq go gUTod 9qq oq V/TSN 9t44 30 /TMN pips Jo auTT 4SPa 9144 buOTp ,SS'8Z a„8Z,OVA S 90u9144 :4i/TaN 9144 go auTT 144-ION a14q buOTv ,6Z'ZO£T (SuTZ, Oo88N s.Ipaq 14OT14M V/TsN 9144 go auTT T44-TON 9144 04 p90u919;9.I BUT -apaq paurnssV) a„TZ, 6V.88N 9OU9144 !6Z UOT409S pTps 3o .IauaOO V/T 144:r0N at14 4p bUTOU9unu00 :sMOTTO; sp pagTaOsap uTsuoosTM 'Aqunoo xTOaZ) •qS 'ua.I.IpM 90 uMOs 'M8TH 'N6ZS '6Z uOT409S 3o t/TSN 9144 90 P/TMN 9144 UT p94POOT d-eW AOAanS paT3T4290 s-rt44 paddpul pup papTnTp 'p9A9Aans 9npt4 I 4p144 AJT4a9O Aga.Iaq '.IOA9Aang pupZ p9.aa4sT59g 'uosuvms •y saumf 'I SSFlZ)I,dllUaO S , dOXHAUflS S T C - 105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER '%DDRESS /LS(o $Q hJ4,cII FIRE NUMBER_ LL 3 ITY/STATE_ ZIPQ Z ;ROPERTY LOCATION: I_l/4 , o u c l/4 , SECTION, T 'Z yT N_R 18 W TOWN OF flcr/Cn , St. Croix County, SUBDIVISION C-5 Vr6~ q ------T~~ , LOT NUMBER__J_, 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 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 .';ystem properly maintained. The property owner agrees to submit to St. Croix Zoning a 7-ti f ication - f or. m, signed by the owner and by a mater plumber, ,~)rneyman plumber, restricted plumber or a. licensed pumper rif-ying that (1). the on-site wastewater disposal system is in c,r_ oper operating condition and (2) after inspection and pumping (if +ece ssary) , the sept,i.c tank is less than 1/3 f-u1.1 of sludge and the unc'Iersigned have read the above requirements and '.o mal.ntr,7 n the. private sewage dl. )o.`Sa1. ' h he .:t;snd 1 } >t:em in accordance forth, herein, as se1_ by the Wisconsin DNR. 1 t been i t ication ;t.atinq that your septic ha >r n mail l l _t_ecj ~1nd rreturned - maintained must be to . the St. CI-<1 l~ i.} CO. 70I1.1.I1( 0 t hc. fliuce year e%~~iration date X f is within . S I C, N L:~_ ~.~.oix cc~. --;,,ct Office 4th SL. r • 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 ~n delays of the permit issuance. ,should this development be intended for resale by owner/cohtractor,(spec house), then 1a sr^ond form should 'be retained and completed when the property' is sold and submitted to this office with the appropriate deed recording. Owner of property _ I •erl A hj CS 1-a rl I rtC, 1Pr Location of•property1 LAJ1/4 1/4, Section ~9 Z T-N-R /00 W Township (8~L } Mailing address Address of site Subdivision name Lot no. other homes on property? es_ k No _ .Y PrOVJ.our3 owner of property _ c~ IQ S t. e( Total size of parcel Date parcel -was created _ Z6 Are all corners and lot lines identifiable? Yes No T.