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038-1032-90-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building pivision INSPECTION REPORT Sanitary Permit No: 538781 0 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)j. Permit Holder's Name: City Village X Township Parcel Tax No: Thrush LLC, C/o Tom arry I Star Prairie, Town of 038 - 1032 -90 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No 1 1 - "• /6 86-1 08.31.18.149 TANK INFORMATION ELEVATION DATA p 03 , qq , i6 TYPE MANUFACTURER S STATION BS HI FS ELEV Septic ��� 3 J /� Benchmark 7 - 3-7 l6 � 1 Dosin 3 Alt. B Aeration / 3 �� Bldg. Sewer 2- IS All • co Hol g St/Ht Inlet • P tb b k, Sz 4.7 AN- TANK SETBACK INFORMA ON St/Ht Outlet 5, ( /Dn $ TANK TO P/L WELL BLDG. Ve o Air Intake ROAD allrtet— /6010 6 Sb /d . Z 9(0 • Z Septic Dt Botto V 13-72P Dosing ti1 � / Header /Man. 3 Aeration 7T �/� /lam/ Dist. Pipe 3. 57 1 7 Holding / Bot. System r 4, z 4 W . �8 Final Grade _ PUMP /SIPHON INFORMATION r de Z , Manufacturer r Demand St Cover — Zo e.1 GPM S. (,P A90 Model Number 3q 3 7— TDH Lift `71 Friction Loss ISystenn Hea � TDI Forcemain Length Dia. It Dist. to vdell SOIL ABSORPTION §YS TEM rj• y BED /TRENCH Width Length No. O re n s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS l(P �r�-' Ae �_ �— SETBACK SYSTEM TO P/L Al BLDG WELL LAKE/ S R M LEACHING Manufacturer INFORMATION CHAMBER OR Typ System: UNIT Model Number DISTRIBUTION SYSTEM 56 — Header /Manifold tj Distribution �/ x Hole Size Hole Spacing �a Ven Air Intake Z Pipe(s) �� Length 3 Dia Length - Dia Spacing z. SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/ dded xx Mu' ed Bed/Trench Center �� Bed/Trench Edges Topsoil ' f�j es No s No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: to / z W Inspcction #2 _ Location: 2265 Thrush Driv Star Prairie, WI 54026 (SE 1/4 NW 1/4 8 T31 R1 8W) 40 acres Lot 6L&j % - d A /� Pa el No: 31.18.149 1.) Alt BM Description = �j'� G ,,�. e ,�, C ; �s )D f �� 2.) Bldg sewer length = 43 d. `' rX, - amount of cover ti0 O w Z ►� -- - -- 4gn l P lan revision Required? �Ft Yes - No i ,� � Use other side for additional information. SBD - 6710 (R.3/97) Date Inse ore - - Cert. No Safety and Buildings Division County W Ave., P.O. Box 7162 5 Ck 0 1 X VIscon�,� 53707 — 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (60 66 - 3151 �� Sanitary Permit A State Plan I.D. Number �,�.�s In accord with Comm $3.21, Wis. Adm. Code, nest in /8762- 5 ° rG may be used for secondary purposes Priv y Law, s 1 m) Project Address (if different than mailing address) L Application Information — Please Print All Informat n 7—Z-6 TH R uS H Dle I VE JAN I 0 64 /-67 1 Property Owner's Name / / ST. CROIX CUUN fy eel # Lot # Block #- ''N RU H G L C PLANNING & ZONING OFFICE 0 0 _� Q 3 Z ` O ` DO O l V9 Property Owner's Mailing Address Property Location S F v PRaj r C51v OkO 5 (,4 17 - ,6: 16 City, State Zip Code LJ Phone Number `� t= V, �0 Section 8 L�F e jel c 1rlrV �Sc..>7 q cucleo II. Type of Building (check all that apply) T • N; RE or B 1 or 2 Family Dwelling - Number of Bedrooms (f Su Ivision Name pi V I CSM Number ❑Public/Commercial - Describe Use 3 Z8 , 7 ) -J ) 0q- ' )) ❑ State Owned - Describe Use ity_ ❑Village ®I ownshi of 57 Q ! /C III. Type of Permit: (Check only one box online A. Complete line B if applicable) A " ❑ New System Replacement System y � ep y ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. El Permit Renewal ❑Permit Revision 11 Change of El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. TvDe of POWTS S stem: a ❑ Non - Pressurized In- Crroun K Mound ? 24 in. of suitable soil ound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized to -Gro d Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) ' V. DispersalfIrreatment Area Information: 7 Design Flow (gpd) Design Soil ApRate(gpdsf) Dispersal Area Required ( Dispersal Area Proposed (sfj System Elevation yin 0. &7o -C A 75 / y &0 S- VL Tank Info Capacity in Total Number Manuficturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks �n Septic or Holding Talc Imo I vo zo 2 1 E S 6 e /. x Aerobic Treatment Unit / j3/ /ok , ' 1kf - / %1 Dosing Chamber �° IO J I ( L rC X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached pleas. Plumber's Name (Print) PI s S' ure MP/MPRS Number Business Phone Number Jolt ) S&HIm17 7Z3 6 0 1 - 71S-760- (!W86 Plumber's Address (Street, City, State, Zip e) 6/6 1 ,5D %N t40 :50"trtes6 r VII oun iDe partment Use On Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued ing t Si tamps) Surcharge Fee) ❑ Owner Given Reason for Denial J 1 0�2D/l M� IX. Conditions of Approval/Reasons for Disapproval GL �� ( 3 SYSTEM OWNER: I�� Gu� �4 �7 r✓t/uv " 1 Septic tank, effluent filter and dispersal cell must all _be serviced / maintained as per management plan provided by plumber. ol 2. All setback requirements must be maintained 5 T 04 as per applicable code /ordinan Attach complete plans (to the County only) for the system on paper not ha the /2 111 inches in sift SBD -6398 (R. 01/03) Page 10 of 12 PLOT PLAN (THRUSH Property) ♦ BM1 Elevation = 100.00' Top of 2" PVC pipe A BM2 Elevation = 99.10' Top of 2" PVC Pipe. ■ Backhoe pits Slope =l3% Contour Line Elevation = 98.21' 40.00 Acre Parcel New 10001650 gallon septic /dose tank with Polylok 525 effluent filter to N be added to the existing 1000 gallon septic tank. s0 : i MWy t t 5a F—(OL&) T/o 5rA /Z . FWA M (£ 5T. Gt� orb Co Scale: V= 40' 100 9 $ 9 4 141 PogT14 Pf I ® t 9VA[ Conn r ou Q � L! h3 r \ o t ` 13��SL 23-611)( 4Z• 04 �' fix, sri aL Ot gr�a ® ag,�W�pN PAR $� pR�vE C"" 83.3 WAC ® WGLL ' Safety and Buildings 4 N CREEKSIDE LA 382 commerce.wi.gov HOLMEN WI 54636 Contact Through Relay Isconsin www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Aaron Olver, Secretary December 01, 2010 CUST ID No. 223760 ATTN.- POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 616 150TH AVE 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/01/2012 Identification Numbers Transaction ID No. 1876254 SITE: Site ID No. 762124 Thrush LLC Please refer to both identification numbers, 2265 Thrush Drive above, in all correspondence with the agency. Town of Star Prairie St Croix County SE 1/4, NW1 /4, S8, T3 IN, R18 FOR: Description: Three Bedroom Mound System / 13% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1289080 Maintenance required; Replacement system; 450 GPD Flow rate; 28 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 /01); Commercial System, 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 r° c , 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 ((? i ° 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. [,t_P'. TPdiE :1 OF olvlsli;ri CF S ti LiY The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders r, F • 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. • A state approved effluent filter is required. 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 Comm 84 product approval conditions. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • 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. Y RECEIVE MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN NOV 1 2 2010 residential Application SAFETY & BUILDINGS INDEX AND TITLE PAGE Project Name: Thrush Mound Owner's Name: Thrush LLC Owner's Address: 774 Prairie Center Drive Suite 160 Eden Prairie, MN 55344 Legal Description: SE1 /4, NW1 /4, S8, T31 N, R18W Township: Star Prairie County: St. Croix Subdivision Name: 40 Acre Parcel Lot Number: Block Number: Parcel I.D. Number: 038 - 1032 -90 -000 Plan Transaction No.: ^. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings - Page 4 Lateral and dose tank ANN L;, Page 5 System maintenance specifications Page 6 Management and contingency plan _ Page 7 Pump curve and specifications Page 8 New Tank Specifications Page 9 Effluent Filter Information Page 10 Plot Plan Page 11 Septic Tank Maintenance Agreem Page 12 Existing Tank Certification Designer: John Schmitt License Number: 1927, MPRS223760 Date: 11/09/10 Phone Number: 715 - 760 -0486 Signature: � I Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706 -P (N. 01/01) Version 6.0 (R. 04/08) Pagel of 12 Mound and Pressure Distribution Component Design Design Worksheet Site Information (E or C �- Ri Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -443 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 450.00 Design Flow (gpd) 13.00 Site Slope ( %) 98.21 Contour Line Elevation (ft) 28.00' Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) i 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (C or E) C Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft 4 Number of Laterals of the highest point. € 0.188 Orifice Diameter (in) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft /orifice 2.00 