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HomeMy WebLinkAbout020-1353-46-000 a o I m Co I QO p vq. m I v 0 . � I 0 N I O I rn y I O I a � I I I I z° E LL = 3 O N 3 at Q z I g z 0 w E I0 z $ te v p cd rn : m v,�m� CO N w 4. m 2 N= M H to m _o m L Z U U .. O r a w a zoEod o a o a E ovmc 2 N O Cc My CO rn O = >,'O N O = y EO U U ' N r- :3 O. O Co O z z O z �T E N N *� 0 .. 3 t0 O. 3 r m C �� @ O Cp fA 0) V) :3 O� FL S 0 Z •� oaaa y a O 3 N S rn 0) V) J V c (A O) z N ' N CL U-) 9 m O N C _ N C O CO C N j N Lo r ri c v i M 0i r o = W =O p' M U =O 7 N , O) w ~ O N = T M O CD ` sE cc Lo z o IL L a Cd `I�i E ` 'E c :: Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count y INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 353143 Permit Holder's Name: ❑ City ❑ Village g Town of: State Plan ID No.: Town of Hudson T ev.: Insp. BM Elev.: BM Description: Parcel Tax No... L0 6 :� TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION AHI FS ELEV. Se p tic � ZOU Benchmark 16"Y t BS ys Dosing r tfA P 1 1 1. d OD Alt. BM /U 0 Aeration Bldg. Sewer q Hol Q / Ht Inlet p 9 3 TANK SETBACK INFORMATION / Ht Outlet D 79 1 TANK TO P/ L WELL BLDG. A mmo e ROAD Dt Inlet p 9, } Septic 5 Aj/j' -9,f-1 NA Dt Bottom Y :7, Dosing t Q ' t� `► �(l NA Header / Man. a /OZ�d 3 Dist. Pipe �' /0/ gap olding Bot. System , h /o , 3 S PUMP/ SIPHON INFORMATION �� Final Grade Manufacturer 6 ��,JA fi Demand St cover ez • Z Model Number ,�Z .117G-PM b . do 10f P3 a� TDH Lift Friction 73 S ystem TDHJT Fts oss Forcemain Length! r Dia. Z ^' Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width , Len th r No. Of Trenches PIT No. Of Pits Inside Dia. id Depth DIMENSIONS 1A k, DIME SYSTEM TO P / L BLDG WELL LAKE ! STREAM LE M acture SETBACK CHAMB INFORMATION Type O odel Number: System: f 7511 A OR U DISTRIBUTION SYSTEM Header /Man old r� Distribution Pipe(s) q x Hole S e x Hole Spacing Vent To Air4sialce Length Dia. Z � Length Dia. Spacing � I > ,Oe0 r 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.) Inspection #1:1U /I y/I Inspection #2:/a //s Location: 875 Alex Lane, Hudson, WI (SE1 /4, NEI /4, Sec 36 T29N- R / W) - 36.29.19.2046 1 /v -j f9, S5___ s 1 /f Ye Wter ACS Eli f /4 (' r .1. /K/ d , pfewriy Or 'f� Plan revision req�iired? ❑ Yes ❑ No Use other side for additional information. x SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: 2 ` e a e ? i .mY.w � I p _ k } c . � Vi m.. ... S j a °s, ._. _ ......... ... ........e ... '.,,�n.. ....te .. s„,,. .,, ..._...... . � ....., s.. _... ..,. ... ...... ,. _,.... � ..« ,� � k } # ; I t c a E 4 P £ � f s r_, g s � i a n P # _ _ J 1 E # g r a i• t 1 3 E � 3 } i � Y £ e ; _ # g m �e { t � 1 .1. ,. . . ..... E d y n.= #... ,g .. 3 a v. . 6 3 = e a { £ e. a # t S { 3 d ...... ... ...... . ..... .... sM. r .. a.V. ... �..,. -_.... A.,,. a.. .. ». s. .. n.N». ..,.. > ....,. ., _. ., e. . .. ,. -,.. -- ...... _ ....... ......, ..... _ Ww �_ 9 ,. .....,e, ., � .... ,a . �.+ -.�. W.L �..,.. e® -.P.a ..� .�.a.�. = -...,� r ■AS Safety and Buildings Division SANITARY PERMIT -ICON :" 201 W. Washington Avenue *s In accord with ILHR 83.0 , A' m. Cod fL� P O Box 7302 Department of Commerce ' Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the sy rsrry, on paper no'E46S c than 81/2 x 11 inches in size. • See reverse side for instructions for completing this applic tlon :,9 St a nitary Permit Number j y 3 V 1:OUNTY Personal information you provide may be used for secondary purposes A C , ck if revision to previous application [Privacy Law, s. 15.04 (1) (m)). J e Plan I.D. Number I. APPLICATION INFORMATI - PLEA�E PRINT ALL INF A " V Property Owner Name 1/4 1/4 S Tl , N,I R� 1 E (Or) Property Own is Mailing Address Lot Number, Block Number City, State Zip Code Phone Number Subdivision Name or CSM Number II. TYPE F B ILDI G: (check one) ❑ State Owned ❑ Cit ( Nearest Road El Public 1 o amil Dwelling - No. of bedrooms ° own of ul)5o orff inAi WOO 1%41 III. