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040-1000-70-040
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cro. Safety and Building Division INSPECTION REPORT Sanitary Permit No: 561059 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). Permit Holder's Name: City Village X Township Parcel Tax No: Turn uist, Tanner & Patricia Troy, Town of 040-1000-70-040 CST BM Elev: Insp. BM Elev: BM Descriptfio~ : Section/Town/Range/Map No. ~Da L.6 0 ^ 01.28.19.4A20 TANK INFORMATION ELEVATIO DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Q ..w /DG~G►~, f~ 77 Alt. BM Aeration Bldg. Sewer V•J Holding Z'~... St/Ht Inlet //•5 '77.13 n --I St/Ht TANK SETBACK INFORMATION Outlet ` TANK TO P/L WELL BLDG. Ve t to Air Intake ROAD Dt Inlet Sa~~ Dt Bottom Q~7 Septic 5Q i / 15 11671 7 1 (J G Dosing ~~b J Al 1 Is 56 / Header/Man. A Aeration J Dist. Pipe Holding Bot. System 2 • /0,3 . Final Grade PUMP/SIPHON INFORMATION 64 /eS 'Ff. 30%6 Manufacturer Z6d Demand St Cover GPM Model Number CaA -o._tc 3 3 /~2 TDH Lift Friction Loss System Head T DH F 0, j 11 1 4, • 4,4 1-7 Zl- 01 T 9 Forcemain Len tth Dia. Z Dist. to well 1 qrq SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Qf Tren es PIT DIMENSIONS No. Of Pits Inside Dia. Liqui e:pth DIMENSIONS 1? 1 -;75 11 B "1-, SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type _ QfSystem CHAMBER OR / x UNIT Model Number: ' ~g 117 J (r(~ DISTRIBUTION SYSTEM Header/Manifold Distribution / y ( x Hole Size x Hole Spacin~ Ven Air Intake #111 Pipe(s) -7Z Length Dia Z Le gth Dia Z Spacing L~ Z V SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only _ Depth Over / Depth Over xx Depth of xx Seeded/Sodded xx Muicned Bed/Trench Center Bed/Trench Edge` Topsoil 1 f,~ s Yes D No Yes No COMMENTS: (Include `code discrepencies, persons pre\sent, etc.) Inspection #1: / 2J/ /3 5nspection #2: / Location: 576 Boundary R ~dsson, WI 54016 (SE 1/4 NE 1/4 1 T28N R19W) NA Lot 6 Parcel No: 01.28.19AA20 1.) Alt BM Description = ~ V r 10 uJ C) 2.) Bldg sewer length = 5) ~w - amount of cover = , O o c5 aw e 6 r~ 1 A"J _ - - Plan revision Required? ❑ Yes No i'3 I ~Og3 S Use other side for additional information. J L _ - - - - SBD-6710 (R.3/97) Date Insepctor's ignature Cert. No. PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE SUMP 1 EFFLUENT MODELS g LL EFFLUENT MODELS 3/8", ill' & 314'SOLID PASSING CAPACITY 318",112" & 314" SOLIDS PASSING CAPACITY 53155 4 MODEL 48 57159 72 76 98 1371139 14014140 151 152 153 3 191 Feet Meters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters 4 1 5 1.5 29 110 43 163 38 144 50 189 72 273 93 352 86 326 50 189 69 261 77 291 10 3.1 22 83 34 129 30 114 40 151 61 231 79 299 80 303 45 170 61 231 70 265 38- 1 15 4.6 10 38 19 72 14 53 30 114 45 170 64 242 73 276 38 144 53 201 61 231 20 6.1 11 64 25 95 36 136 66 250 29 110 44 167 52 197 1 25 7.6 - - - - - - - - - - 8 30 59 223 16 61 34 129 42 159 36- 115_ 4186 30 9.1 - - - - - - - - - - - - - - 49 185 - - 23 87 33 125 - - 1t 40 12.2 28 106 42 - - - - - - - - - 34- 11 50 15.2 - - - - - - - - - - - - - - - - - _ - - 60 18.3 - - - - - - - - - - _ 32 1 70 21.3 - - - - - - - - - - - - - - - - - 80 24.4 - - - - - - - - - - - - - - - - - - i 90 27.4 - - - - - - - - - - - - - - - - - - - 30- 100 30.5 - - - - - - - - - - - - - 95 110 33.5 - - - - - - - - - - - - - - - - - - 120 36.6 - - - - - - - - - - - - - - - - - _ - - 130 39.6 - - - - - - - - - - - - - - - - - Shut-off Head: 18 ft. 5.5m 19.25 ft. 5.9m 18 ft 5.5m 25 ft. 7.6m 23 ft. 7.Om 26 ft. 7.9m 50 ft.15.2m 30 ft. 9.1 m 381E 11.6m 44 ft.13.4m 2 80 16665 75 70 65 16114161 163/4163 16514165 185/4185 18614186 18814188 189/4189 191 a 163 Gal. Ulm Gal. Ulers Gal. Ulers Gal. Uters Gal. Liters Gal. Ulem Gal. Utees Gel. Uhm 0 2 65 4183 100 379 61 231 61 231 - - 58 220 145 549 145 549 45 170 93 352 61 231 81 231 - 58 220 140 530 140 530 45 170 1 181 189 85 322 fi0 227 61 231 = = 58 220 134 507 135 511 45 170 4181 4189 79 299 59 223 60 227 58 220 128 494 131 496 45 1LO- 55- 70 265 57 216 59 223 - - 58 220 122 462 125 473 45 170 1 140 62 235 55 206 58 220 as 322 58 220 116 439 120 454 45 170 So 4 1~ 45 170 46 172 55 Ell 70 285 58 220 104 394 109 413 45 170 341 97 367 45 170 4188 20 76 33 125 50 189 51 193 58 220 9o 14 1 15 57 39 148 32 121 58 220 71 269 85 322 45 170 23 87 9 34 197 51 193 69 261 45 170 52 1 2 _ _ - - 10 38 - - 45 170 26 106 51 193 45 170 153 _ - - - 31 117 2 8 34 129 45 170 16 80 17 64 40 151 1 4 15 - - - - 30 114 30 20 76 - as 8 4185 _ _ 5 10 38 2 56 R(17.1m 66 R. 20.1.) 89 ft. 26.4.) 73 R(22.3m) 114 R 34.7.) 91 fL27.7m) 110 R(33.m) 137 R. 41.8m) 98 009922 4 1 A CAUTION Model 185/4185 should not be subjected to 2 less than 30 feet TDH. ;59 76 jyp NOTE: For Pump Performance on Model 112, Industrial column to zo 3o sa ao 70 ao so too 110 120 13e 140 150 explosion proof pump, see FM0219. GALLONS LITERS 0 80 80 240 320 400 480 560 FLOW PER MINUTE rn MODEL 211 264 268 267 268 270/4270 28214282 28414284 29214292 29314293 294/4294 29514295 w SEWAGE AND w is n silo m In wz Im eee la la nx sao In w, m em Iw sx - - +w ru a aw LL DEWATERING a p ml nz n n a, u a e. I 80 n, w Im o se v: as h a w, m xw lae w Iso see loe exe 24- _ _ _ _ _ _ _ _ e n zm m as se sea se s,e s. ro . 75 w _ _ _ _ _ u ax ns us w - - - - - - - - - - - - - - - a m n m 22- Iwe~a la.sasem le ao„ _ _ _ rsae.em saes. nano„ naz.s„ _ _ _rsa,zo„ wMI- az ,aoe ma 20 65 0 p 18 6 009904 = 55 U 16 ¢ 50 z p 14- 45 293 12 40 PUMP PERFORMANCE CURVE 10- 30 S SEWAGE MODELS 5 6 25 2" SOLIDS PASSING CAPACITY 266, 282 270 6 20 267, 66 15 a 10 z s 211 264 292 284 294 295 A CAUTION Model 293/4293 should not be IN, 0 subjected to less than 15 feet TDH. 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 2,5 GALLON LITERS 0 80 160 240 320 400 480 560 640 720 800 FLOW PER MINUTE © Copyright 2003 Zoeller Co. All rights reserved. 6 PLOT PLAN PROJECT Tanner Turnauist ADDRESS SE 1/4 NE 1/4S 1 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 103.0' BEDROOM 4 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 750 # of chambers none BENCHMARK V.R.P. Top of Lot stake ASSUME ELEVATION 1001 ❑ BOREHOLE O WELL *H.R.P. same as benchmark Tank is to be properly bedded and provided with 101' 102' 103' lockdown covers with 308' Property Line approved warning labels Huffcutt M.J.H. WelI is to meet all Combo Tank B-3 WDNR setbacks Grading is to be done to divert run-off away from system P o hed W 5% Slope • B-2 Pro 4 B-1 Bed oo Hou e Area 15' below system is to remain undisturbed 0 ° 5 acre lot i kale 1/4" = 1 O' to boundary road 666.65' Property Line M.* County t oe""a~7 Safety and Buildings Division TrL / F 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.) Madison, WI 53707-7162 5(010:5 q 1 State Transaction Number Sanitary Permit Application In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appro go ernmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state o P s to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you prova purposes in accordance with the Privacy Law, s. 15.04(1 (m , Stats. 