Forcemain Diameter (in) 1 60.00 Forcemain Length (ft) Does the forcemain drain back? Y i 88.001 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 9.79 Forcemain Drainback (gal) 10.47 Vertical Lift (ft) 67.32 5x Void Volume (gal) l 1.92 Friction Loss (ft) 77.11 Minimum Dose Volume (gal) 0.00 In -line Filter Loss (ft) 39.32 System Demand (gpm) 15.64 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. o tions choice in. dia. o tions choice 0.75 1.25 1.00 1.50 x i 1.25 x _ 2.00 x x 1.50 x - x r 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information - Total Tank Capacity (gal) 1000.00 Se tic Tank Capacity (gal) Working Liquid Depth (in) Wieser Concrete Manufacturer L� gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) � Polylok Commercial Filter Manufacturer 17 .00 Dose Tank Volume (gal /in) L 525 --- Filter Model Number {Wieser Concrete Manufacturer Project: Thrush Mound Page 2 of 12 Mound Plan and Cross Section Views T 1/10 6 : =: =: ..:..:.:.:.:.. J Observation Pipe ; ; ; ; . K — 5 W ..a , — . ... ..... ............................... ................ ::::::.:.:•:.:•:•:•:-:-::-:-:•:•:•:•:•:-::•:•:-:• :•:•:•:•:•:•:- :•:•:•:-:•:•:•:-: L Mound Component Dimensions A 6.00 ft E 17.36 in H 1.00 ft K Eilft ft B 75.00 ft F 9.50 in z 13.47 ft L ft D 8.00 in G 0.50 ft J 4.23 ft W 450.00 (ft Dispersal Cell Area 1460.04 (fe) Basal Area Available 6.00 (gpd /ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.67 (ft) —i G • H 1 I 9.38 ( F Dispersal i�e11 9 (ft) Lateral 98.88 (ft)—♦ Invert Dispersal Cell Elevation E D ;; 3 • 98.21 (ft) Contour Elevation 13.0 %Site Slope Geotextile Fabric Cover Shading Key m a T Dispersal Cell See lateral details on 9Q Topsoil Cap c 1.5 ft Page 4 for number, size, Subsoil Cap a C and spacing of laterals. Q ASTM C33 Sand :a F Laterals are equally m 0 5 ft Typical Lateral s Q � Tilled Layer aced from the � P Q Aggregate c I distribution cell's ` + centerline in the A ♦ distribution cell (AxB). Project: Thrush Mound Page 3 of 12 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. Laterals are identioal 77 I P � •= Turn -up wdball valve or I� X— ��Fxl2 x12 -> Laterals & force main of PVC Sch 40 cleanoutplug per COMM Table 84.30 -5 Hales drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft /orifice Lateral Flow Rate 9.83 gpm Manifold Length 3.00 ft System Flow Rate 39.32 gpm Manifold Diameter 2.00 in Total Dynamic Head 15.64 ft Forcemain Velocity 4.02 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and --► Comm 16.28 WAC L 4 in, min. IF Disconnect Tank component is properly vented E Altemate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Ca aci 650.00 Gallons —� Volume 17.00 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 20.80 353.59 C B 2.00 34.00 P� ump off elevation (ft) — C 4.54 77.11 88.91 D 10.W 185.30 D Total 38.24 650 1 Dose tank elevation (ft) 3" Bedding un er tank. 88.00 Alarm Manuafacturer Septronics Alarm Model Number E TM - Pump Manufacturer Z oeller Pump Model Number,; 9 Pump Must Deliver 39.32 gpm at 15.64 ft TDH Project: Thrush Mound Page 4 of 12 Mound System Maintenance and Operation Specifications Service Provider's Name L John Schmitt Phone 715- 760 -0486 POWTS Regulator's Name St. Croix County Zonin Phone[ hone 715 - 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 ears Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished .. , .. ........ 0000000,0000000 Grade vl 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Thrush Mound Page 5 of 12 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD 10706 -P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The finer cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shalt be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD 30 mg /L TSS, 10 mg/L FOG, and 10 chill 00 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 12 Page 7 of 12 Q!/AUrY 1ffW SECTION: 2.20.035 Z FM0973 lO 0310 Product inb rna�n p o wled ® � e LI" Of P"Co o. consul 11 lmn=ws or A941L TO: P.O. BOX 16347 - LouisWla KY 40256 -0347 visit our Web site SHP TO: 3649 Came Run Road - Louswk KY 40211 -19161 www- zoeiler com (502) 778 -2731. 