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo U10 t3S3 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facilit • / 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining so I �i 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/ Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. ® New 2. ❑ Replacement 3_ ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an ______System _______ System _____________ Tank Only______________ Existing System ___ System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 P4Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure r 42 C] Pit Privy / fC© 13 E] Seepage Pit (� X � 43 ❑Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: tt" f• 4,r 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7 Final Grade equired (sq. ft.) P roposed (sq. ft.) ( als/day /sq. ft.) Min. /inch) levation C) 0 2 Ipl�, 100 Feet - — Feet Ca acit VII. TANK in allons Total # of Prefab. Site Fiber- Exper. INFORMATION New Existing Gallons Tanks Manufacturers Name Concrete stun- Steel glass Plastic App Tanks Tanks SepticTank g -Tarok (100 "— 12-00 m � ❑ ❑ ❑ 1:1 11 El / k der 8 1 � ® ❑ ❑ ❑ ❑ ❑ STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumb &, Sign ur MP /MPRSW No.: Business Phone Number: y v�TCs�4 2,214 7t5 -218 �9�i,� . Plumber's Address (Street, City, State, Zip Code): IX. COUNTY/ DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (includes Groundwater ate ssue Issuing Agent Signature (No Stamps) R Approved E] Owner Given Initial Surcharge Fee) / Adverse Determination 1 y X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: ]=( <:. J�IAi vl, 7 SBD- 6398 (R.1 1/97) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 - 266 -3151. To be complete and accurate this sanitary permit application must include: L Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. 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 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. f A Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 - TDD #: (608) 264 -8777 8 visconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 22, 1999 CUST ID No.220357 ATTN: POWTS INSPECTOR ZONING OFFICE BRADY J UTGARD ST CROIX COUNTY SPIA 110 KELLER AVE N APT 112 1101 CARMICHAEL RD AMERY WI 54001 -1034 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 09!22!2001 Identification Numbers Transaction ID No. 245725 Site ID No. 180680 SITE: Please refer to both identification numbers, Site ID: 180680 above, in all correspondence with the agenc ST CROIX County, Town of HUDSON; COTTONWOOD RIDGE, HUDSON 54016 SE1/4, NE1 /4, S36, T29N, R19W Facility: TRENT & ALICE FARAGO COTTONWOOD RIDGE, HUDSON 54016 FOR: MOUND, 600 GPD Object Type: POWT System Regulated Object ID No.: 490973 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in .P chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. �' . "� cow The following conditions shall be met during construction or installation and prior to occupancy or use: ` 1. This plan action is subject to designer comments on the plan. �q 2. The orientation of the mound system must be such that the mound's longest dimension is perpendicular .'_7M, .rT to the direction of maximum slope. 3. The area 25' below the downslope edge of the mound must remain undisturbed. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to y CO H R inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 08/31/1999 - - FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 PATRICIA L SHANDORF , POWI� PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM PSHANDORF @COMMERCE.STATE.WI.US WSMART code: 7633' B t ' MOUND SYSTEM DESIGN Residential Applicadon INDEX AND TITLE SHEET Project Trent & Alice Farago 4 bedroom residential mound Owner Trent & Alice Farago Address 1554 Namekagon St., #11 Hudson, WI 54016 Legal Description SE1 /4NE1 /4, Sec.36, T.29N., RAW '.T.S. Township Hudson County St. Croix � 01111'lly Subdivision Name Cottonwood Ridge Lot No. 46 V 1 Parcel ID Number 020 - 1353 -46 -000 OF COMME DINGS Plan Transaction Number p DENCE e Index and title sheet Pagel Mound calculations Page 2 ,r C Mound drawings Page 3 Pres. dist. calcs. and laterals Page 4 TDH and pump tank drawing Page 5 Pump performance curve Page 6 Site plan Page 7 Attached soil evaluation report Page 8 Designer BEggy Ut and I t License Number 220357 Signature Phone No. 715 - 268 -6995 Date 8/9/99 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Wis. Slats. Personal information you provide may be used for secondary purposes [Privacy Lew, s.15.04 (1)(m)). SBD- 10462 -E (R.05198) Page 1 of 8 s MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch - pounds Metric Residential or commercial? r (r or c) (y