7~ S JeaeJaIV 1. Application Information - Please Print All nformation Parcel # Property Owner's Name a ; G t a 76 t)Al-b Property Owner's Mailing Address C99 rty Location 'd Za') ~ ` C 4 Govt. Lot - ` T w City, State Zip Code Phone Number y, Section cle one T Z- ~ N; REo II. YP a of Building (check all that apply Lot # / Subdivision Name r 2 Family Dwelling - Number of Bedroo ~i Block # ❑ Public/Commercial - Describe Use ❑ City of ❑ State Owned - Describe CSM Number !4o ac ❑ Village of cUse / S ' J s rI Z-I Town of 1-d 10117 III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' 1_,g&Cw System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision El Change of Plumber [I Permit Transfer to New / Before Expiration Owner IV. Type of POWTS System/Component/Device: Check all that a 1 t) ZJ ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade Mound > 24 in. of suitable soil ❑ Mound < 2in of,6 t e soil~ ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Treat ent Area Informati Desi Flow (gpd) Design Soil Applic on Rate(gpdsf) Dispersal Area Requir (sf) Dispersal Area Propo (s System Elevation 37, 4? A09 4~ Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units a j y 45 r_ New Tanks Existing Tanks 6 F~ ~ a U vs cn is. C7 Q+ Septic or Holding Tank All Dosing Chamber J VII. Responsibility Statement- I, the undersigned, ass responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumb ignature MP z RS Number Business Phone Number yl/ l 7 Plumber's Address (Street, City, Sta e, Zip d 115's~2_ VIII. Coun /De artment Use Only Approved oved Permit Fee Date sued Issuin gent Signature iv en Reason for Denial $ ~2~' IX. CondWVSTgM4QkAW h'Reasons for Disapproval 3 n~ ~~o rh / _ ~r Q,rL t ti 1:. Septic tank, effluent filter and ,dispersal cell must all be servkes I maintained as .per management plan provided by plumber r 1, - 1N ow6ack requifements mustbe maaintil WAd r pK a dk twda / 9n*W M Attach to complete plans for the system and submit to the County only on paper not less than 8 In x 11 inches in size SBD-6398 (R. 11/11) PLOT PLAN PROJECT Tanner Turnouist ADDRESS SE 1/4 NE 1/4S 1 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 103.0' BEDROOM 4 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 750 # of chambers none BENCHMARK V.R.P. Top of Lot stake ASSUME ELEVATION 100' ❑ BOREHOLE O WELL *H.R.P. same as benchmark Tank is to be properly bedded and provided with 101' 102' 103' lockdown covers with 308' Property Line approved warning labels Huffcutt M.J.H. WelI is to meet al I Combo Tank B-3 DNR setbacks Grading is to be done to divert run-off away from system Pro Shed 5% Slope B-2 17-1 Pro 4 B-1 Bedroom House Area 1 below system is to remain undisturbed 5 acre lot Scale 1/4 = 10 to boundary road 656.65' Property Line M.* aEPARTyN~ DIVISION OF INDUSTRY SERVICES t Oz~ti~? o~ 141 NW BARSTOW ST FL 4TH WAUKESHA WI 53188-3789 a 3 \ ~ K Contact Through Relay 9 www.dsps.wi.gov/sb/ www.wisconsin.gov ~o~ss]ONF*~S~ Scott Walker, Governor Dave Ross, Secretary April 23, 2013 CUST ID No. 226900 ATTN.• POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 04/23/2015 Transaction ID No. 2235722 SITE: Site ID No. 790110 Tanner Turnquist Please refer to both identification numbers, Boundary Rd Lot 6 abovv, in ail correspondence with the Town of Troy a gen St Croix County SE1/4, NEIA, Sl, T28N, R19W Lot: 6, FOR: Description: Mound, 4 bedroom Object Type: POWTS Component Manual Regulated Object ID No.: 1424252 Maintenance required; 600 GPD Flow rate; 27 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the enclosed approved plans with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P ( ~e 'Pressure Distribution Component Manual for Private Onsite Wastewater T~atm~ Sr R! " sBD-10706-P (N.ol/ol). s p4t 0 R0 ON ss/ %94 The building sewer and distribution network piping shall be of materiaplin 1-3 and 384.30-5, Wis. Adm. Code. e a health hazard, In the event this soil absorpticit system or any of its component parts malfunct' eat the property owner must follow the contingency plan as described in the approv addition, the owner must comply with the operation, maintenance and monitoring duties as described in s on VIII of the mound component manual. A copy of this information must be given to the owner upon completion of the project. All holding/treatment tanks are to comply with SPS 384.25(7)(a). ` SHAUN R BIRD Page 2 4/23/2013 Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. Owner Responsibilities: • SPS 383.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • SPS 383.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. SPS 383.54(4) shall be considered a human health hazard. • SPS 383.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to 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 constructioiLVinstallation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Si ly, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Julia Lewis-Osbome Please Include a Copy With Your POWTS Reviewer 2, Integrated Services Pavment Submittal. (262) 397-6005, Fax: (608) 283-7481 WiSMART code: 7633 julia.lewis@wisconsin.gov Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. Cover Page RECEIVED APR 19 2013 Shaun Bird INDUSTRY SERVIU Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 4/ 17/13 Owner: TannerTurnquist Location:SE1/4 NE1/4 S1 T28 N,R19 W Lot 6 Boundary Road Troy System type: Mound System Manuals Used: Mound Component Manual Version 2.0 (01/31) Pressure Distribution Manual Version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9-14. Soil test 15. Filter Specifications a cross section Shaun Bird <Y Signature `TY License number 2 6900 ~1TiQ FRV~~ rS~R~ S ~sA ~cFS oNO~ ~cF PLOT PLAN PROJECT Tanner Turnauist ADDRESS SE 1/4 NE 1/4s 1 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 103.0' BEDROOM 4 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 750 # of chambers none BENCHMARK V.R.P. Top of Lot stake ASSUME ELEVATION 1001 ❑ BOREHOLE O WELL *H.R.P. same as benchmark Tank is to be properly bedded and provided with 101' 102' 103' lockdown covers with 300' Property Line approved warning labels Huffcutt M,J,H' Nell is to meet all Combo Tank B-3 WDNR setbacks Grading is to be done to divert run-off away from system Pro Shed 5% Slope B-2 o Pro 4 B-1 Bed roo m House Area 15' below system is to remain undisturbed 5 acre lot Scale 1/4" = 10' to boundary road 666.65' Property Line M.* Mound System Cross Section and Plan View 7777 7717 Dimension Feel: J t A - - l _ _B l L t T 1 r .r;: D ~ r ti\ r r { t F + r. 11 1 G H J r r 1 1 ;l S .r J K ~L. K- B Z_ L Slope t -'I =Topsoil ASTM C-33 Clean a egrate . r`` 1 Cap Material gtn = 4 in. sch. 40 pvc P sand till t'`s'$~ '/z to 2 '/z in. dia. observation pipe Geotextile G H Fabric 1 t ti's y li I-, t D E Ft Contour flowed Surface " Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour, Existing vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a'/4 inch soil wire when a sample is rolled between the palms of the hands. AS'TM C•-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. 'The observation pipes are slotted in the lower 6 inches and secured in place with rebar or a closet flange. 