^ this ,pgroperty being developed for (spec house)?,_Yes ~ No Volume and. Page Number _ as recorded with the Register of Deeds; Z Z INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER & 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 n h o ice of the County Register of Deeds as Document No.r(_ own the proposed site for the sewage disposal and t system) orreI e(we) obtained an easement, to run the above described property, for record d in ucthtieonofofficesaid system, and County Registers of d©edss as been Document No. signature of applicant Co-applicant Date of Sig tore Z^l S~ Date of Signature• F• 02, -15,y4 II:1ii FIRST F1 DF:R:i1, oo2 s 02/14/94 10:16 %2608_735 1665 - FIRST FEDERAL RF FIRST 3 BAR 1Ct1-r~~7 i QFvR+ Z =$Q THifi saACE R sERYE FG~i REGQR:IliOr ` f WARRANTY DP 502364 VOL if Th-iis weed, i.w? iER'S OFRCE I s~_nl+~~ - . ..4......---- scs war ST CF^J C0.0 i JUL 13 1996 l! 3 - ~d s i ? M :It . , . . . ......-........V8 A l i a#~~ li, _i1L: the yr- G (s^tOr, *CiT L •l! r -t '~~.~..%ti~'. F. ~ F•T _v r: I:B.~12 Cottsit~E': estate ':f ..;a,y- 'C ~ R .v .,.n_. --_=~1 A par - e! - 2 f ~0-nt:V it ~`r ~TIl v1 Yin Lot I :'t: p dated Dec", G r L.7 i ?e V ll.7.° e Y Of R~CC~ S ~?:-tLb e L f Octobe ~l _e 41 E3serrie:i~tS ~f recor , 4f rly i ~t 4 1C~ i i ~I I~ ~ I t y .,SD FE a ii i ii, :C: t#;Lh Li" Ard here i;.:w I~ > " i..^'t'.'.$L8 rR'.C r.,l"lT;.Q •G :aL.p,, 1. HSR~:r" ' :C tisu5'_~G? ICs fee S.':r1J:E dad 'rem,, aft'! 4' ..Of . - , .'L~.'~?;C E,^^ QerarC _rB tt;RC. ll 1 SEE : c~Lt s r y ~i i• A.UTE,NT ICATI0 'I Sign ......•--..._f..----- ? ss. !I u if gut~jl : dd z day e'00122 :y rase-cef_ro me 'thLq I `F . - • ;9------ , «i'le above r-=ee if ~r.: - it : r s -prrT~ bT ' .C~ . Iv , f j r - _ 2d'b' •`-0~.~8. Wis, S-Z-3 - ; • ....r` • , # $0 me 2::20 ~ be ..c" • it S, , ' • ,4e person zaxaL-ted '.he ::lSErament a-rd ackaewledga t'- !Sgm i !ge({MS'srFT:iS!1E PtiT WAS nRAF`•EM BY J orv •R. Gavic - , i~ 3 5'iG ~.}rB3T r-•~iV` -c~ 3 <aK.:~ -°cbl:c fSi~natures may be aaLh_n°~iG twee ~~g Licated or achoS>+ledged. Batt Si:' emrrisaier, p ~t • C~en±y, his, ~:b ei i:~YiPAt. kLk..7 ' 3GgL~ °`I7.. a net - .'-9---------> sit-r8~t cC acssnrs nigc:ing ir. day a rxiny zi❑.id hg *.yaed or . 7P'Pntad baI w tfir _ II 4 jr SiCrrtm~_ ~ I - - - ,.4 BSA ERR ~JF WTSC4:; Fr I O~ Olt ♦ w µ V-i 3/4 (4. 33) toil" qI 4~ 4.1~1 ALKJC~~ DED!?A,RTENT OF REPORT ON SOIL BORINGS A SAFETY & BUILDINGS ND II~DUSI~iY, DIVISION LABOR AND PERCOLATION TESTS (115) P-0- BOX 7969 WI 53707 HUMAN RELATIONS fi~ _f I (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWNSHI UNICIPALITY: OT NO.:BLK. NO.: SUBDIVISION NAME: UW ~ NE ~ zq /T-z,3 N/R 18 E (o wR~ze I ~~Pos~ cs" COUNTY: LING ADDRESS: 1/7- T}f, ST".. CRQ~, K-*,h~eJ tom. S R_7- r r~oT3~RZ`S W1 SC/oa3 USE DATES OBSERVATIONS MADE 70= DESCRIPTIONS- 1PERCOLATION TES NO. BED-3 RMS.: 1COMMERCIAL DESCRIPTION: - A New ❑Replace Il 1\_Z 6._CM EaResidence [ y 4 IF- Iu-Gh.