or n) C n Replacement system? Creviced bedrock site? n (y or n) Slope 12 % Wastewater flow rate 600 gpd 2271 Lpd Depth to limiting factor 32 in 81.3 cm In situ soil infiltration rate 0.6 gpd/fe 24.4 Lpd/m' Contour line elevation 99.6 ft 30.36 m Use standard fill depths? x OR Design depth? in cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design rill depth. Center or end manifold c (c or e) Hole diameter 0.25 in 0.125, 0.156, 0.188, 0.219, 0.25, 0.281, or 0313 inch oniv. Lateral spacing 0.00 it Use 0 lateral spacing for trenches. Estimated hole space 3.50 ft Not a final calculation. Number of laterals '° Pump tank elevation 90.5 ft Outside bottom of tank. 0. Forcemain diameter Forcemain length 2.0 in 1.5, 2, 3 or 4 inch only. 2.067 in Actual I.D. HOLE DIAMETER CONVERSIONS 1/8 = 0.125 1/4 = 0.250 SYSTEM SOLUTIONS Inch-pounds Metric 5132=0.156 9/32=0.281 Estimated daily flow 600 gpd 2271 Lpd 3116=0.188 5116=0.313 7/32 = 0.219 Absorption cell Design load rate & area 1.2 g p&W 500. ft 46.45 m' Linear loading rate (LLR) 6.00 gpd/ft 74.4 Lpd/m Design width (A) 5.00 ft 1.52 m Cell length (B) 100.0 ft 30.48 m Depth of cell (F) 9.5 in 1 24.1 1cm Sand filter Upslope fill depth (D) Zfe in 30.5 cm Downslope fill depth (E) in 48.8 cm Basal area required (gpdfinfiltration rate) 92.90 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (iQ 10.78 ft 3.29 m Up slope toe length (J) 6.20 ft 1.89 m Down slope toe length (1) 15.90 ft 4.85 m Total mound length (L) 121.56 ft 37.05 m Total mound width (W) 27.10 ft 8.26 m Project: Trent & Alice Farago 4 bedroom residential mound Transaction Number. Page 2 of 8 i MOUND PLAN VIEW observation pipes (typical) J 27.1 Ift A� A = 5.00 ft 1.52 m 8.261m :;::;:;:;::::::• :.;. ;: ; ; ; ; ;: ; ;;::::.::::::•:: B = 100.0 ft 30.48 m W �- J = 6.20 ft 1.89 m I K I= 115.90 ft 1 4.851 m K = 11 0.78 ft F 3.29 m _ 121 56 ft 37.05 m typ. obs. pipe (anchored securely) I = down slope dimension = absorption cell (A) B) J = up slope dimension = plowed area (LxW) K = end slope dimension s" (152 mm) T MOUND CROSS SECTION D = 12.0 in 30.5 cm lateral topsoil H subsoil cap E = 19.2 in 48.8 cm invert 101,10 ft F 9.5 in cm elev. 30.82 m F G - 12.0 in 30.5 cm T ASTM C33 H = 18.0 in 45.7 cm y Sand Fill y Sys. 100.60 ft elev. 3 6 m 99.60 ft contour 30.36 m elev. 12 % ----> slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cell media will consist F = absorption Cell depth of aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across AxB media. The cell H = subsoil + topsoil depth at cell center media is covered with geotextile fabric. Designer notes: Project: Trent & Alice Farago 4 bedroom residential mound Transaction Number: Page 3 of 8 PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch -pounds Metric Width ( A) 1 5 Ift m 1.52 Length (B) 1 100.0 Jft 1 30.48 Im Lateral specifications Number laterals 2 Holestlateral 14 holes Lateral length (P) 48.38 ft 14.75 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate Mal gpm 1.03 Us Sys. dis. rate 32.62 gpm 2.06 Us Hole spacing (X) in 109.2 cm Lateral diameter Pipe dieemv ter Design options Design choice Designer must 1 in (25 mm) Place X in red W' one choice 1 114 in (32 mm) box of chosen from the options 11/2 in (40 mm) x x diameter. provided. 2 in (50 mm) x 3 in (75 mm) X Manifold diameter Pipe diarneter Design options Design choice Designer must 1 in (25 mm) 'X" one choice 1 1/4 in (32 mm) None required. from the options 11/2 in (40 mm) No choice necessary. provided. 2 in (50 mm) 3 in (75 mm) 4 in (100 mm) Distribution system contains: 2 Lateral(s) LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. I z P ) end cap all i I<- X ---> I<- W27 02 +1 Laterals & force main of PVC Sch 40 Last hole drilled next to end cap (per CQMM Table 8+4.30 -5) Holes driled on the bottom of the lateral. • = permanent end masker equally spaced Inch-pounds Metric Lateral length (P) 48.38 ft 14.75 m Lateral spacing (S) 0.00 ft 0.00 m Hole spacing (X) 43 in 109.2 cm Manifold length 0 ft 0.00 m Hole diameter 0.250 in 6.4 mm Lateral diameter 1 1.50 lin 40 Imm Forcemain diameter 1 2.00 in 50 Imm Project Trent & Alice Farago 4 bedroom residential mound Transaction Number: Page 4 of 8 TDH and Pump ank Drawing 9 Total Dynamic Head Operational head 2.50 ft 0.76 m Vertical lift 9.60 ft 2.93 m Are laterals