10/071gj Page of Pressure Lateral Layout Two Laterals Egad Manifold •4-- Threuded Clean;out Lateral Turn-up Plug Manifold i M X --fir Long Force Main Sweep 90 Bend Distribution Network S eciticutio>ns ~ Pressure System Construction Lateral Diameter In. Manifold Diameter _ Z In. Laterals are constructed of SchedUle 40 I'VC Orifice Diameter In. pipe. Orifices are drilled perpendicular to X Orifice S i!j~- - In. the pipe with a sharp drill 'bit and face down. L (Lateral Len th~_ ~ Ft. Lateral turrnirps terminate with it threaded M Manifold Length) _ _Ft. cleanout plug and are enclosed in it 6-8 inch Force Main Diameter _ Z..-- In. diameter lawn sprinkler valve box accessible Force Main Length Ft. from ftnished grade. Grade ••••••r 6-8 Inch Lawn Sprinkler Valve Box page or - 03/051g} i Septic-Dose Tank Cross Section And Pump performance Specifications Tank Manufacturer Pump Manufacturer ~r~~/,;✓ Tank Model Number ! Pump lvlodal Number ~ - - ~a Total rank Capacity Alarm Manufacturer Ci e Clcv_ Max. Bury Derpth Alarm Model Number Switch Type Filter Manufacturer 4401__ Total Dynamic read (TDH) - Feet Filter Model Number Elevation Head Distal Pmoure, ' Network Lass 1V numum Pump Perfbrmawe Required Force Main Loss (4 1 GP / Ft I"DI Total outlet Manhole Tl in. 4411 Above C'rrade With Manhole Min. 4" Above Grade Looking Dviica, Inlet Manhole With Looking Device < 6'1 Below Ghrade Sealed WaterdkM Securely Mounted Weatil"-proof ~j ~1'~~~.y,,~y:~ Junction Box Finished ade YM ir1Y Y" W* ~ w/ "a "W MII ~Y 1- t 'Vent ]v1in. 12"" Disconnect Above Grade Means With Vent Cap • I Y Y/ Y L Y Y Y Y Y Y Y Y Y Y Y Y i Y Y Y Y Y! Yd I • a•1'''Y•aYi'ariaa'V'a'a t4Ylt'aY .,..Yi {YI VY",YYa f aYtYi tY1 . 1 t 1 i•a . i i V . Ya`I Y Y IyY Y YY YYVYY lY YY aa• IY•Y Y Y • Y ~Y~ IVY Outlet Filter wet Bade Inlet t------' " Y Yi1i {Y;Y Yid. Via; Ian s;`; ~`+Y A. Switch bond Reserve Ca ity Weep GrPI 'T'ank Voltamte Y+I ` , ' Hole ' I,a,t Dimension; Inches Volume Gal. (reserve) A: ~ C~ Off Elevation C a, alarau B : 2 . YY'YI a +Y•Y Ft Ya+a (doge) / aka. r•W~~ iYbYrIY~YL. Ir: Bottom YVSV aY1Y IY~/ V,V I,'Y (dead} D 91, D Elevation Q. Ft - Y,Ya +'~V _ 1..Y YVYaf L Y Y Y Y Y Y . Y Y Y Y; Y;Y 10jj~~ J Y~~ a i a a a. I a. •a: . a1 - ILi a'1 a' Y Y Y Y V Y Y Y Y•1 ! Y Y 1 Y♦!! Y Y I Y I Y Y Y Y Y P Y r Y Y Y Y Y Y Y 1 Y a Y Y 1 Y'1 1 Y Y Y> Y Y Y Y Y Y Y Y Y Y Y Y Y i Y Y Y Y Y Y i Y Y Y Y Y Y i 1 Y Y Y Y+ 'i'alia,ta<"aaaa atl Yit Yit tla ii lltTS +YYY+i+ s1~11111 i"Y'i'a'/I t1 If 1/t1 a1YV 1t1a iYi.ai iY i~•aY+. Vlaa..af/a GENERAL INSTALLATION: The. septic/dose tank is bedded and 'bW* filled in accordance with the manufacwmis product.approval specifications. Maximum do* of bury-as. speciftod. by the manufacturer may not be exceeded without spllraVQl• Manhole covers exposed to grade have an, a ve locking device (padlock) installed. Piping at tho kja and outlet is of approved material, connet*d to the tank with watertight !'iffings, and laid on stable soil to pte*wt sMWIng or sagging. The force main i sreay wikh 4'" Sob. 40 PVC to bridge the ank excavation and th®..slevve. is &ealed waWrt[ght. Elea ¢ical •;se+rvice complies ,wiih NEC 300 and Comm 16.28. of Page : , 42!05 U Wa+ t` SENw40 Series 4/10 hp Submersible Effluent Pump, 3/4" Solids Cons-traction Fiow - Liters/Minute 0 s0 100 160 200 250 300 Cover . Epoxy-coated cast iron 35 11 $i,:;, ~a MI+ ,I QUSln9 taP,9:KYtPo ~#d'P1 P Iran:.: 10 30 s Impeller Material Thermoplastic,Elastomer ' 25 5 In eller RC i Orb, yq 6 y VQILAU Epoxy-coaled cast ran t5' PpWer Cord ' , ~ 10 3 Mechanical Shaft Nitrlle with carbon and Seal ceramic faces 2 1 s 1 f?sten Iallllessteel 8 0 ISIlat'i Steel 0 20 4 60 80 4Etai31i5 .Up~1ef "~C ~geYq Flow - t3allons/Minute 4• ( np andp~!„ IVn -up 1 a.la• 9.15• u. u• i 417 SEN-40-AF SEN-40 specifications WON 9EN-4U X09211 ° ~Al10 11&` 1 iP2" F"NIAT 9/9pR 8q 7t 80 45 25 82 14 `?0 26.6 1760 i.'.'~~..szo aaF 7aJr.§~"; "ya 1~ 1, _ r 9EN40-AF ` 509213 4110 115 1 /211 NRT 9/920 3D 7U 60 45 25 32 14 20 27.5 1750 6i, " A?~;1~ltp 14 Franklin Electric 400 East Spring Street, Bluffton, IN 46714 Tel: 260.824.2900 • Fax: 260.824,2909 Form; 996199 7-11 www.franklin-electric.com ? POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page --_or FILE INFORMATION SYSTEM SPECIFICATIONS Owner ' Septic Tank Capacity Permit # al C1 NA Septic Tank Manufacturer NA DESIGN PARAMETERS Effluent Fitter Manufacturer Number of Bedrooms NA ❑ ANA Effluent Pilfer Model d NA Number of Commercial Units Pump Tank Capacity al ❑ NA Estimated flow (average) 144 al/Pump Tank Manufacturer ❑ NA Design now (peak), (Estimated x •1.5) EVda - Pump Manufacturer ~ r✓ ❑ NA Soft Application Rate i allda lftz Pump Model $ oU- NA Influent/Effluent Quality Monthly average* Pretreatment Unit NA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter O Peat Filter Biochemical Oxygen Demand (BODa) 420 mg/L 0 Mechanical Aeration ❑ Wetland ❑ Other. Total Suspended Solids (TSS) 5150 m /L Mannufa ©ufacturer Manufacturer Pretreated Effluent Quality . ❑ NA Monthly average" Dispersal Cell(s) Biochemical Oxygen Demand (BODs) 530 mg/L ❑ In-ground (gravity) 0 In-ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ❑ At-grade 'mound Fecal Coliform (geometric mean) tyu cfu/100m1 ❑ Dri -line ❑ Other: Maximum Effluent Particle Size Inch diameter • Values typical for domestic (non-cornmerclat) wastewater and septic tank effluent. Values Weal for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ~ O months ar(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (@ of tank volume Inspect dispersal cell(s) At feast once every ❑ months ar(s) (Maximum 3 yrs.) Clean effluent fitter At least once every ~r ❑ months ear(s) Inspect pump, pump controls & alarm At feast once every ~s ❑ month ear(s) ❑ NA -le 31, - Flush laterals and pressure test At least once every ❑ months ar(s) O NA Other At feast once every ❑ months ❑ year(s) ❑ NA Other At least once every ❑ months ❑ year(s) ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an Individuai carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector, POWTS Maintalner; Septage Servicing Operator. Tank inspections must Include a visual Inspection of the tank(s) to identify any missing or broken hardware. Identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the Immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum In any tank equals one-third (l;) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing operator and disposed of in accordance with ch. NR 113, Wisconsin Administrative Code. The servicing of effluent filters, mechanical or pressurized POWTS components, pretreatfinent components; and any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer. A sere" report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator priorto use. START UP AND OPERATION Page of For new construction, prior to use of the POVI S' check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or d "mage the dispersal cell(s). If high concentrations rare detected have the contents of the tank(s) removed by a septage servicing opera or prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels, When power is restored the excess wastewater will be discharged to the dispersal cell(s) In one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump lank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the primp controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or othennrise disturb or compact, the area within 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; dtapeys; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS falls and/or is permanently taken out of service the following steps shall be taker to insure that the system Is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shail be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another Inert solid material. CONTINGENCY FLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: 0 A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. Q A suitable replacement area Is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ~11"e site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as fast resort to replace the failed POWTS. Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAYBE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name Phone - 6 - t/ Phone SEPTAGE SERVICING OPERATOR PU ER LOCAL REGULATORY AUTI"iORiTY Name /9-t--. ✓Yf~i Name Phone Phone This document was drafted In compllance with chapter SPS 3133.22(2)(b)(t)(d)&(f) and 383.54(1), (2) & (3), Wisconsin Administrative Code. • r FILTER CARTRIDGE INSTRUCTIONS Yl1bt►~rY~I~1~lfesrr S'r'iyP I Dry fit Idle lYMW- Calier 11110tH the Wid d tole plltlet pipe to cirrsurer it ix cehtered uNr4w tba aim m" uponing. It nett,, than etthtr klirert trraarg pipe ihta Imam titltk through tfae uutte,t or avivtoamt WON (glum) Miditlutlal piper dtrlta Cite uutiift pipit. : yep i uVl•dlu the came is still 11ry flttltd tatl tho cutler pipe, irieasuro tieo taarilth of Itb-bech Won waede d to bror:w the 1`111141' to the tarsk mil wall if Utilielrlg the tpdiuual VUpalamental hilts serpwurt, It slide SUlapart rreethod. W but Udlizati. promed to step t'out'. 5-Maw .8 Fur iastidlettioriaa titllA4019 tilt aptl911911 M10PIttaYataatatl side support= serivetet uwld ties name-iheat pipe anrdu thu filter carne. If side slippurt lydtitiwid hi not UN112ed, prat eed tu utala four. Saivaut gill the titer rgaoo outs the, nutlet pipe. Criburt 1'iee filter tamrtrldge inter tilt, rose, prejulrt,t dgWh W11 the filter iracku Ihtu the butteu>,, of the t carte. r yJ If ai U45 1C1Ndtr h is "Wilkaead- itrssierk into tin duet' nand luck toy turnirly `A8 ciock"ll tl". , qxr, } "Illi rterancil I.. 'l'h,e eMller.t tiltor should be t:lomraeed every Hers tint wiptlc Colt is servictisf. 1. obeh the alatlet a=osro oteotaanpd to Inr,petit tilt tank also tiltrtr. S. Pump tilt septic tahk co rreploit:etly, tnakirtg SUN to riantive t11e siudyie V lamyor oo the buttons of this Lank rand "at Pet the SK WI ahrl offlUtiiUt, ti 4- 17rece tiro erieluaht level has bo ee batetred below time invert of time > - - bOtlet pipe, rtrmir #tA tip eh the 111ter handle to dieOodge the , caartrildwim itrolri the Cato. _ 5. Side time cartridge Up ;etiid 01 it of the caasu t'irr Cleailaing, 1:. y1';. vlts switch Iwniwctcd to div Uierllia IS ltl'itratlrtt, tine swittin should be rernvved by ttiaa viiih,Y i=aurrtai'dotal Jow 90% rand dwisad With Wrat'er anly.. r -r. While huititng the awtvidge gti kse sido (Iwrge Hot suv1,juq f data down) over the sirwasg apanitill, riWv oh'the cartridge dilidt warlue only, soaking sure as smptagee. rurmtertai ho rinsuei back Iwtu the tterak- Yl i.,; e ` s. if VKS twitch is Utilized, rtatrlwl:e by Idrsartlhtl into Hltar and M, LitrniOg df+ekwhie era°. 9. Yhsarl the mtor cartridge bank into the tail, itreWtig down,"ittii the filtar lacks. lnta the brAmmon tilt thaw Cataim, Iti.itaplace and seturt the iaccem t4lowng rah tine tatuk. 1'r t:' :1'r?•r.. +'!i "Y1':: +eYr:'ir.;l'ntvil • I, "f I'.,, t dial' 1,117 +V:a 1'h 'j r :•1'f•. .u•ir 1T tllVer~Ri Vl~7Lfdrft~~t:. 8D O J""~J~1~~1 ~~~iF ~~wl~~"'~i~~rl.~ l 111111 11111 11111 11111 11111 11111111111111111111111 * 9 0 2 3 4 0 1 State Bar of Wisconsin Form 2-2003 902340 WARRANTY DEED BETH PABST REGISTER OF DEEDS Document Number Document Name ST. CROIX CO., WI RECEIVED FOR RECORD 08/20/2009 08:30AM THIS DEED, made between Brent E. Johnson and Sonja M. Hall-Johnson, WARRANTY DEED formerly husband and wife now both single persons EXENPT A ("Grantor," whether one or more), REC FEE: 11.00 and Tanner N. Turnguist and Patricia K. Turnquist, husband and wife as TRANS FEE: 645.00 survivorship marital property PAGES: 1 ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys and warrants to Grantee the following Recording Area described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more Name and Return Address ace is needed, please attach addendum): space ~ p River Valley Abstract 8c Title, Inc. That part of SE 'A of the NE 1/4 of Section 1, Township 28 North, Range 19 West, St. 1200 Hosford Street, Suite 201 Croix County, Wisconsin described as follows: Lot 1 of Certified Survey Map Hudson, WI 54016 recorded in Vol. 18 of Certified Survey Maps, page 4747, Doc. No. 762523. 2803276 040-1000-70-025 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: Easements, Restrictions and Covenants of record, if any. Dated August 18, 2009 (SEAL) C r ! AL) * Brent . Jo on * Son a M. Ha -Johnson (SEAL) (SEAL) * * A] FFNEOff 440' ACKNOWLEDGMENT Signature(s) ROGER D. BEVERS STATE OF WISCONSIN ) NOTARY ) ss. authenticated on STATE OF WISCONSIN St. Croix COUNTY ) * Personally came before me on August 18, 2009 , TITLE: MEMBER STATE BAR OF WISCONSIN the above-named Brent E. Johnson and Sonja M. Hall- Johnson, husband and wife (If not, to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) instr t a a owledged the same. THIS INSTRUMENT DRAFTED BY: * Douglas Berg Notary Public, State of Wisconsin 1200 Hosford St. #201 Hudson WI 54016 My Commission (is permanent) (expires (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 Type name below signatures. 1 of 1 ++iijjll qua R~ ff II II + 0 Ci 0 9 4 2 906094 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI CERTIFIED SURVEY MAP RECEIVED FOR RECORD LOCATED IN PART OF THE SE 1/4 OF THE NE 1/4 OF SECTION 1. T28N. CERTIFIED 10/28/2009 SURVEY' MA MA 30PM R19W, TOWN OF TROY, ST. CROIX COUNTY. WISCONSIN, BEING LOT 1 OF P CERTIFIED SURVEY MAP VOLUME 18, PAGE 4747. VOL: 24 PAGE: 5664 REC FEE: 13.00 OWNER: NOTE: COPY FEE: 3.00 TANNER do PATRICIA TURNQUIST SHARED DRIVEWAY IS FOR PRIVATE PAGES: 2 637 WILDFLOWER LN RESIDENTIAL USE BY LOTS 5. 6. AND 7 HUDSON. WI 54016 ONLY. SHALL NOT BE EXTENDED OR EXPANDED AND REPRESENTS AN SURVEYOR: EXCEPTION TO ORDINANCE-BASED TOWN DOUGLAS J. ZAHLER ROAD STANDARDS. AS ISSUED BY THE NE CORNER S & N LAND SURVEYING. INC. TROY TOWN BOARD ON 09-10-09. SECTION 1 2920 ENLOE STREET-SUITE 101 LOT 7 AREA HUDSON. WI 54016 TOTAL -132.027 SQ. FT. (3.03 AC.) EXC. R -116.682 SQ. FT. 2.88 AC. V NORTH LINE OF THE SE1/4 OF THE NEI/4,4 I (IVa~4ssrr) C.S_M VOL. 5 PG. 1324 S89 45'50'W 1320.73' 967.72' ~ A ~ 311.98' ,41.03' tz % I ti } 353.=01 71rk LOT 6 30'iL A dgd 251.696 SQ. FT. (5.78 AC.) 21 LOT 7 I N I IN t t Wig;---150'- f off : ~ IcAv ~br 1 y~ I S. • 1- O t z N m S89 45'50"W 666.65' _ T I° -,IG rte.