1(8W) 928 -PUMP- FAX (502) 774 -3624 OMPARE THESE FEATURE Non- clogging engineered plastic vortex 98 Cast Iron Series impeller design. Corrosion resistant powder coated epoxy "F LOW - MATE" finish. Durable cast construction. Cast switch (FOR PUMP PREFIX /DENT /F /CATK IN SEE NEWS& KEWStJ " case, motor, pump housing and base. No FOR SEPTIC TANK sheet metal parts to rust or corrode. LOW PRESSURE PIPE (LPP) Castings -All cast iron class 25 -30 25000# AND ENHANCED FLOW STEP SYSTEMS tensile strength. E F FLU E NT Stainless steel screws, guard, handle, arm and seal assembly. P DEWAT&RING PUMP Float operated submersible (NEMA 6) SUBMERSIBLE 2 - pole mechanical switch. 1 %' NPT DISCHARGE Motor - Permanent split capacitor, 60 Hz, 1725 RPM, oil - filled, hermetically sealed, UL CO automatic reset thermal overload protection. Bearings - Upper & lower oil fed cast iron. T &b CM "° Coohd Carbon and ceramic shaft seal. Sb"°"° ` No. 106 Entire unit pressure tested after assembly. Watertight neoprene "0" ring between motor and pump housing. Automatic or Nonautomatic Maximum temperature for effluent or Y2 HP, 1 Ph.,115V or 230V Available with Piggyback dewatering 130 °F - 54 °C. Variable Level Float Switch. Passes 1 /2 inch spherical solids. No screens to clog. Standard cord length 15 ft. (UL Listed). �4f}tt I %" NPT Discharge (1 W' X 2" PVC Adapter J o D ; included with BN & BE Models). l On point - 9'/2' Off point - 3" Major width - 10 ' /e" Height -12" SIMPLEX AND DUPLEX POWDER SYSTEMS AVAILABLE COATED TOYiM" PACKAGED SYSTEMS AVAILABLE Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized MODEL BN98 basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. 0 Copyright 2010 Zoeller Co. All rights reserved. Page 8 of 12 D z t 541" AS 84" M REQD i rn y 43" z z c n w m v o UP 42" O m rn 4" CAS n 0 3 461" I 5" z oo D D I cn rn 38" m m \ r v 1 D 29 am N - n UP 40" m 4SI g m O z C - O m P vD 41" n m D -� N I D I N rn D r -fin -1 D O c� x � o c m m m D ��., Ni p 0 D Z 0 -I --I C CD 2 (� W N Z m � xX 70MZ or O D O�Z D Cr�Z�Z rN*1 r m � CD r- (A m -0 X0 p* 0 = =�0r,t�i,1 cp O m -off m < D n �z �Ng r — � �w N O OZ zo O m m 2 m Z yZrrn O> ' CA O �*�I a� pN'W s M O X;K N� p DO CD N N'� N 1 -i � . O� n N s D -1 l/1 O "O l7 D Z V pf rn CD -1 O p v D v D = m o pW NmD I ��w � • ON. - O) ;a i l.J x NZO Zrrn" C cN mmp D� s n << m w v p N :: z D y ''' -+ r r N.� °° i ° b- D I O r o m i z W p � rn ` � � O D �� :)c � o 0 rr rrl m< 0 3 rn w Z A D C M v > 24k u8v g0 W N z r ; D N vp� � N --4 0 m m a p , N �� M �D 2 � D �� O C m .a H Z O r 29 Z M ;0 ;1D M r- m WLP1000 /650 -MR NIENER c ®ICRETE m DRAWN BY: SME SCALE 1/4'=l'-O' PRE -POUR: ° � SEP nC MANUAL REV. Z W3716 US HWY 10 MAIDEN ROCK, WI 54750 DATE: JANUARY 2010 DATE-. POST -POUR: P REVISED JAN. 2010 800 - 325 -8456 Fly ;OW Page 9 of 12 INSTALLATION INSTRUCTIONS A 01's Zabel yrw ahi o .., i, PL- 525 /PL -625 FILTER NSTA%LLATION INSTRUCTIONS Center filter with opening O W J A LL x a � e Additional pipe or Polybk Extend & Lok° Gue for entering. Step 1: Step 2: Step 3: (A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the is positioned so the filter can be housing, making sure the filter removed from the tank for cartridge is properly aligned and maintenance and service. completely inserted in the housing. ' INTENANCE INSTRUCT ONS Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back DO NOT USE PLUMBING if necessary. into the the housing making sure WHEN FILTER IS (B) Pull the filter out of the housing. the filter is properly alighed R EMOVED (C) Hose off the fitter over the septic tank. and completely inserted. Make sure all solids fall back into the (B) Replace septic tank cover septic tank. Page 10 of 12 PLOT PLAN (THRUSH Property) ♦ BM1 Elevation = 100.00' Top of 2" PVC pipe 0 BM2 Elevation = 99.10' Top of 2" PVC Pipe. ■ Backhoe pits Slope =13% Contour Line Elevation = 98.21' 40.00 Acre Parcel New 1000/650 gallon septic /dose tank with Polylok 525 effluent filter to N be added to the existing 1000 gallon septic tank. sE �mvi S a, T3IN, R -tf3ry T�D STA /Z PrrAfR (£ sr. c�orx Scale: I"= 40' ion 96 94 9y 9 Z uo2ri+ OL CON MA R \ OWE � \ - Z3.69)( r ' FXi5r) ►J6 _ 41 �. H ONS c h Ex/S' 1 W jo ©0 C�A4 ��X/STING P ►a ■ ASAJb0m fp-9 6 L4 C0'V,H 83 33 u9Ar pRNE ® W LL e11of12 ST. CROIX COUNTY SSP11C 'T MA1NMANCR AQRE MBNT AND owNERSHIP CERMFICATION FORM owrl muya 1VMAI&S Addnae C X w v 37 y, 6rt A Iwlp Pmpezty Addiva a ✓�eivr. v"Ss'yy Narqu *am Flow ae J 9 Zan Kns w ibr new ) Cit W+Q 441oi* d c I Pa ml ldendflastion Ntunbw Property LoottianSAr ' /.. %, . Soo, _.t T L_N R_ZLW, Town of Jtf,�,�� Subdivision Plat:__ Lot a3 Caret M Survey M CJ�( Volume