the highest point in the Friction loss 1.81 ft 0.55 m system? Yes "x' here. x Total dynamic head 13.91 ft 4.24 m If no, what is the highest elevation Dose Volume downstream of pump? Dose is > 10 times lateral volume Forcemain drain Lateral void volume 10.2 gal 38.6 L back to tank? ( "X' one) Minimum dose 150.0 gal 567.8 L x Yes Drain back 17 gal 65.9 L No Dose volume 167.4 gal 633.7 L Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. approved manhole cover with weather proof waming label and locking device grade levels junction box - - � grade levels disconnect alternate 4" pipe electric as per NEC 300 and : E- outlet Comm 16.28 WAC location 16'(46 cm) min. V all of pump k approved chamber or outlet joint combination tank A Provide 1/4" weep hole or anti - alarm on siphon device as necessary pump on B Grade levels pump 91.5 ft C - pump tank manhole = 4" (10 cm) off elev. 2 7.9 m minimum above finished grade D - vent =12" (30.5 cm) minimum above finished grade 90.5 1 ft Pump tank elevation 3 " (75 mm) of bedding under tank 27.6 m bottom of tank Tank manufacturer Weeks concrete 800gallon Pump tank capacity 19.5 gal/in Pump tank volume 799.5 gal Pump manufacturer JGoulds Inches Gallons Pump model number 3885 WE03 H o A 20.9 407.8 B 2 39.0 Alarm manufacturer ILEVELARM E C 8.6 167.4 Alarm model number DLV p D 9.5 185.3 Project: Trent & Alice Farago 4 bedroom residential mound Transaction Number: Page 5 of 8 MODEL 3885 MODEL • i Su • Submersible Sewage • r d.. .,fir;:• V r � V ,L . ,,5y1 I Jlil � i ' Ellluenl 1 ' j ME1E115 EEEI i MI MIS MY s MODEL• 3885 ( � I MODEL: 3872 ,. I i s , i I C3 I i ..I Z 211 2 /l � z to - -1-- - - E -� n j Q hl /n i fQ- J " I tip. 'u Ju 'alp, _ U 0 l , (311.1 a SO 60 0 IS 0 10 JO 70 0 Ilt I I - . � 0 2 d 6 a 10 IJ IJ I6 nr hr za - - 'ao 80 so so io - no so iio no i�u ino us rrM CAPACITY lou — — Pump Specifications Features and Benefits Pump Specifications eatures and Benefits y Hp -Glass filled, thermoplastic vortex 'h through V12 HP •AII models feature silicon carbide Up to 75 GPM impeller with stainless steel Up to 13D GPM mechanical seal faces for superior Maximum head to 18' insert and pump out vanes for Maximum head to 123' abrasive resistance and extra Discharge size 2" NPT mechanical seal protection. Discharge size 2" NPT long life. Solids: 2" maximum • Rugged glass - filled thermoplastic Solids: ' h " maximum • Cast iron semi -open non -clog casing and base design provides impeller with pump -out vanes Motor superior strength and corrosion Motor All motors feature ball resistance. All motors feature ball for mechanical seal protection. bearing construction. bearing conshudion. • Rugged cast iron volute type casing Single phase: 115V *Cast iron motor housing for Available in Single and adaptable for slide rail systems. Materials of Construction efficient heat transfer, strength and durability. Three Phase 115, 200, • Corrosion resistant threaded 230, 460, and 575V. stainless steel shaft. Cast iron Thermoplastic •Corrosion resistant threaded All single phase models ■ Motor is fully submerged in high Stainless steel stainless steel shaft. have capacitor start motors. quality oil for lubrication • Available in automatic and manual Materials of Construction and efficient heat transfer. models. C'Ist Troll • Optional silicon bronze impeller •CSA listed models available. Sl�linless steel available. • CSA listed models available. �L underwriters Laboratories All Models are designed for continuous operation and feature stainless steel hardware. P (o7P S i y &6�co GOCac( ra; 3 td. Of p; t Q .» .. t ♦ E/e ✓a:on N I E/„, 6Y e. All P•b,osed Sao 9 &9 - - - -- P »mP Cham 200 9aQ. � I 96.7/ , � �r7►t -D 3o3y�1/.C. s e- fang• \ Ord- , eFEIK�.►� -1r „e o ..— Prepes¢d wel( -9 � ProPose,d z "Sek Vo # t1.6. Ora MW d . q bedf m a S/ below maid bed �(�M -6 3o3d -d 90 ` a /on9 cA nt�w'�o ca►t6cr p ✓.C,bui f e 5i L nce .� me. "A(d lee-crop”. i = yjd;( iy1 E J � Charry �rce. El eV: = IC�. i I o , 637.07 _5MI14M, 6cO-..3G 7 R. 15 7 w, 74 W//u.0450 708 • :wiscapsin Department of Commerce SOIL AND SITE EVALUATION Page l of 3 _ .Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8' /z x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and _ St. Croix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. - Parcel I.D.