` i;n Z ti .r_ $ ~Y 66.00' MI o -y+ TA kt ~a'j 5066 00~ N89'4550'E 353301' ( . I !2 rn p0 (luau 4s s 1 d 'L. 1~/ ( t I I v g y:~~~ LOT 3~j 66' C9 C C I N `:s `asp 1 0 9 G~%%4~• ~e rn I r35 SCALE IN FEET 1" 200' m k 200 O 200 _50 8 'e, I II I F'' k5 a/' I t i LEGEND `RJR k o Z Go FOUND ALUMINUM COUNTY $ yOV1/ Il°o SECTION CORNER MONUMENT FOUND 1' OUTSIDE C,'/ DIAMETER IRON PIPE ' SET 1' OUTSIDE DIAMETER BY F WfS I P~~- . Cp~~ t l 1.813 LBSG PEON PIPE LINEAR F~~ ING O CO %DOUOLAS J. y m FOUND 3/4- IRON ROD *1 5ZAHLER -2145 * E1 /4 CORNER I I - PROPOSED DRIVE % HU SECTION 1 I t l BUILDING SETBACK LINE - _ I DISTANCE AS SHOWN S V - O -TOWER no. - SOIL BORING (XX•XX'XX-) RECORDED BEARING ON CSM VOL. 18. PG. 4747 , EACH PARCEL SHOWN ON THIS MAP IS 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 CONTACT THE ST. CROIX COUNTY ZONING OMCE AND THE TOWN OF TROY FOR ADVICE. THIS INSTRUMENT WAS DRAFTED BY- DOUG ZAHLER JOB NPbP,406-01 DATE: 09/10/09 SHEET 1 OF 2 Vol. 24 Page 5664 ST. CROIX COUNTY SEPTIC TANK MA'MFENANCE AGREEML NT AND OWNERS.IIiP CER.TWICATION FORM Owner/Buyer I Mailing Address Property Address 57G V'eri° - cation nin & Zoning Department for ) City/State new rbnstruetibu. - Parcel Identification Nuttiber Oyu , j DESCiIPTIC!]hl - _ 7D-y Property Location 1 . ,Set;. ~ Z / ll - N Rl-_,/_W, Town of /mod Subdivision Lot # Certtfled Survey map # - - Volume Page # . Warranty Deed # - - _ - - -_y Volume _ Page # Spec house Lot lines identifiable yes no SYSTELI MA.INTENANVV AN U'WN 'R CERTIFICATION Improper se and maintenance maintenance consists of your Septic system could result in its prermture f lure to ofpumpipg out the septic tank every three years orsooner, if needed, bya li .ened putnaste responsibilities d~~ Sri put into the system can affect the funciitm of the septic tank as a treatment stage in the waste disposal syStt;m. Owner maintenance specified in §C'omm. 83.5 l2( ) and in Chapter 12 y - 8t. Croix County Sanitary Ordinance. maintenance The property pwneL 8gieeS in submit to St. Croix County Planrting & Toning Do artra a certifxcativn form, signed by the or a j owner and by a master plumbor, ,iourna wastewater disposal system is in proper n sting Condit onland/orl (,2) ~~er insplicensed ection and p er verifying (if nac essa }tha on.-site less than I/3 full of sludge. ry), the septic tank is '/we, the uneieraigned have react the above, standards eatYbrth, hexeaq as set requirements and agree to maintain the private ;,ewage disposal system with by the Department of Co the Certification stating that your septic system has been maintained mustb'e completed and returned t(- the St aroix co Wisconsin. Zoning Department within .30 days of the three year expiration date.tY planning do I/we certify that all statements an this form are true to the best ofrny/our knowledge. 1/we am/are the owner(s) of the j property described above, by virtue of a we my deed recorded in Register of Deeds Office. Numb f' om~ / SIGNAT F .APPLICANT(S) ' DATE "**Any nrfarnlattnn that is misrepeesented may result in the sanitary permit being revoked by the Plo+nn;ing & Zoning Department. kl.nclude with this application a recorded warranty deed from the Register of Deeds preference is made in the warranty deed Ot~ice and a copy of the certified survey ma if , p .j":REV. 08/05) i ~~rw Q 4 !0 I tl ON 911Q f~ISIh3N fiO-fit3-N tlQ 31W '13L AQ OJI7 OIOE-Sba(GIU NU0.x 'rn do siw Mo 3NV' uuremo s3:~ Ia33:Mkle Ot amad L0045 111 'ANVJ N33Q SNO[1tlA313 sNrw NU o3lrs TiJ19>3d5 :on s 'LJ3Natl aNt SaOatl] XV Samrw aNV N1m1w+Oi aNv 31111 .0-.i .6/I 31tl0$ 103N1S N1L61 991 Iw O1!YI :NindiODi NO 5Ma}:pl LYNN a3NNrr} u•Y NI TMS 'SNOISN W lri A31a30 Ol N3a' NOIS30 ~ag N~rv"aw~wicisr n iiie'unimu`isnrv sao yi sr rn u33I10N 1SI(MNNN1 VHSINl 9 43NNtl1 ~MJ N9ISM NO1SM t~ a 3=..- d¢ v to t gy 0 u 7 f N J - o j I~ O O it r~ ~ I I i I it is Hill '1 I i ® ®~is EaIEIIIII MOOD Im- E lM❑❑❑ l EI❑❑❑ r` L l6Ld'❑❑❑ 16~~1d,' ~I r=n ill❑❑❑ r~ I' . 4 Y !tl E b 8U-8[-6 31tl11 'A36 Q W! ~MQ NWSiA3tl 31tlQ AQ QJI] OIOE-892(SIL) 'fIWM "rc so saurml9 U ouur'»s3[s x1IR)3•~tle urtNd LOOYS IM 'Ntltld 53311 3~oA'mlb 300> 3cwmoYaar 3M1 S w smntl) ANY IMid3N mm SNmltl l mw Ntlld NOI1tlQNf%]3 133?J1S H1LYI 9S1 YU sNrte NU miry Arnx'o3dn :ax 'D3rcxa seLL MS 'SNmSILMia IN AM3A Ot 11.1iM 31.111 .6/I 3ltl]S rul A::n iNdMd!nda Iw Smd.al.N L^3.UY ¢tNNm urv m g3011@I rnAxux s3~. sns~ox.N.anomiiis' sao Yi; elxc> rn 1S[f10NLfi1 tlHSINl 9 N3NNtl1 RID3 N9IS3a HO1Sfl] NOIS34 @9? y .BA AF A~b 3AI ...1. A _A A..... A A B A A I x o b 10;----- - - -JI _ f, .l.,__~ r ~11t111l I - .e/c .I b I t w ~s rv, I ~ ~ ,e~ I I " : r I l I i. , r ~ 1ffig N n GR I'v a wi-.u/[ li b ~ I vs!w>In .vc I 1 I I _ Y ~ (i ~S ! FI I f' ~ 1 : ~ f ' I II I ~ I I A_ / 4 I I _ ~I I 1, g I I o .B. li m v.BI>r d .Yn n " ww" !t ill a r x t: M: s - ltf I{ a3 S1ULY uI .Y%[~il ; vo .oI ~ ; I : w "S~'1. ..1SS\SSRl~l1 h ! i i ; F fµ v g i ti ~ I ~i 4I I I / I I TU ; x ~ ; x gg I I z - - . . I I .......................A.._..._......._._............................................._...__._.._.._........_........-._................................................................-'- _-_..._F... . ~ FI R a ~ Y 4 ` 1 .!p Z tl a0-H[-a 31VH 'n3a pN pA0 NpISIn3a 31tle AH HMp OSOEXN (L) ummA iµ 5iuummA Saz:s LOOPS IA A 'Natld 833H :A11U33:1AfA A 13n31 NItlN - - 1 A N aoasM vT o av~vs~Ivds :wi ~aaraad swt 5t~a] A1N mditl QNa FOilw~m cM' 3111.1.0-,(~ r6/i 3-Itl3S 133a1S 1114Yt 9St nrl p;lsu aN!xra!nd:! +lu sma],m u]in IOwnn un w ~s 'sNmsrti,;a lr ~dlmn el a]uvre NOIS34 ~o~ 'N31TMwe stcoa,am omwiaaommrsr°~"sa vu~vwN~tl30o rn N30ILON 1SIMNapl VHSial 9 a3NNV1 '60A N9IS3H NO1Sp7 s M 0¢ ! x F' 00 , l'.G ,11 ,'AI Op' F-;L: ~ t .~F (V J I : : I ~ I I I I : n j : .I I I Ic: c(I _ a] i ! 4I 1 II ~ I 1 m s° L5 I m I I 4i n~ II boa a3CVih A^ ! , CC i dcW~ m n , - n GI r ' n r 1~ te 9a ~ AF II a m. i n m N~ - : i 1 A-A t b F . w 1 O ~L l~.. F PM ~F ~r~ : u 5~. n C s I is i p I II ! ~11 A-F~ L. i d/-~ I F-AI ~ A-A ! &S A~A j ~ o I tr - tr I I v j .X II i ! b ' X ~I I i \ m i i i F : M Parcel 040-1000-70-040 04/29/2013 03:22 PM PAGE 1 OF 1 Alt. Parcel 01.28.19.4A-20 040 - TOWN OF TROY Current XX ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type of Units 10/28/2009 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner TANNER N & PATRICIA K TURNQUIST O -TURNQUIST, TANNER N & PATRICIA K 576 BOUNDARY RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 576 BOUNDARY RD SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: Acres: 5.780 Plat: 5664-CSM 24-5664 040-09 SEC 1 T28N R19W PT SE NE FKA CSM 18-4747 Block/Condo Bldg: LOT 06 LOT 1 (14.03 AC) BEING CSM 24-5664 LOT 6 (5.78 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 01-28N-19W SE NE Notes: Parcel History: Date Doc # Vol/Page Type 12/07/2011 946853 EZ-1 05/05/2010 915577 EZ-U 10/28/2009 906094 24/5664 CSM 10/28/2009 906093 RLSE more... 2013 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/18/2011 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.780 88,900 26,000 114,900 NO Totals for 2013: General Property 5.780 88,900 26,000 114,900 Woodland 0.000 0 0 Totals for 2012: General Property 5.780 88,900 26,000 114,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Total Special Assessments Special Charges Delinquent Charges 0.00 0.00 0.00 2186 Wisconsin Department ofSOIL EVALUATION REPORT Page 1 of 2 Division of Safety and Bui iltii gs in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations ~07 County Attach complete site Paher not less than 8'% x 11 inches in size. Pla t St. Croix