PqP # _ L warromty nand tt �d ? � (b.t�iasr 2007)Volumc = 9 . pop ii -- �� 3 — Spara Howe G: yet am Lot ;i nns idand9able 16 D ago tsnpra+ow No and aspainosmmos ot yaw Goode waaw aaatutd taaeslt to its Pama wo tY kwa so handle waeDai Pwpa maktt new wtol As of "the sopow *A evay rinse yaw or sonata►, tf naded, by a uanaed pv mW. What you put bno t>ro sys0estt oat ad9ot the fhnodoe of tiw aar�o leash su a ttwmteat ass. to � w1a>aa af(sposN symrtr, owner trwdatsssaays mponaibi es we spNtlod in ¢Coaun- SIMI) and in C bWW 1 - st Crab Cman4' saaltsry Ordisaaws. The pmpft owner sigmas io tmtmtit to St. Croix Carwat P% wtby a Zoaing ftwtawlt a ar0oadon threk adpaad by do owner aw+d bg► s meter gitaeabatr, )eurnayaaa pixtabar. cwaSiated pfwnbaK or a llolesed pmapec ��s that f 1) lIM on�aits 1 ta 11 of ah Is is veep► �eatiag oosdidm aloe M Sher koapoodan ad Pw Pma (+r y), dw as Nc tok is Ywo. aka gadwaiaoed haw road dta abew ad arpeea to mahaatst des privaa sewage a>aposal We= with than se ohr a tart h* hews as set b die depwtoestrt7CM nad dw a4wandw of NsWal l4mmn ft Boat of Wiseawn, Csetlssaadom ,mist dot yotu wptie sysism hear bmn aastataUead that se. arsons Country P6=biS t Zwdas Departwo withta 30 aiatys of on flaw yaar expiration dawea Yvan mri* aw s weataats an this then 1st tear aft o$ boa of w**9r 1mwM*dp. Uwe amla s ft owns*) oaks PmPah' dsso�ribsd aabeve, b► vbetao of a asrrwl,r deed nserelaat ih RaSisur atf Dasda O[!loe, Namtbdr of bed Wail _ SIGNATM 0 Ll A (S) DA o ** *Any Inbmnd n that Is misaapra aced rmy malt to tM nakmy permit bolus ""ked by the f " ft & iaft Doparpaamt. ■*i twlwde vAih this oppilowlon a rowdad wn mW tend tiros~ iba Wow of Dyads o&j" and a Copp► or Coronet autvoy mover if trtAe"" is made In dw warm► Hoed. Page 12 of 12 ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address) 2 Z l,� u 1 Vi= located at: .s,� ' /4, � O � /4, Section , Town 31 N, Range W, Town of - 5 7 - j +0 - 14 tP ii- , St. Croix County Wisconsin. Upon inspection, I cer tify P P that I have found the tank(s), to the best of m knowledge, will conform to the requirements of Comm. 84.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service l0 Dl� Did flow back occur from absorption system? Yes No (if no, skip next line.) Approximate volume or lengt of time: gallons minutes Tank Capacity: zon2 Construction: Prefab C ncrete ^ Steel Other Manufacturer (if known): Age of Tank (if known): Permit number (if known) 6�"4 -, � � /� - Z� ( Licensed P lumber Signature (Print Name) .1 C2?11411 (Title) (License Number) MP /MPRS zo oro (Dat Form to be completed by licensed plumber (Dept of Commerce Chapter 5 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 9/2008 SOIL EVALUATION REPORT #1641 "isin P A, I S Page l of 3 DqMftent of cmmeroe o accordance w ith C omm 85, urns Adm- Code S �-- Sol Testing, lnc- Division of Safety and Buildings Attach complete site plan on paper not less than 8% x 11 inches in sms- Plan must County Croix include. but not Gnited to- vertical and hor¢otntal reference Point 0". direction and pence 1 D percent slope, scale or dineesions, north arrow, and location and distance to nearest road. 1032- 90-000 r ) Please print all kdbrmation. R Date Personal k*rnufm You pwide may be ion Divaoy s -15 -04 (1) (m))- 7- Ply Owner Location Thrush, LLC Lot SE1/4, NW1/4, S8, T31N, R18W Property Owner's Mailing Address # Block # Subd Name or CSM# 774 Prairie Center' Drive She 1 brat 40 - 0 Acre Parcel City State IN ICE E City viage � � 7 Town New Road Eden Prairie I MN 55344 ° Star Prairie Thrush Dmre New C ons t ruc ti o n Lfte Residential I Number of bedrooms 3 Code derived design flow rate 450 GPD Z Replacernent Public or corm - Describe Parent maters Glacial till Flood plain elevation, if applicable bra ft. General conmhents and - Area is suitable for a mound system- system elevation is 98.88' based of conlotrrr fine established at 9821'- Depth to lirniting factor is 28 inches. Slope is 13%- a Boring # E li;# � Ground surface elev. 99.31 tt_ Depth to fruiting factor 35 in. Sol Application Rate Horizon Depth Domirnard Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Mu>sell Qu- Sz Cont. Color Gr. Sz Sh. 