# APPLICANT INFORMATION - Please print all information U2U 1353 -46 -000 - -- . _ --- 353 -- - - -- Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Reviewed By Date Property Owner Property Location Trent & Al F Govt Lot SE 1/4 NE 114 S 36 T 29 N,R 1 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1554 St. # 1 _ 46 �� Pl Of Co ttonwood Ridge — City State Zip Code PhoneNumber [] City [] Village MTown Nearest Road Hudson WI 54016 715- 381 -7260 Hudson Cottonwood Trail New Construction Use: [A Residential / Number of bedrooms 4 ❑Addition to existing building ❑ Replacement [] Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate •5 bed, gpd /ft .6 trench, gpd /fI Basal area required 1200 bed, W 1000 trench, ft Maximum design loading rate .5 bed, gpd1ft .6 trench, gpd/ft Recommended infiltration surface elevation(s) 100.64 at 12" above 99.64 contour. ft (as referred to site plan benchmark) Additional design I site considerations Mound to be installed in a "cresent" shape following contour. Finish grading should include placing fill at upper Parent material Glacial till. Flood plai n elevation, N applica ble NA ft S= Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system O S M u M S❑ u F1 S M u [I s M ❑ s ®u (] S N u SOIL DESCRIPT REPORT Depth Dominant Color Mottles Structure GPDA Boring # Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots ged Trench 1 1 0 -9 10yr2/2 None sl 2fcr mvfr gs 2f,lm 0.5 0.6 2 9 -15 1Oyr 313 None sl 2fsbk m vfr cs 2f,m,c 0.5 0.6 Ground 3 15 -26 1Oyr4 /3 No ne sl 2f &msbk mfr gs 2fm,lc 0.5 0.6 elev — — 98.26' ft 4 26 -37 10yr4 /4 None sl 2msbk dsh cw 1 f &m 0.5 0.6 Depth to 5 37 -50 1 Oyr4 /4 f2p /8 sl 1 csbk dsh - If 0.4 0.5 limiting factor - — — -- - — — — — 37" - - — Remarks: — 2 1 0 -5 10yr3 /2 Non sl 2fcr m vfr gs 2f,lm 0.5 0.6 2 5 -15 IOyr4 /3 None sl 2fsbk mvfr cs 2f,m,c 0.5 0.6 Ground ` 3 15 -36 7.5yr4/6 None s 2msbk mfr gs 2f nj c 0.5 0.6 elev _.- -- - - — 98.19' ft 4 36 -60 1 Oyr4 /6 f2d7.5y str at. Ifs 1 csbk ds - - 0.5 0.6 Depth to limiting factor 36 Remarks: CST Name (Please Print) Signatur : Telephone No. James K. Thompson 5 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, 1 54020 916199 3602 1082 • PROPEWY OWNER: Trent & Alice Fara — SOIL DESCRIPTION REPORT tos2 Page 2 of 3 - PARCEL LDJP 0 - 135346 -M A.C.E. Soil & Site Evaluations Depth Dominant Color Mottles nsistence Boundary Roots — Structure GPD/ft Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz Sh B e - ench -- d � Tr 3 1 0 -7 10yr4 /2 None sl 2fcr mvf gs 20m 0.5 0.6 2 7 - 1 7 10y r3/3 None lfs ]msbk mvfr cs 2f,m,c 0.5 0.6 Ground- -- -- — - - -- -- ------ - - - - -- -- --- - - - - -- - - -_ -- —.� � - elev 3 17 -32 10yr4/3 None sl lmsbk dh gs 2fm,lc 0.4 0.5 101.31 ft 4 32 -65 7.5yr4/6 U7 .5yr5/8 sl 2msbk dh - - 0.5 0.6 Depth to limiting - -- - — -- - - -- -- - -- -- factor 32• - Remarks: --------- - - - - -- -- — -- -- - - -..� -- - - - - -- — - -- Ground - - - - - - — - -- -- - - -- elev Depth to - - -- - ` -- -- limiting - -- factor Remarks: — — - Ground elev - - - -- - - - - -- ------ - - - - -- --- - - - - -- - - - - - -- - - - -- Depth to limiting _ - - - - - -- - - - -- - factor Remarks: -- Ground elev Depth to -- - - -- - --- - - - - -- - -- limiting - factor Remarks: 3 /o. oQ ■ sac obsar'Ja�ar, ♦ Ele ✓aue�n E /,►, fi�c, Assa.,,td ltd` iriD:<.t�, J`CaQe: / = vo r ProPostd q bedram ` res�d�nce, • � ' I 1 1 r I-A , c R I 1 1 , V , G -- 7'rer , f / 1, ce bravo 5E1'✓` M5, 6fe. 3b T..2!'/Y., cev;,t do i w wsco�sin Department f p o Commerce SOIL AND,%TE EVALUATION - Divisio'ir of Safety and Buildings Page ( of Bureau of Integrated Services in accordaf14'With S.?ILHR 09, Wis. Adm. Code - Attach complete site plan on paper not less than 8 1/2 x 1 Yirrches in sly 8r� st County include, but not limited to: vertical and horizontal refereno`@'point (BM), dirtidtd. percent slope, scale or dimensions, north arrow, and location o nearest road, "and distance t � ` } Parcel I.D. # APPLICANT INFORMATION - Please print all informa Re 'wed by Date Personal information you provide may be used for secondary purposes (Privac vrj N PJ(m)). " //j�J `7 /C Property Owner Properly ation r ( e IC�IQYC r ' t I iCtgSt. N E 1/4 SE 1 /4,S 3& TZcl ,N,R E (otl6W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# 1353 _e 7 q (0 1 C.a- --A on 1 PX*c c) City State Zip Code Phone Number ❑ City ❑Village Town Nearest Road 64-New Construction Use: %Residential / Number of bedrooms 3-9 Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow Cttc gpd Recommended design loading rate s Z _ bed, gpd /ft gpd / ft 2 Absorption area required & bed, ft 04! 