~~,vv ~1ZL-SSvR~ SYS`t'~'1 w/ I2.`~c SZ'Z3ED 1S WstALLESZ, RATINU'grewilalYfe for system U= Site unsuitable for system ONVENTIONAL: MOUND:a:iT N-G ROUND-PRESSURE: SYSTEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM:(optional) " S $ LA'S ❑U ®S ❑U ❑S.®U \ z'Y.SZ' Coa0vo,)nuuiij L e~~ A- DUB 1U S L-01> e S (`11uD TNR 9.01t lv DES If Percolation Tests are NOT required IGN RATE: If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: C _L f\ Ss Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO ROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. HE TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) 3 B- )I 9a 1(~5 Z, S ~vo>JL q $ s ~ OF B- 4 1 0 Z- 3 > q 9 B- 3 _T') qq•Z > ~7 B- V~l o• S y > > q g B- S 9 8 loz, L4 B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP I WATER LEVEL-INCHES RAT ES NUMBER INCHES' AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PER INCH P P- M . 14\ P- P- P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. ?P\ Gc- lJ 1 S SYSTEM ELEVATION S ~t<~e °F 3 r_ i t ! ! , 1 - ~ - t-`1 AU -4 ft ?llb- ~a ~ 1 Zr Y -1 Itiw,l ! tv E~ ~l ~ , i i I j i S~-C., '2 Q I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. WEGERER SOIL TESTING NAME print): AND TESTS WERE COMPLETED ON: DESIGN SERVICE _ ~l-zb-go ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): P,O BOX 74 421 N. MAIN ST. CST- 36LD S-% 'Is- qzs_r0d6s RIVER FALLS; W1 54022 CST SIGNATURE: 715-425-0165 qp, zz.s DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. 1 DILHR-SBD-6395 (R. 10/83) - OVER - P~SL ` O~ 3 i ~~~=zoo l 0 c.A~'Nu~2 S u. O sz~ _ z. o ? IuZ B,Z cn x ~N~TlF1L ~ ~o A\L sZ X B~3 35' / l~0 B y . l,oT Z LET I sh - ~4.C~ , q 61 ~ o>J X lug )C- O%D SM1z~ All w/ L.NTN Z37. 1 L' 13N -tom. c~ 6.9b o~v \~orv PIPS x LoT 4 LuT 3 y, 4 100. W, OA-3 `li - Z i WOp*\---.-~ Smoke W BATH x t-tlu cj.C C nor \ oT tau~> 11J 1't-I p~ L tW'TE; ~LPcCE h\~X1 uM ot= 41" COV4"7R OVA FUtSiTG1Q.~'P~JII p1A~. DOUSE. 'TU QL. l~rT LL'`hST 25' FR.vh 3~~5. 4 so' w f~ w tM-L- SOIL DESCRIPTION FORM ST~W#iVT- Attach Soil P u oCa 'o a 0n Su crate Shea I a.6s I -RATE., • ~v~LV R ' Cow►Pova_ SWTOV j*sYi l7-71 Niue SOu s'TI .Y DESCRI ON BY 1-T R•~'~ ~R• 1• • W EC f,ST s S Tr ~o a z6, 1990 CURRENT LAND USE: c Co~ru tti l v' T !ut - S. COUNTY /S A SY ~ ~K LpT Oar PFui USiEU ZSY► IS CCsslueuy 'a¢!