include, but not limit vertical and ho 'z~9OWMference point (BM), direr j nd percent slope, scale or a rrow, and location and distance t a Parcel I.D. €-anh 040-1000-70-925- OS40 . Zp> phase print all information. ~?:4 eviewe Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (t) (m)). ~ Property Owner Property Location c Tanner & Patricia Turnquist Govt. Lot SE 1/4 NE 1/4 S 1 T 28 R 19 W Property Owner's Mailing Address L Block # Subd. Name or CSM# (S~/ 31 Heritage Blvd. 6 '2P S 1 m ns d CSM City State Zip Code Phone Number City _j Village 0 Town Nearest Road #,57& Hudson WI 54016 (715) 386-2816 Troy 90Th St. (Boundry Road) 1e New Construction Use: VI Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD _f Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if appl'ca Na General comments 4r` ` 201, br T d//~ and recommendations: Site suitale for mound with 9" of ASTM-C 33 sand placed on102.25' contour. System elevation to be 103.00'. G~~ J3 1 ``~AML Boring # I Boring Pit Ground Surface elev. 100.62 ft. Depth to limiting factor 27" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-4 1Oyr2/2 none sil 2fgr ds as 2fm,1c 0.6 0.8 2 4-19 1Oyr4/4 none sil 2fsbk ds cw 2fmc 0.6 0.8 3 19-27 7.5yr4/6 none sl 1msbk mfi gw 1fm 0.4 0.6 4 27-41 7.5yr4/4 f2f 7.5yr5/8 scl 1csbk dh - lvf,f 0.2 0.3 Boring # Boring ❑ 0 Pit Ground Surface elev. 103.01 ft. Depth to limiting factor 3011 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-5 1 Oyr2/2 none sil 2fgr ds as 2fm,1 c 0.6 0.8 2 5-19 1Oyr4/4 none sil 2fsbk ds gw 2fmc 0.6 0.8 3 19-30 1Oyr5/4 none sil 1msbk ds cw 11fm 0.4 0.6 4 30-49 7.5yr4/6 f2f 7.5yr5/8 sl Om dh - 1vf,f 0.2 0.6 * Effluent #1 = BOD? 30 < 220 mg/L d TSS >30 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sign ure: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 9/30/2009 715-248-7767 ~ SaYe dQ/ua.~lor,~~ / 320.73 by-~ory~~:.~ cf Ow" T~~Gr~TnCS,la Tur krsz<~r9o. ~ ~ MsM i~ d l ,~a~ lvcFProPosccl c-5~,`57/lE~'Y, cp see-. TT28A 19W., To{Trny, SE .Croix co, 2/ ( / v ~ i ~ : ~ M.,T t4. 1 3 I I ~ 1 I \ , P~cpvaed s-z . \ \ 61 1~ \ /06 S t. Sfc~wr Loe7 b~ ~ h 3i/. e Lott o C3"t M 181 7y7 7 ' REPORT 1 Of 3 Wisconsin pepaMientof Commerce SOIL EVALUATION R Page Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Courtly St. Croix Attach complete site plan on paper not less than 8112 x 11 arches in size. Plan must include, btd not dmited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ) - ed _5 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. y Please print all inf muldon. ~Gl/Y~w a Law. s. 15.04 (1) (m)). Persood worrnatlon you Provide be u property Location , y a Ply owner w Country View Construe . ion (Brent & Sonja Johnson) , Govt. Lot SE 1/4 ~113 114 S 1 T 18 N R 19 E (or) W Block # Subd. Name or CSW rlfvc2d Property owner's Mailing Address _ L (7 2 5 X10 ) 499 Coun View, Road, , urNrr Nearest R city Z' State r~N` 85 Boundary Road Hudson, WI 600 GPD a New ConeWction Use Resider►tiai !Number of bedrooms 4 Coda derived design flow rate Public or commercial - Describe' ft. Parent material loess over tilUoutwash N ~ Flood Plain elevation if applicable General corrrr►erlts _ Mound System - 0.5 Loading Rate - 0.5 ft. Sand Fill A71 and recommendations: L4 J a~ W,o P-t4c,-12e r~ c aj 1'aG ~Y) 440 `/tCE hD a , d ® Boring c i 37 in. El Boring # Ground surface elev. 100.00 ft. Depth to krr&V fa Sol Rate Q Pit Boundary Roots Horizon Depth Donrx►ant Redox lipUon Textuue $kucture Coneistenoe Boundary `Eiff«1 'Etf#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-5 10YR2/1 - I 3f-mgr mvfr cb 3vf-co 0.5 0.8 I mfr as 2vf-eo 0.5 0.8 2f-mabk 2 5-10 10YR2/2 10YR3/3 - sil 2f-mabk mfr as 2vf-co 0.5 0.8 3 10-16 dh as 2vf-co 0.5 0.8 1 4 16-31 10YR3/4 _ sil 2f-mabk 0.6 5 31-37 7.5YR4/6 - sl If--msbk mfr as 2vf-m 0.4 t2f 7.5I'R4/4 A m mfr as 2vf-m 0.3 0.5 6 NEY7 R4/6 0.5 0.6 7 R4/4 c2d 7. 5YR4/6 is m Is m mfr - J E 2 Boring # 11 Boring 99.50 40 • pit Ground surface elev. ft Depth to kniting for im ion pp Redox Description Texbre strucau~e Consistence Boundary Roots in. Mur"ll Qu. Sz. Cont. Color Gr. Sz. sh r,00.88 0-4 10YR2/1 _ l 3f--mgr mvfr cb 3vf-co ) 5 , _ mfr as 2vf-co 0.8 ( 2 4-8 10YR2/2 1 2f--mabk 8-17 10YR3/3 sil 2f-mabk mfr as 2vf-co 0.8 3 - sil 2f-mabk dh as 2vf-co 0.5 _U 0.8 4 17-32 10YR3l4 - sl If--msbk mfr as lvf-m 0.4 0.6 5 32-40 7.5YR4/6 - f2f7.5YR4/4 sl m mfr lvf-m 0.3 0.5 6 40-50 7.5YR4/6 :::orizonnss55&&66 have some gravel.) EfilueM #1= BOD > 30 220 mgL and TSS >30:5 150 mglL ' Etfluerk #2 = BOD < 30 mgll and TSS 30 mglL CffC EAdWdr:ewW se Print) ( lti 224832 unru Jo Hollister Dula =va *Conducsed Tetepltio o Number 775 75 690th Avenu e, River Falls, W1 54022 10 - 23 - 03 & 01 - 25 - 04 (715) 426 - 1775 I i i ! t ~ (Pending) Page 2 of 3 Country View Construction Parcel 1D ~ owner property BoriN - - 37 Grou h surface elev. 103.30 ft. Depth arrpling factor in. Ram 19 Pit El Redox Description Texture Sbl CW a Cor~e~ Boundary Roots GPDff tf 2 Horizon Depth Dornant -Efflrl in. MunseN Qu. Sz. Cont Color Gr. Sz. Sh. 3vf-co 0.5 0.8 cb mvfr 1 0-5 IOYR2/1 - 1 3f-mgr 2f-mabk mfr as 2vf-co 0.5 0.8 1 5-9 - 2 0.5 0.8 2f-mabk mfr as 2vf-co 3 9-17 10YR3/3 - sil s1 1 f-msbk mfr as 4 17-37 7.SYR4/4 2vf-m 0.4 0.6 - 7 as lvf-m 0.5 0.7 5 37-45 7.5YR414 f2f 7.5YR4/6 is m mvfr [En 7.5YR4/4 Of 7.5YR4/6 sl m mfr - lvf-m 0.3 0.5 (Horizon 4 has 100/9 gr., Horizon 6 has some gr, few stones ReAppkation Bor" Bonng ft. Depth to ti TKM factor in, FG m a ~ Pit Ground surface env. Rppig Color Bounda ry Horizon Depth Dominant Redox T Ca 'Eff#2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Boring Bork9 surface ~v_ ft. Depth to wraith g facto' in. Ground Sot ~licetiori Rafe D H Pit Horizon Depth pcepcent Color Redox Description Texture Structure Cor>sistance Boundary Roots .EW .E in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Ili EH 11 Effluent #1 = BOD, > 30< _ 220 mglL and TSS >30:5 150 mg1L ` Effluent #2 = BODS 130 ffq& and TSS < 30 mglL The Department of Commerce is an equal opportunity service Provider and employer. If you need assistance to mess services or need material in an alternate format, please contact the department at 60&266-3151 or TTY 608-264-8777. SBD-93MCu (RA71M) P~Of PLAN PAX-3-ff 3- / s Sp IUT -A AkEZ 106,0 LncATep N SLR T 1 L= ToP F PVC PIPE= A6-w, W~SCONS 1 b -501. BONG W/ B ~ ND COMM W 5eWALK M5 Ck' S'R~P06ED 10►~ ,~c~~s .~,.,..v. ? C,oot~Ttt perry lw~)T ;WbI off)_ 13 a' 9 ~oPE tog, X CAWFa. Hou E ~ocR~~ oN) guy#~ Ad I C~ ' wt 4T g3' gr-~2 !1!G I NAII/ILI 1 Q F C-1 70 WFl~ Rq, O O L RtitIS~D:~3r~3*-01~ 1 IIl1Cl ilIII !o 6'CII !1111 illll IiIE !I!!i! IIII Ili! 2 906094 BETH PABST REGISTER OF DEEDS CERTIFIED SURVEY MAP ST. CROIX CO., OR RECEIVED FOR 10/26/2009 0 02 MA 2:30 LOCATED IN PART OF THE SE 1/4 OF THE NE 1/4 OF SECTION 1. T28N. PM R19W. TOWN OF TROY. ST. CROIX COUNTY. VASCONSIN, BEING LOT 1 OF CERTIFIED SURVEY MAP CERTIFIED SURVEY MAP VOLUME 18, PAGE 4747. VOL: 24 PAGE: 5664 REC FEE: 13.00 OWNER: NOTE: COPY FEE: 3.00 TANNER & PATR ICIA TURNQUIST SHARED DRIVEWAY IS FOR PRIVATE PAGES: 2 637 WILDFLOWER LN RESIDENTIAL USE BY LOTS 5. 