'EW ' 1 0-14 10yr3/2 none sit 2MW mvfr cw 2m,21F .6 1.0 2 14-22 10ym4 /4 noble S1 3msbk mvfr 9w 2m,2F .6 1.0 3 F22-35 10yr4/6 none Ifs lcsbk mfr gw 2f .5 1.0 4 7.5yr5/6 c2d 7 5 6 Ifs icsbk mfr gw .5 1.0 5 47 -58 7.5yr4/6 1� 6 W icsbk mfr is .2 .6 6 58-72 7.5yr4/6 � 7.5yr6/6 fS1 Om mfi - .2 .5 Boring # Bori9 Pit Ground surface eiev. 99.31 th Depth to finn'i'ng factor 30 in. Soil Application Rate Hcriaon Depth Dominant Color Redox Description Textue Structure Consislenice Boundary Rods GPDfiF in. Munsell Qu. Sz Cont. Color Gr. Sz Sh. 'am I 'EiFiY2 1 0-18 10yr3/2 none sit 2mgr mvfr cs 2m,2f .6 1.0 2 18-19 10yr3/4 none 91 2msbk mvfr 9w 2m,2f .6 1.0 3 19-30 7.5yr4/6 none 9161 2msbk mvfr 9W 2F .6 1.0 4 30-50 7.5yr6/3 � 2 6 grfsi lrrtsbk mfi gW .2 .6 5 50 5yr5/6 c2p 7 5 6 9151 icsbk mfi - .4 .7 ' Effluent #1 = B0D? 30 < 220 mglL and TSS >30 < 150 m9& ' Effluent #2 = B0D <30 mglL and TSS <30 mg& CST Name (Please Print) Signature- J CST Number Thomas J Sdunitt , 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 1115/2010 715-247-2941 SBD- 8330.(807/00) P Owner Thrush, LLC Parcel 4D # 038-1032.90 -000 Page 2 of 3 j j I,' j, Boring L_� �� # TL Pit Ground surface elev- 95.26 It. Depth to fmilin9 factor 28 in. S A ppication Rate Morison Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPD/fe in- Munsell Qu- Sz Cant Color Gr. Sz. Sh- 'E1 'EM 1 0-11 10yr3/2 none SI 2mgr ffwk CS 2m,2f . .6 1.0 2 11 -28 10yr4 /4 none A 2msbk ! mvfr i gw 2m,2f .6 1.0 3 28-38 7.5yr4/6 �5 6 vfsl lcsbk mfi j� gw 2f .2 .6 4 38-68 5Yr4/4 m2p 7.5yW 6 vfsl Om mfi — .2 .5 Boring j I I I l i I F 4 eor.ng # Ground surface elev. 98.66 ft Depth to initin9 factor 42 in. S Ap Rate Horiaon Depth Dominan Color Redox Description Texture Structure Consisteneel, Boundary Roots GPD/fe in. Kniseb Qu Sz. Cont Color Gr. Sz Sh. 7 .6 1 0-14 10yr3/3 none A 2rngr mvfr j 9w 2f ivf 1.0 2 14-18 10yr3 /4 � none A 2fsbk mfr �! 9w ivf 1.0 3 18-36 10yr4 /4 none sl 2msbk mvfr 9w .6 1.0 4 36-42 10yr4/4 m2d 7.5yr618 7.5yr6,/1 11i�i)k Fink 9W .4 .7 5 42 - 53 7.5yr4/6 7.5yrW6 vfsl lmsbk iT* CS .2 .6 m2p 7.5yrW6 6 53-74 5yr4/4 10yr6r2 vfsl Om mfi I! — .2 .5 F Boring � Pit Ground surface elev. ft Depth to fsniing factor in. Sol Application Rate Horimn Depth Dominant Color Redox Description Texture Structure Boundary Roots GPDIMF in. M ut ell Qu Sz Cont. Color Gr Sz Sh. - *Ettt2 i � I i � I it * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 <150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608- 264 -8777. SRD -8330 (P-07/00) Schmitt 5011 - Testing, Inc. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Thrash LLC Thomas J. Schmitt, CST 227429 Address: 775 Prairie Center Drive, Suite 160 1595 72nd St. City, State, Zip: Eden Prairie, MN 55344 New Richmond, WI 54017 Phone: 7��7 -'r Address: 2265 Thrush Drive signaw Lot No.: NA (40.0 acre Parcel) Date /l- S-,?� /o Legal Description: SE1 /4 NWi /4 S8 T31N R18W Backhoe Pit Township, County: Star Prairie, St. Croix County Bench Mark 1 El. 100.00' Top of 2" PVC pipe p Bench Mark 2 El. 99.10' Top of 2" PVC pipe Slope= 13 % Contour Line El. 98.21' Contour Line Length 80' L iNb i `, /9 PQop try L !n/E EL. 9� /�' 83 HoL N O �ry 01 i -Yt-Lb if u u �.� o LLE 5.5 al Q fi t n_ t 4 ty ( if �i 7 c i - r~ e , f'o" k � kAl A l l 1 a 'rt's a qrY. • 0 cn f o a j 3 0) c d r� ° m �1 m A d CD r . X_ = m O 0 0 O 0 Cl) d m C 0 W � '', • a ° o ww •C O• ° a a C ° m m 3 m 2 N N a CD a) 3 w W a 01 C 0 r w CD O O C O 7 n p n O fD m n CO p R O w --1 `° a) 3 a a o y CD 3 m 0 o o to N Ln y N C CD c� D y a w (D a v CL a aW, m oo ° IW 3 a o o O c a o '. 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U: 2769 P 553 State Bar of Wisconsin Form 2 -2003 WARRANTY DEED Document Number Document Name THIS DEED, made between Brian J. Vogel and Althea Toliver- Vogel, husband and wife ( "Grantor," whether one or more), and Thrush, LLC ( "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 Saint Croix County, State of Wisconsin ( "Property") (if more Name and Return Address space is needed, please attach addendum):�12���'�' The Southeast Quarter of the Northwest Quarter of Section.8s 31 North, '��j Fla�S1��Q e0fe Range 18 West, Town of Star Prairie, Saint Croix County, Wisconsin. Alid- 038- 1032.90 AND 038 - 1033 -10 Lot 1 of Certified Survey Map Number 169 recorded in Volume 1 of Certified Parcel Identification Number (PIN) Sury ey Maps, age 169 as Document Number 328791. Being apart of the Northeast Quarter of the Southwest Quarter of Section 8, Township 31 North, Range 18, Town This is not homestead property. of Star Prairie. A96wJA L R : Ex