~lf~JL~t~ LOT D S IP ION: • OF 9, SEEG. Z9►J, R lbw DRAME S ' p. '71, GALLONS-PER $0. FT. PER DAY: L T S 5011 SERIES; E?l ~ e'tZ PARI T 1T RTAL PT 1 .1 wim 44y! UON OEP111 MATRIX COLORS MOTTLES TEXTURE STRUCTURE CONSISTENCE CLAYSK SS/ PORES ROOTS PII BOUNDARY REMARKS AID _CO FXXi I nl G SL. h ~ CS 1 o~tZ 1O~iR. 3!3 - ~ S 1.~sbh M~`~ Z Iz_98 1.u`CR ~1~6 S o s ~ G z cs 1 0 -11 tb1.4? 313 - S 1 '~Sblz ►n v h 2 tit, Z6 lo~-t R Lf l - S Z ~'Sb~c h, f h :»c S 3 -6-4 $ Io-cR s /6 - s l ~sbk wt 'Fi as Yg_99 7.S'tk 3 J - S O S Nt n21 3 , _ o l by R. 319 - s I;1 1. s btu >n f Z -1- 3`7 lomlR Y /Y s i 1'FS 4~k fti. S O Sg M r~ 1.o11 R 4 !b $o1Zl N 6 3 ZJ -7$ l o`i R v - S o s yv)1 o wG 5 1 0 -'I 1o~-t 313 - S ~ 1.'~ 5 bk m ~ 'fir, ~ S 2 7- lb IO`4R- 316 - YS o S9 1yt1 3 1b,9L3Io6rfL y/6 - S o s9 rn r - OTHER SITE FEAT RESAOIES: . tip '`y1~ ~t _ I t - Z4 .90 o 00 Yon 6e 3 of 3 LIM;TINE F.A~IORS/DEPTH: Signature Date CST 0 ftd c 29 7,29,0 OZ<^ /D7z /oD /s4 ~dt~ i1~161 s✓C~' yUG/l5"~ R/l, ZJ .lg //lt/,~1~ ePE~ w9 t-~~A~ .t!'! F Zd f~ r"✓ a',tje f " n y le" r , /'y su-:"f r",a ? /s=A) 4'4818 CERTIFIED SURVEY MAP. OCATED IN THE NW1/4 OF THE NE1/4 OF SECTION 29, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN O' LEGEND ST. CROIX COUNTY SECTION CORNER MONUMENT, FOUND. ^ • 1" IRON PIPE, FOUND.. L~:l~i~ 0 1"x24" IRON PIPE WEIGHING 1.684/LINEAL FOOT, SET. QCT 1$~g~++"' .WYIES O'CONNELL O , PERCOLATION TEST LOCATION Paglii* of Daft NOTE: THE SETBACKS OF MAIN BUILDINGS ON THESE LOTS ARE AS FOLLOWS: ti SLCrobtco-liI SIDE YARD: 10' MINIMUM AND 25' AGGREGATE REAR YARD: 25' HIGHWAY: 100' FROM RIGHT-OF-WAY LINE ORDINARY HIGHWATER MARK; 75' W ~ 00 O z ~w NORTH LINE OF THE NE1/4 0o w z N ~t~+z U N P L A T T E D L A NDS u H z n-IWN 80TH AVENUE_________ Z W H - N88°49'21"E 2604.58'cn N Z H 02.29' 1302.29' 13 -87°34' 00"E 657.78' - - _ 23 .12' 420.¢(1' _ - - - - 23 .12 ' - - _o - - 377.0 6 POINT OF ` o- i BEGINNING rrli 3 M o -41 N ~t N N 1 O N I r-I •-I 00 r-I ~I N ul f I o NI v11 W ,w7.., ~r~ N 6z 3 9. 5' `41.58 I c `85.40' 151.72' 126.53' 252.7 ' I al N ,ri 237.12' N87°3400 420."13'\ ; i o zl w j' ,°c. g N87°34'00"E p 3 PCND ~ 141 ~a z Ordinary Ip--.I Iil ~w' w rr H .I 4. N rn. High; I W I ,tir-I o Water Mar ' V] N I I v, o c I~wl N C N I I N 39 38' o 1 H z N 00 ylal o M z 381.61' 4 1 I W H i F-I a, in S87-34'UU' W .99 z 141 o ~I~I x r-11 ' • 83 a a 1 c>4 00 A o z 284.9S87°34'00"W 658.15' ; I H P41 ROADWAY IEASEMEN 116 1.1 z I z CA) I U N PL A T T E D L A N D.S I ~I I ~ I OI Hlyl I Hill 1 1 I I ' ► I I 3 OWNER & SUBDIVIDER o 150..00' 139. I' o RONALD R. STEWART 1 740 112th STREET 4 I ~O I ROBERTS, WI. 54023 150.00' 138.8 ' 1 j DETAIL OF EASEMENT FOR 1 