6. AND 7 HUDSON. WI 54018 ONLY. SHALL NOT BE EXTENDED OR EXPANDED AND REPRESENTS AN SURVEYOR: EXCEPTION TO ORDINANCE-BASED TOWN pOUq~g ROAD STANDARDS. AS ISSUED BY THE NE CORNER S & N LANJ. ZAHLER D SURVEYING. INC. TROY TOWN BOARD ON 09-10--09. SECTION 7 2920 ENLOE STREET-SUITE 101 HUDSON. WI 54018 LOT 7 AREA TOTAL -132,027 SQ. FT. (3.03 AC.) EXC. R -116,682 SQ. FT. 2.88 AC. V NORTH LINE OF THE SE1/4 OF THE NE1/4 5 Pyy~4~ C.8_M VOL. . 5 PG. 1324 I S89'4S' 'S0'W 1320.73' I 967 72' 1 3f 1.98'41 03 I.......... x........353 Ot' I$ ti i LOT 6 I 251.696 SQ. FT. (3.78 AC.) c x LOT 7 y sN Lao Iy~ ...................S89 45 50'W .666.65' `b. 1-4 o s N - I .W I I ~g6 Op 31 f.96 41.03' z N894W .01' I .I o cc_~~ 'sir ij0 cs S m'` J~ LOTS 660° 8 I ro ~x e:~ti I I Irv SCALE IN FEET 1" 200' 20 O 200 (50 c~ ~1S' I I I FOUND ALUMINUM COUNTYc $ 1;b~y' g m SECTION CORNER MONUMENT 4/ O FOUND 1' OUTSIDE I• DIAMETER IRON PIPE ' SET 1' OUTSIDE DIAMETER BY I I I O 18' LONG IRON PIPE. WEIGHING OF wis 1.13 LBS. PER LINEAR FOOT ~PAr''~~-"` Oti~/ I I ~I DOUGLAS J. m FOUND 314' IRON ROD co ( ZAHLER * I . ESCM( 1NER - PROPOSED DRIVE ! 8-2145 I BUILDING SETBACK LINE - I" _ DISTANCE AS SHOWN g V t7 -TOWER IN I I SOIL BORING r- (XX-XX-XX-) RECORDED BEARING ON CSM VOL. 18. PG. 4747 EACH PARCEL. SHOWN ON THIS MAP IS 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 CONTACT THE ST CROIX COUNTY ZONING OFFICE AND THE TOWN OF TROY FOR ADVICE. THIS INSTRUMENT WAS DRAFTED BY. DOUG ZAHLER Joe NPbpY08-01 DATE: 09/10/09 SHEET 1 OF 2 Vol. 24 Page 5664 - 76ZS~3 APD ~oO I V01.18 PAGE 4747 II1l 5 KATIRM H. If7CGSH-" REGISTER OF DEL~DS WEIVRDXFOR•kECORD ST. CROIX COUNTY 05/13/2004 0215SPR SURVI YOB'S RECORD CERTIFIED SURVEY HAP RPM EPP: '113.00 CERTIFIED SURVEY qAw LOCATED IN PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. SETBACK NOTE: 3 FRONT SETBACK = 150' SIDE SETBACK = 50' LOT 3 CSM VOL. 5 PAGE 1324 NE COR SEC 1 { N I REAR SETBACK = 50' - - - - - - - - FOUND SURVEYI I IQ NORTH LINE OF SE 1/4 OF NE 1/4 N 89'45'47" E 1320.73' MARK NAIL I 1$.- 1279.70' I N 0 41.03' I APPROVED I 1 0 I I I ST. CROIX COUNTY ~ Planning ZWAN SM Parks Committee l _ I I i olo I MAY 13 2004 , I M117 not noordad wltt,m so days of LOT 1 I I I 1 c , vN dab approval sns11 be 611048 S.F. ' I I ~ . nutlandvold -----------J 14.03 Ac. i N 89'45'47" E 353.0 311.78 i . E. R. .6 7 Ac S. F. 02 595702 i ~arrwgq tip\`` 13.67 Ac. - - 41.03' c s~ww p~~ g , 108724 S.F. { N~ g i oa`«~ fl/~/ 2.50: Ac. Z° i ' / . .0 cd iE. R. 96b88 S.F.I I~ I Z I c { Z! ROGER LYNN 2.211 Ac- N I I o { 4 1 1iUMQFiREY g ` I I ¢ S 2(88 0 tO ~0--- ' N I i { ag l z N 1 i \ i `O N 89&454-C 353.01' I I 1 0. 'C W OODV1 ` Lul. o i S'•. WI 311.98'41.03, <,4 I N I i I I u Ib. LOT 3 I Www LOT 4 i z '-d 1108726 - C'd ) 897837 S.F. ' 2.50 Ac. l0 1 { y~O~'1 20.60 Ac. M i En o Ir' I w i0 ✓ E. 1R. 96080 S. F. I I I~ 7 i E. R. 837560 S.F. 2.21' 50'1 0 19.28 Ac. N 89'45'47" 98353 01' I I {#i I 1%1 ~ 41.03' ~ , '411 I ~Ia ICi Go Iai II N o N I '"'I { - S 89'58'42" E 1274.15' 1 6 ! L- wrl -TOWER ROAD- - ~ $9'!11 ~8 ~ ~ 315 03_ EAST=1kESL 1/4 LINE (D S89'41'38"\'' EAST 1/4 COR 1 1 1.841.43' UNPLATTED LANDS FOUND SURVEYI I I Vk, 1 COR MARK NAIL SE(,;. 'i FC"! 'D in %F. 3/ 4" BY 18" 14RON ' 3" ALJMINI ,W PIN WT. 1.50 t.SS./FT. NOTE: MONUME,!T 0 FOUND 1" IPON PIPE BEARINGS ARE REFERENCED TO 7HE EAST LINE OF THE NE 1/4 OF SECTION 1. CC UNT Y ^ECTION MONUMENT SOO 04 24" WSSUMED 1'O BEAR (FOUND Aq NOTID) SGIL BORINGS OWNER: SCALE: i_ - 200SURVEY CONDUCTED AT THE BUILDING SETBACK LINE ioREQUEST OF THE OWNER: PROPOSED DRIVEWAY 0 50 COUNTRY VIEW DEVELOPMENT - 499 COUNTRY VIEW ROAD E.R. = EXCLUDING RIGHT OF WAY AREA HUDSON, WI 54016 THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL SHEET 1 OF 2 HUMPHREY ENGINEERING Vol 18 Page 4747 Parcel 040-1000-70-040 08/06/2012 12:52 PM PAGE 1 OF 1 Alt. Parcel 01.28.19.4A-20 040 - TOWN OF TROY Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 10/28/2009 00 0 Tax Address: Owner(s): 0 = Current Owner, C =Current Co-Owner 0 - TURNQUIST, TANNER N & PATRICIA K TANNER N & PATRICIA K TURNQUIST 576 BOUNDARY RD HUDSON WI 54016 Districts: SC = School SP = Special erty Address(es): Primary Type Dist # Description " 576 BOUNDARY RD SC 2611 SCH DIST OF HUDSON SP 1700 WITC Legal Description: 5.780 Plat: 5664-CSM 24-5664 040-09 SEC 1 T28N R19W PT S E FKA CSM 18-47 7 Block/Condo Bldg: LOT 06 LOT 1 (14.03 AC) BEING CSM 24-5664 LOT 6 (5.78 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 01-28N-19W SE NE Notes: Parcel History: Date Doc # Vol/Page Type 12/07/2011 946853 EZ-1 05/05/2010 915577 EZ-U 10/28/2009 906094 24/5664 CSM 10/28/2009 906093 RLSE more... 2012 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/18/2011 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.780 88,900 26,000 114,900 NO Totals for 2012: General Property 5.780 88,900 26,000 114,900 Woodland 0.000 0 0 Totals for 2011: General Property 5.780 88,900 26,000 114,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 N CROIX co UNTY a PLANNING & ZONING MEMO DATE: March 20, 2006 To: Mary Jo Hollister, CST #224832 CodeAdministratioa FROM: Pam Quinn, POWTS Inspector #665054 715-386-4680 RE: Brent & Sonja Johnson/Country View Construction Land Information & Planning CSM #762523 Lots 1, 2, & 3, Section 1, Town of Troy 715-386-4674 On March 16th amended soil reports were submitted for these three lots in ReaIPrope6 response to my March 3rd memo that documented deficiencies found during an on- 715-38,64677 site inspection by county staff. Several hours of staff time were required to identify that there were discrepancies between the final lot line configurations and the ve'a reported tested areas, which was in part due to the lack of data provided on the -386-4675 original soil report plot plans. I reviewed the amended reports and comments are summarized as follows: Lot 1: The soil report dated 1/25/04 did not have a distance indicated from Boundary Road, rather it referenced a "proposed east property line". This was I v1 I mistakenly assumed to mean the current Lot 1 configuration with Boundary Road right-of-way as the east lot line, but you submitted a concept map that showed locations for 2 lots that had been proposed prior to final CSM. I will be happy to revisit this site to verify data on plot plan that now shows this site is 353 feet west of road. However, BM#2 is still shown at elevation 106.0' and needs a corrected elevation for use in construction of a POWTS. As mentioned in previous memo, Site #1 tested area (soil report dated 10/23/03) had A+0" conditions and would require a state on-site soil determination for mound design approval. This area was flagged and still has benchmarks as indicated, although BM #2 elevation is incorrectly calculated. Lot 2: Again, I will re-visit the site to verify that your original borings and BM#1 are visible for POWTS installation purposes. I checked the area north of BM#2 twice on 3/3/06 and found some blue flagging on a tree branch, but could not specifically locate BM#1 or B1 (59" deep boring) or B2 (50" deep boring). The southerly test pit and BM#2 shown on the plot plan match the locations of Dave Fogerty's B-2 and alternate benchmark, the latter "top of PVC pipe" is 23" above grade and should be higher than the 98.78' elevation reported. Corrected elevation is needed. Dave Fogerty's soil report