ception s to warranties CEAMN L. HALUPTZOK Subject to warranties: Subject to all easements, restrictions and covenants of record, NOtury Public-MIMESQIB Commisslon Expires 1/31/2006 VVVW AAAAMW Dated 2 -17 -2005 Brian J. Vogel and A ea Toliver - Vogel, husband and wife (SEAL) (SEAL) * * Bri J o (SEAL (SEAL) * * Althea Toliv -Vogel AUTHENTICATION l � V �ACKNOWLEDGMENT Signature(s) STATE OF Wi ) } ss. authenticated on Ramsey COUNTY ) * Personally came before me on 2 -17 -2005 , TITLE: MEMBER STATE BAR OF WISCONSIN the above -named Brian J. Vogel and Althea Toliver - Vogel, husband and wife (If not, authorized by Wis. Stat. § 706.06) to me known to be the person(s) who executed the foregoing st ument and ac o I dg the THIS INSTRUMENT DRAFTED BY: 'w PIO * Ceann L. Halu tzok Marvin Ripp Notary Public, State of Minnesota 3330 University Ave, Madison, WI 53705 My Commission (is permanent) (expires: 1 -31 -2006 ) (Signatures maybe authenticated or acknowledged. Both are not necessary.) NOTE: THIS 1S A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED O 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 ' Type name below signatures. 7 6 9 P 5 5 2 KATHLEEN H. WALSH REGISTER OF DEEDS Document Number Doc meat Tide ST. CROIX CO., MI RECEIVED FOR RECORD 03/23/2005 10:15AX MARRANI'Y DEED EXEMPT # REC FEE: 13.00 TRANS FEE: 1635.00 COPY FEE: CC FEE: PAGES: 2 Recording Area Nam Mf $earn Address 1235 Ohms lane Edina, MN '55439 ATTN• Recording Dept. 7 0 38- /03a --90 a'Q Dom- /0 Parcel Identification Number (PK This information must be completed by submitter: document title, name do return address. and PIN (f required). Other information such as the granting clauses, legal description, eze, may be placed on this first page of the document or may be placed on additional pages of the document. Note.- Use of this cover page adds one page to your document and $2.00 to the recording fee. A9sconsin Statutes. 59.517. NRDA 2196 TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE HEAD .CAPACITY CURVE EFFLUENT AND DEWATBW DEL 152 1 G W �� 53 MODEL 152 153 50 Feet Meters Gal. Liters Gal. Liters 53 5 1.5 69 261 77 291 t 10 3.1 61 231 70 265 12 152 15 4.6 53 201 61 231 20 6.1 44 167 52 197 30 25 7.6 34 129 42 t59 8 30 9.1 23 87 33 1 125 35 10.7 -- -- 22 85 20 40 12.2 -- -- 1.1 42 a 4 Lock Vohre: +38.0 Ft. (11.6m) 44.0 FL (13.4m) o>+aa 10 D 20 60 80 100 GALLONS 6 1/4 LITERS 0 S0 160 240 320 - 3 27/32 4 5 FLOW PER MINUTE 3 27/32 CONSULT FACTORY FOR SPECIAL" APPLICATIONS _ 4 • Tuned dsb otg panes avaIblM r ® 3 27/32 • EW alternators, for duplex sySim s, are avaNable and mgoed with an alarm. • VxWe lewd Gonad swkjm are walable for cantr mg single phase I • Double ftybadt vanWe Wd floc svidUm are available for vadable lewd"and smd eyde CM-U.d . ' • Sealed owllk4kx available for "ouldoa' imstgoadm. See M420. I • Over 130•F. (5VC.) special qu reitim 12 1 /8 1511953 Series inns! La00>3 S t Model votis Pb Mode $ 1/e N152 115 1 Non e5 1 2or3 BN152 115 1 Aub e5 bduded 2or3' E752 1 Nan 4.3 1 2or3 230 E152 230 1 Aub ' 4.3 Yeludad 2or3 115 1 Nm 10.5 1 2or3 Ni53 10.5 blaAded 2ar3 SELECTION GUIDE �. El 115 1 Awn 5.3 1 2 or 3 I. Single piggyback vadaW level W svvddk ordouble piggyback variaabla level fb� E153 230 1 Nat 2or3 eE 153 230 1 Aub svrNdl. ReW b FM0477• 2 Sao fM0712 for med model d ElOd" ANemaar E4 AN bobildl" d coetrate. p bcdm davte� end Wail sboWd be d one by • *NOW 3 Vadade level mad svrildi 10-0225 used as a con>tol ac5vaar, specBy duplex (3) ammal d Netec PMaod � or (4) t Na W anliomt Redder Cale pIEC� RESERVE POWERED DESIGN For unusual condibm a reserve Safety factor Ls engineered into the design of every Zoe Ner pump. MAX Ilk P.a"16W LoubftKy 40256017 AftWAadWW3d.. SLIIPTO: 3619 Cow Rum Road O . LouiseLlek KY 10211 -1961 ;�brrurrPul�ly S /.9.59 M 7/&2731. I pM 92"VW 1 tOrAhrww � PUMP !O. FAx(50?J7743Gt1 0 Copyright 2000 ZoeW Co. AN rights }eserved. a; Er f 3 3 v1 v T O Q 'S�i Z Z N Z ° < Z .Z1 y Z � cn O° 0 o o o co °^ v c 0 w ° °° o w • m a a a m C m a° m w CD w m m y W m q y r l �'. 00 N O N N a 3 w 3 r m CD to O ° o ° o S . S. m ° �. C1 o 3 m O 7 in c o p l\ w cn Z D g l U) Z CD co D �' a m co' D w a s CD CL c IW o o p l o W 3 O O ° m cn CL N y N .°r. a ° o o l o o 3 a @ f m 00 0 OOOm N• X c co N N o =r p y N A ° _ y 3 d T I N D D 0 ~' D D 0 °� a� v C< °. 