I I~ JOINT DRIVEWAY SHARED BYE I SCALE IN FEET LOT 3 and LOt.4 OCT 18 1991 0' 200' 400' ST. CROIX COUNTY THIS INSTRUMENT DRAFTED BY JAMES T. SWANSON COMAEMSVE PARKS RANMNG NOTE :ZONING COMMIME THE WETLANDS SHOWN ON THIS MAP ARE PROTECTED BY THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES AND ST. CROIX COUNTY REGULATIONS. ANY ALTERATIONS OF THE WETLANDS WITHOUT PRIOR APPROVAL WILL BE A VIOLATION OF THE REGULATIONS. Vol. 9 Page 2414 ls~ ~ yyG~9-zo /071 0 AF6; c, 29 7,Z~t U O-~.< p & ,elk w 9 V 04 /0 7 s~ d'v i n /.~d e~•4-- ,*p rts u/t 51t-ZQ T.kGti k/,S- u.• es /7, 474818 N lob - I 97/ CERTIFIED SURVEY 'MAP OCATED IN THE NW1/4 OF THE NE1/4 OF SECTION 29, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN LEGEND ST. CROIX COUNTY SECTION CORNER MONUMENT, FOUND. • 1" IRON PIPE, FOUND.' 0 1"x24" IRON PIPE WEIGHING 1.6841/LINEAL FOOT, SET. OCT 1 6 PERCOLATION TEST LOCATION DES O'tIOANNEU. Re9w of UNIX NOTE: THE SETBACKS OF MAIN BUILDINGS ON THESE LOTS AREAS FOLLOWS: SLcmk%1 SIDE YARD: 10' MINIMUM AND 25' AGGREGATE REAR YARD: 25' ~ HIGHWAY: 1001 FROM RIGHT-OF-WAY LINE ORDINARY HIGHWATER MARK: 75' N N 00 w z 0 O z NORTH LINE OF THE NE1/4. ;0 N_ ~ O o •n H U N P L A T T E D L A N D S rn ~vrn ~,n z ti H 80TH AVENUE N88°49'21"E 2604.58' to N z W N ' 1302.29' 302.29 -N87°34'00"E 657.78' 23 .12' ---------q-- ,0 - 4 --POINT OF s-0jA2j . - la -6 23 .12' o • 3 + O%o SDI I BEGINNING M M mx O t N N -1 1D.t M \ r-q 00 H N u1 ! I NI^ ^ i WG z N V1 0 f\ to ' N d N z 0 3 9. 5' `41 58~ i. I , NI O '85.40' 151.72' 126.53' 252.7 ' ' taI N ;I'` • is Ln5 237.12' N87°34'(O 420. 3w` ; i o zl c ! ^ j 8 N87°34'"E p 3 1 -It I z Pw NISI Y 4 4 N rn. Ordinary ~'II al w w ? o•nI 3 c l o'M w AI. NIiWI.,ks ao cn Water Mar zI I M ,o zz 39:38' ~Io HI z z N ytal o ~ M 381.61' qv T ' ^t HI a ~ z I ~tDl z Ln OL," S87'34!-00"W 420.9 o . 284.941 OI a al P° m (coo S87°34'00"W 658.15' ; H P41 Al o z ROADWAY 'EAS EMEN -bt 16 ' I z l 5 z UNPL ATTED LANDS w pi , I MI C4 H ' OI Hlggqyl I ~ ~I~I I ~ I I I 1 561 3 I i 36 OWNER & SUBDIVIDER o 150..00' 139• I' c RONALD R. STEWART 4 , .o I 740 112th STREET , 38.8 t j ROBERTS, WI. 54023 150.00 I I f DETAIL OF EASEMENT FOR I I JOINT DRIVEWAY SHARED BYE I SCALE IN FEET LOT 3 and LOT,. 4 I OCT 18 1991 0' 200' 400' SL CROIX COUNTY OOAAPREHeVSiVE PARKS PIANNING THIS INSTRUMENT DRAFTED BY JAMES T. SWANSON ! NOTE ZONING COMMIME THE WETLANDS SHOWN ON THIS MAP ARE PROTECTED BY THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES AND ST. CROIX COUNTY REGULATIONS. ANY ALTERATIONS OF THE WETLANDS WITHOUT PRIOR APPROVAL WILL BE A VIOLATION OF THE REGULATIONS. Vol. 9 Page 2414 U~