17 // trench, ft Maximum design loading rate Z- bed, gpd /ft gpd /ft Recommended infiltration surface elevation(s) 9 10. O U ft (as referred to site plan benchmark) Additional design /site considerations 0 niour 6 eu. 19 - 40 0 Parent material Nt tr YN:` ) Flood plain elevation, if applicable AIL Z77 o ft S = Suitable for system Conventional Mound In- Ground Pressure I AT -Grade System in Fill Holding r Ta�nk U = Unsuitable for system ❑ S (� U �T ❑ U El ©'r ❑ S [il ❑ S [a"� El WI U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench < �- C) l �� 2 i 1 r-n E-r c_ I 3 5-I ' lb v r 51 to ryi&b 1 � r C- `L- Ground 3 1�'3l0 `� Zp Si SCk 171 C S . 2 3 elev. 4 ft. 4 % lo 5 C2-P i. . I L4 h, Si 1 YC. n rry f I C s r.l o ry Depth to limiting factor C Qin. Remarks: Boring # 2 -- Si `r CS� Z ; Z tI- o ► A ) U '"` s i I rnfr- C z 3 - 10 1 5, 1 ,- y 'S ve f C -S _ Ground elev. Depth to limiting factor _ in. Remarks: CST Name (Please Print) Signature Telephone No. �s ay7 Address Date CST Number 4 -1 0g , C. C r st '2;1� el -sa w � s z s �s =9 9 5.3 PROPERTY OWNER <54 00t SOIL DESCRIPTION REPORT Page —L o I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 g Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench 3 4 - 10 lC> r X12 Si �r C 2 3 2 1n r � S'� 1 r C' -- -Z - Ground 3 31 -1 IQ 5) g 1.5 y S' i L S �} elev. YS.f3D ff. Depth to limiting factor -31 in. Remarks: Boring # Ground elev. I ft. Depth to limiting factor Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # ........................... ........................... i ............. ....... Ground elev. ft. Depth to limiting factor in. Remarks: Boring # .......................... ........................... I Ground elev. ft. I ' Depth to limiting factor i in. Remarks: SBD -8330 (R. 07/96) i sit Scale I = oo' Rai ► %N 3v"ovtK aim elco.loo-o nu: i a.f "Oox GMZ I J . 1 00 .0 X & �6 ,S�rFh,ot�wodd �I _ y is j o 3 t • a��a� o �17 \C` • 4 9? fir• 1 osconsin Department of Commerce SOIL AND SITE EVALUATION 3 Division of Safety and Buildings Page of Bureau of Integrated Services in accordance r� J I . : , Wis. Adm. Code g pIR 83.09 • County Attach complete site plan on paper not less than 8 1/2 x 11 in e$ i s e. Plan ►�.�st ty include, but not limited to: vertical and horizontal reference i�it (6M), dire �6f a, r C ;CI' percent slope, scale or dimensions, north arrow, and locatio ,end distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print al ilttormatiqp. , ev' , R a by Da Personal information you provide maybe used for secondary purpose (lacy^ �(�1) (m)). 9 Property Owner r' ''^ gerty Location _ �,•, _. _ ovt. tot 1/4 �t '4,S 3 (0 T Z� ,N,R �q E (or)® Property Owner's Mailing Address ' t_v Block# Subd. Name or CSM# 155 �� 4 . V1 0 u_)c_)w cam. Uc( City State Zip Cod Phone Number ❑ City ❑Village 0 Town Nearest Road 6i. I ) ( (cIZ ) Aj cf r, New Construction Use: ® Residential / Number of bedrooms _ —=/ Addition to existing building Replacement ❑ Public or commercial - Describe: pp Code derived daily flow �W gpd Recommended design loading rate ? bed, gpd /ft •O trench, gpd /f1 Absorption area required &S 7 bed, ft 2 _ o trench, ft 2 7 bed, d /ft • O Maximum design loading rate gp trench, gpd /ft Recommended infiltration surface elevation(s) (ip0a r 9 V 1 /D I.Ower' C /A /0 ft (as referred to site plan benchmark) y -ys Q Additional design /site considerations _ 44t , /'f?ot.)Ad f oN o r e fzU, 9 Z. 8 b M,'A �� « / 1 �, 6t�fy �`��� Parent material ( - &c -A \ c` ( QU G4 (.� Flood plain elevation, if applicable #424 9 7Z. C ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system © S ❑ U 0 S ❑ U [� S❑ U FA S❑ U ❑ S ® U ❑ S W U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed ,Trench 2 -23 10,4 1- i 13 L�s cS Iv Ground `L3 [ r y (q L3 I m rn I elev. VIA. 4 L5 Depth to limiting factor (min. Remarks: Boring # 0 - 7- t(3 * r I Z. -- SL 1 rr)abk TY �r L5 z -ICS � r �i �� 1 2mobK m�� c.S �' • 5 � - 10 - q2 10 1 y L Ground 2. -IIK 10 'A b f - N 5 ( YY11 C S 1 elev. Depth to limiting factor 1 1 % in. Remarks: CST Name (Please Print) Signature Telephone No. qdo Sch, ker' s)2c] I- 008 Address CST Number _4y Som W\ 5 10 -11 -84 Z5 3 309 SOIL DESCRIPTION REPORT PROPERTY OWNER Page Z of PARCEL I.D.