extends south of Mary Jo's tested area and allows flexibility in mound location and design. The site has not been altered and the contours indicated adequately represent the existing topography. ST. CROIx COUNTY GOVERNMENT CENTER 1 101 CARM/CHAEL ROAD, HUDSON, W/ 54016 715-386-4686 FAx PZ@CO.SAINT-CROIX.WI.US WWW.CO.SAINT-CROIX.WI.US Lot 3: The amended plot plan now includes a new hand boring B3 that is approximately 85 feet southeast of your 131. The "existing pit from Fogerty" 131 is shown and Fogerty's original BM#1 are still included for an assumed 100' elevation. The PVC pipe shown as BM#2 was previously observed and I will verify location of new B3 in relation to the staked north lot line. Upon completion of corrected elevations for alternate benchmarks and data verification, these soil reports should be acceptable for use in POWTS design. It is not uncommon for proposed lot configurations to change after soil testing has been completed, but review of submitted soil reports and on-site inspections help county staff identify discrepancies before plumbers use the data for POWTS designs. It is not always obvious (on paper) that the tested area(s) may ~rt not meet code requirements. Anytime more than one soil report is completed for a parcel, especially if there is overlap in the tested areas, errors and/or confusion of the data are possible. In this case, referencing another soil tester's data without properly identifying that twoA ifferent borings were used caused additional confusion regarding site conditions. All borings and site reference data must be identified and elevations must be correlated using one primary benchmark. Even though it created extra work for both the soil tester and county, it's good that the request for site condition verification was made early enough to identify and correct problems prior to POWTS design and installation. Stating or documenting observations made as a result of site condition verification is ,n,,, necessary so that any errors or discrepancies can be corrected. If data can't be readily confirmed at the site based on the soil report plot plan and soil descriptions, it's the government unit's (county) responsibility to notify all parties and obtain necessary clarification a /or corrections. Nobody wants to discover errors after a POWTS has been designed using incorrect soil report data. The focus here is to provide the landowner and prospective buyers with viable soil reports for each lot in the CSM. ST. CROIX COUNTY GOVERNMENT CENTER a 1 10 1 CARMICHAEL ROAD, HUDSON, W1 54016 715-386.4686 FAX PZ@CO SAINT-CROIX.W1.US WWW.CO.SAINT-CROIX.WI.US Lot 3: The amended plot plan now includes a new hand boring B3 that is approximately 85 feet southeast of your B1. The "existing pit from Fogerty" B1 is shown and Fogerty's original BM#1 are still included for-an assumed 100' elevation. The PVC pipe shown as BM#2 was previously observed and I will verify location of new B3 in relation to the staked north lot line. Upon -completion of corrected elevations for alternate benchmarks and data verification, these soil reports should be acceptable for use in POWTS design. It is not uncommon for proposed lot configurations to change after soil testing has been completed, but review of submitted soil reports and on-site inspections help county staff identify discrepancies before plumbers use the data for POWTS designs. It is not always obvious (on paper) that the tested area(s) may not meet code requirements. Anytime more than one soil report is completed for a parcel, especially if there is overlap in the tested areas, errors and/or confusion of the data are possible. In this case, referencing another soil tester's data without properly identifying that tw,o4fferent borings were used caused additional confusion regarding site conditions. All y borings and site reference data must be identified and elevations must be correlated using one primary benchmark. Even though it created extra work for both the soil tester and county, it's good that the request for site condition verification was made early enough to identify and correct problems prior to POWTS design and installation. Stating or documenting observations made as a result of site condition verification is necessary so that any errors or discrepancies can be corrected. If data can't be readily 7-confirmed at the site based on the soil report plot plan and soil descriptions, it's the government unit's (county) responsibility to notify all parties and obtain necessary clarification and/or corrections. Nobody wants to discover errors after a POWTS has been designed using incorrect soil report data. The focus here is to provide the landowner and prospective buyers with viable soil reports for each lot in the CSM. k-; ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, W1 54016 715-386-4686 FAX PZ@C0.SAINT-CR0IX.W1.US WWW.CO.SAINT-CROIX.WI.US CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. SETBACK NOTE: 3 FRONT SETBACK 150' SIDE SETBACK = 50' LOT 3 CSM VOL. 5 PAGE 1324 NE COR SEC 1 1 I 4 C' REAR SETBACK = 50' FOUND SURVEY I P`O NORTH LINE OF SE 1/4 OF NE 1/4 N 89'45'47" E 1320.73' MARK NAIL I 1 ioooM 1279.70' I cn - 41.03' I APPROVED • ST. CROIX COUNTY I ® 00. Planning Zonlrig and Parks Committee MAY 13 2004 I I I M I M `i not reoorded within 30 doy$ of LOT 1 d $Kmvel dote oppmvel shell be null endvnld S.F. r----------- I I M I I 14.03 Ac. I N 89'45'47" 353.01 I E. R. 595702 S.F. 311.98 13.67 AC. I r- - -LOT, 2 41.03' c I ee >r , I 10872 S.F. N I i ♦4~~ A ,C. ~~+s`~ ~s• i i 2.501 Ac. I• !y I ao R. 96b88 S.F.I I I ° 1 z•• ! d I. 1 ° 1 e *j' ROGEE~ LYNN 1 b ~ ~ 0 2.21 ~ Ac. 00 0 I IJUMPHREY _c6 a l z N W~ 0 i `O N 89'45'47" E 353.01'1 1 1 ZI I w 0 I al w o i o WI •~e- 0 311.98' Sl<.q a r---~-~ 41.03' I v LOT 4 1 0 0 ;LOT 3 N- to 1108726 S.F. `r o i° w i 897637 S.F. . .I Z 00 I I aol 20.60 Ac. 2.50 Ac. a° M l o I I z E. 1R. 960818 S.F. V) I 101 E. R. 837560 S.F. L-2.21-fix. I I Ia1 v~i 50'1 0 0 19.28 Ac. N 89'45'47" E 353.0i' l 311.98 I I I~ I 41.033 1 3 I',A~I --------------------------------------------------------------J C I I• I 00 I LO I C I o NISI I S 89'58'42" E 1274.15' I 8 - - - - - - - - - - - - - - - - - ' - - „ - -TOWER 1?0 e ?L - $941 !a8" W -J315.03_ FAST-YIE,SL V4J.(NE - - - S89'41 38 "k! - - - - - - - EAST 1 /a CORD I F 3941.43 ; UNPLATTED LANDS ~M COR "'~-OF~' - - - - - - - FOUND SURVEY I I I SE(.:. I FC"?,:D a SE 7 3/4" BY 18" IRON MARK NAIL 3" ALUMINUM PIN WT. 1.50 LBS./FT. NOTE: MONUMEi!T 0 FOUND 1" IRON PIPE BEARINGS ARE REFERENCED TO THE EAST LINE OF THE NE 1 /4 OF C--.UNTY ECTION MONUMENT SECTION 1, ASSUMED TO BEAR (FOUND A'z NOTr-D) S00'04'24' W. e) SOIL BORINGS OWNER: SCALE: 1• , 200' SURVEY CONDUCTED AT THE BUILDING SETBACK LINE REQUEST OF THE OWNER: PROPOSED DRIVEWAY 0 50 100 200 COUNTRY VIEW DEVELOPMENT 499 COUNTRY VIEW ROAD E.R. = EXCLUDING RIGHT OF WAY AREA HUDSON, WI 54016 THIS INSTRUMENT DRAFTED BY KEVIN SAMUEL SHEET 1 OF 2 HUMPHREY ENGINEERING 1 - ~'du~s / ~ P/2o~''es~ ~ u ~ ~ 1 r. .n \ / r a~~ d _ i ~ N I i ~ ~ ~ ~ I~ ~ D I - - ~ ~ ~~DG^Y~ ~ ~ Ut ~ ~1 O ~ ~ ~ A ~ i N ~ ` C X 1~~ ~3 gau~o~twv ~.o- 1320 000 FEET R. 19 W. 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