# Boring Horizon Depth Dominant Color Mottles Structure 2 g Texture Consistence Boundary Roots in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench I o - 3 I(3 r �I Z SL 1 rr6bk MP CS ` it t C5 2 2 3 I Z l � � -- II pp Ground 3 2 -y� 10,4 ( f-I (j L S vv C 5 p elev. � ft. �A o -►t z. m i C S --j , Depth to limiting factor 1l2 in. Remarks: Boring # ........................... Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. Bed , Trench Boring # .. . ..... ................ Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) illof . C , Gvf 00140 vo V I " Ivo' Z ees a ,s (JPPt 77-do i-OW --r 7110 I �eiv CbrFfocsr e(e �. 2 , ;? o r r 4L4, sf 1•' t DAL ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIF FORM OwnerBuycr Las ZJO Mailin Address �S /- -- a Y"' �i IC Un1 'S�� t'.'q d�6 Property Address C ��c4v- ( 2)75 _ ✓ (Verification required from Planning Department for new construction)_____________ - _ City /State Aidsov. TT" Parcel Identification Number O — Oct— O — db© i L� GAI, DESCRI>E'T�ON / Property Location s E V,, VE ` /,, Sec_3 , T od? N -R __W, Town of Subdivision /�)�G�e_ Lot 14 Certified Survey Map t# _ , Volume Page 0 - _ 11 _ Warranty Deed # y 3 Volume �_ , Page 4 1 - _ /_.._ Spec house ❑ yes no Lot lines identifiable ( C no SYSTEM MAINTENANCE t' 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 pumper What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Deparfiacnt a certification form, signed by the owner anO by r master plumber, journeyman plumber, restricted plumber or a licensedpumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1!3 full of siudgr Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office wuhtn 10 days of the three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERT- MC 7b-irtue l (we) eetti that tat eats on this form are true to the best of my (our) knowlcdgc t (we) am ;are'} the �arner(s) of the pro describ d abo of a warranty deed recorded in Register of Dccds Office i Z r— `7 S ATURE F APP ANT DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Drparimcnt Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed t. - VOL 1432PAl;E101 STATE BAR OF WISCONSIN FORM 2 - 1982 604 43 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS DOCUMENT NO, ST. CROIX Co., wr RECEIVED FOR RECORD RICHARD O. STOUT and JANET P. STOUT, 06 9-00 AN us an an wife, WMTY DEED EXEMPT N CERT COPY ME: I! V ; �] ; ' , AGO an ALICE R. conveys and warrants to COPY FEE. FARAGO, huL an an w�,e TRMSFER FEE: 149.70 REC0RDIN8 FEE: 10.00 PAGES: I II THIS SPACE RESERVED FOR RECORDING DATA :1 NAME AND RETURN ADDRESS the following described real estate in St. Croix County, i State of Wisconsin: EAGL E VALLEY BANK, N.A. Lot 46 Plat of Cottonwood Ridge, Town of 1 Coulee Rd Unit 2 Hudson, St. Croix County, Wisconsin. Hudson, WI 54016 020-1108-80-000 it PARCEL IDENTIFICATION NUMBER IC it ii r. This is not homestead property, (is) (is nor) Exception to warranties: easements, restrictions, rights-of-way and covenants of record. i . this 27th May Dated day of A.D..19 Richard 0. Stout (SEAL) Janet P. Stout (SEAL) I (SEAL) (SEAL) II If AUTHENTICATION ACKNOWLEDGMENT it Signature(s) State of Wisconsin, St. Croix In" authenticated this h day of Personally came before me this 27t day of Ma y 19 9 9 the above named Richard oo� ou Wnd�anet P. Stout TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by 9706.06, Wis. Scats.) Of to me _n I. 1�' "'on— - .c,:.,cd,he foregoing late instru ledge,71ilin THIS INSTRUMENT WAS DRAFTED BY Stout Janet P. �� c z 1353 Awatukee-wr- - . Hudson, Wi. 54016 Notary Public, W- L- Z:ff� County, Wis. (Signatures may be authenticated or acknowledged, Both are not My commission is permanent. If nq;, It e date: necessary.) Names of perSDns si in an i,apacity should by t or printed blow their signal— WARRANTY DEED STATE BAR OF WISCONSIN Wisconsin Legal BWA Co., Inc. Form No. 2 -1982 MdWeld"31s. Wis. �> �_ ' gib° o O rn -- N � , I l � I � I 'O ly I I�1�{ !- � 9 I I S . 1 I 1 I I + + I '•. x •46 ' 2 7 " E �\ 1p _ Go r-- -- — -- -- -501.16'38 "E 1 rD y CD 1 4 QD a \ I Z N 3 3576'� 3J2 _ -- co \+ II 0 1 + \ + II O ! I I ja (A CID N F N I I , 1 I ♦ 01 1 + + I + ......................... r7y j 4 NO2.40'3B "V 449.49' S02- 40.38 "E 447.55' 7 F - I �— -- — -- -- -- -- -- -- -- — -- -- -- -- -- -- -- -- -- -- — -- 1 i i i :'::':': ": I ' �—" -- — 501'16'38 "E 62920' —' � 1 I • • - .I..0 = I 1 33' 33' m 1 �f I �i i I Im t •• i w .:: j 1 r) C , m •'''•. I IW IV r 4 0 1 `4 N a S I 1 1 � I �� �, � � I IW to b y �� ;< n (Q 1 1r, > 1 I m O qq I • -• i 1 I Z 1 1 I ' : t 67.07 _ -- -- -- - -- -- -- -- -- -- -J L� -- •.'• v _ J —. a 244.30' n' N UNPLA77ED LANDS Department of Commerce SOIL AND SITE EVALUATION Page I of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8 x 11 inches in size. Plan must County include, but not limited to vertical and horizontal referent ,=', direction and St. Croix percent slope, scale or dimemsions, north arr" ", It' _4, is to nearest road. Parcel LDA 020-1353-46-M APPLICANT INFORMATION - F a,k Reviewed By Date Personal information you provide may be useiii:lbt "conda 15.04 (1) (m)), 10 Property Owner Property Location Trent & Alice Farago I Oovt. Lot SE 1/4 NE 1/4 S 36 T 29 N,R 19 W Property Owners Mailing Address X ROI lot# L! # Subd. Name or CSW 1554 Name on St. #11 I Block `� -Y 46 Plat Of Cottonwood Ridge kag City State \'zieCod PtftVfkdW Village Town Nearest Road W1 e city Hudson M,:­-7j5-38j _3�Z6Q Hudson Cottonwood Trail New Construction Use: Re of bedrooms 4 ❑Addition to existing building ❑ Replacement Public or Commercial describe Code Derived daily flow 600 _ gpd Recommended design loading rate -.5bed, gpd1f? .6 trench, gpd/ft Basal area required 1200 bed, ft2 1000 trench, ft Maximum design loading rate •5 bed, gpdffl2 .6 trench, gpdff Recommended infiltration surface elevation(s) 100.64' at 12" above 99.64' contour. — ft (as referred to site plan benchmark) Additional design / site considerations Mound to be installed in a "cresent" shape following contour. Finish grading should include placing fill at upper edge of maturd to Inevent brafike watet pundhig, alm ve, Mound: Parent material Glacial till. Flood plain elevation, if applicable NA ft S- for system Conventional Mound In-Ground Pressure AT-Grade system in Fill Holding Tank U=Unsuitable for system ❑ S® U z S E U ❑ S Z U ❑ S X U 0S mu ❑ S ® U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Structure Consistence GPD/W Bodng# in. Munsell Qu. Sz. Cont. Color Te Gr. Sz. Sh. Boundary Roots Bed Trench 1 0-9 10yr2/2 None sl 2fcr mvfr gs 2flm 0.5 0.6 2 9-15 10yr3/3 None sl 2fsbk mvfr cs 2fmc 0.5 0.6 Ground 3 15-26 10yr4/3 None sl 2f&msbk mfr gs 2fin,lc 0.3 0.6 elev 98.26'17 4 26-37 10yr4/4 None A 2msbk dsh cW IMM 0.5 0.6 Depth to 5 37-50 1 Oyr4/4 f2p7.5yr5 /8 A I csbk dsh if 0.4 i 0.5 limiting factor 37* Remarks: 2 1 0-5 10yr3/2 None sl 2fcr mvfr gs 2flm 0.5 i 0.6 2 5-15 10yr4/3 None sl 2fsbk mvfr cs 2fm,c 0.5 I 0.6 Ground 3 15-36 7.5yr4/6 None sl 2msbk mfr gs 2fin,lc 0.5 0.6 elev 98.19ft 4 36-60 1 Oyr4/6 f2d7.5yr5/8 strat. Ifs, Icsbk ds 0.5 0.6 Depth to limiting factor 36' Remarks: CST Name (Please Print) Signatur : Telephone No. James K. Thompson S 715.248-7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, WI 54020 8/6/99 3602 1082 r PROl3ERfY OWNER _T rent & mice Famizo_ __ SOIL DESCRIPTION REPORT joss Page ___2 _ of 3 PARCEL I.D.# 020 - 1353-46 -000 A.C.E. Soil &Site Evaluations Depth Dominant Color ` Mottles Structure GPD/ft Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. � nsistence � Boundary Roots — - -- - Bed ;Trench 3 1 0 -7 1Oyr4/2 None S1 _ 2fcr mvfr gs 2f,lm 0.5 _ 0.6 2 7 -17 10yr3 /3 N Its Imsbk mvfr cs 2f,m,c 0.5 0.6 Ground elev 3 17 -32 IOyr4 /3 None sl lmsbk dh gs 2fm,lc 0.4 0.5 101.31 ft 4 32 -65 7.5y r4/6 f2 sl 2msb _ dh _ _ 0.5 0.6 Depth to J limiting factor 32" Remarks: _.. - - - - -- - - - - - -- - -- -- - - -- -- - - - - - -- Ground elev Depth to limiting — — factor Remarks: - Ground - elev Depth to limiting - factor Remarks: - - - - -- - - -- -- - -- - - - -- - Ground --- - - - - -- — - -- — - -- -- elev Depth to limiting _ -- factor Remarks: — i r t C.(1LxrA'� G('CL1C7 / ra i 3t O.OQ , ■ 5a1 Q{ner✓a�%or> P:E ♦ El¢Jae�.'on llu: /;n N E /rh frt 1, �{ssu,ncd eke : /60.40: f e� ` Icw$rd. elegy = A%.7/ 81 ■ y P raposcd q bedrea ►� ` res�dcnce 83 ■ ' c�er�y�r1e. E1�e.�Lcd: 1 i S , i T ��i; ■ ( 3740 ' 7 e 41, ,3G T..2".,