0 -° O 3 Ql m -{ m N y y M 3 �. w to o v q�p 3 .2 @ 04 N. N Vq CD FD o to =+ m 0 3 3 0 (n'p X a O z= m �p m N o -43 a 3 � �m N 0 C Am'o :� � .'Z1 m N o C A 00 d a A 7 oo V Q ..7. p m °O w p C O Q OD CD CD - 0 0 m m a ` Z my w n 3 y_ OD < 0 (n O N Z .Z1 m� a �y m v A o �� co D c ( M M D D m I a� m o I � °= m y � y30 o a 3�� o a p w m a S. u y330 3in m fD E CD N CD w a H °.,7 m o 0 ° ° Am m 4 m CL uCi a to p m o m ° ° w °m a - ° •° < Z o M &0 0 $ o m o- rr M 0 n to m Q a m N I o M ° ti 00 m a ° I Aaa I 0 o b °p 0 O w A m m oq oe O 69 0 O O `' ~ O o a ° i I ST CROIX COUNTY PLA NNING &. ZONING October 18, 2010 Thrush LLC c/o Tom Barry 775 Prairie Center Drive, Suite 160 Eden Prairie, MN 55344 RE: Non - compliant Private On -site Wastewater Treatment System ( POWTS) Code Administra Parcel # 038 - 1032 -90 -000 - Computer #08.31.18.149 715 - 386 -4680 Land Information & Dear Mr. Barry: Planning I conducted an inspection for the repair of the effluent pipe from an existing septic tank on the 715 - 386 -4674 above property. The age of the existing tank and drain tile is unknown; there is a single line of Real Prop e perforated orangeburg tile bedded in gravel that has been used for wastewater 715 -3 677 treatment/dispersal, but our department has no permit records for the installation. A test pit was excavated at the end of the tile, next to a newer PVC observation pipe, and found that the Re cling seasonal high groundwater level is approximately 42 inches below grade. The bottom of the old - 386 -4675 tile line is at 34 inches below grade, which does not meet the requirement for separation between the infiltrative surface for wastewater and highest groundwater elevation per Comm 83.44. This aged system presents a safety and health hazard and is in violation of county ordinance Section 12.3.A. La permit requirements and Section 12.1.F.4.e discharge to waters of the state, as well as Dept. of Commerce code violations per Comm 83.41(3) and 83.26(2). The fee for the repair permit may be applied to the sanitary application fee for a replacement POWTS. This letter will serve as a first Notice of Violation per Section 12.1.F.4.d and is an order to replace the existing wastewater system with a code - compliant POWTS. You must contact a licensed master plumber to assist you with obtaining a permit for the replacement of the existing POWTS. Please contact me within ten (10) days of receipt of this letter with your plans for resolving this code violation. I can be reached at (715) 386 -4680 (8:00 A.M. to 5:00 P.M. weekdays). Your cooperation in resolving this issue in a timely manner would be greatly appreciated. Please feel free to contact me if you have questions regarding this order or on the procedure for replacement of the POWTS servicing this dwelling. Sincerely, Pamela Quinn POWTS Inspector #665054 Cc: Leroy Jansky, Dept. of Commerce Wastewater Specialist ST. CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARMICHAEL ROAD, HUDSON, WI 54016 715- 386 -4686 FAX PZ @CO. SAINT-CROIX. W1. US W W W. C O.SAI NT C R OIX. W L US To ar rairie John chmitt, MP# 223760 i I Sr CRO1X COUNTY GOVERNMENT CENTER 110 1 CARMICHAEL ROAD, HUDSON, W1 54016 715 -386 -4686 FAX PZOCO. SA(NT-CROIX, Wt. US W W W. C O. SAI NT-C R OI X. W WS Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Byilding Division INSPECTION REPORT Sanitary Permit N o: 153 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: Thrush LLC I Star Prairie, Town of 038 - 1032 -90 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: 08.31.18.149 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CA PA ITY STATION BS HI FS ELEV. Septic / Benchmark Dosing Alt. BM U/ Aeration G Bld Sewer 10 J Holding St! t Inlet � i • 5 � £ f��/�..� St/Ht O tlet y � Ll TANK SETBACK INFORMATION / y��. / 1 6L TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header /Man. Aeration Dist. Pipe _ Z J �' ►I Holding Bot. S ste Final Grade PUMP /SIPHON INFORMATION Demand St Cover Manufacturer � ) GPM (/ c� r Model Number TDH Lift Friction Loss System Head TDH Ft AQjJ , / w/ Forcemain Length Dia. Dist. to Well �4n J ee SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches r DIME IONS No. Of Pits a Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil 1 7a Yes 0 No Q Yes :N]o COMMENTS (Include code discrepencies, persons present, etc.) Inspection #11 0 /�J—//�Z, Inspection #2: Location: 2265 Thrush Drive Star Prairie, WI 54026 (SE 1/4 NW 1/4 8 T31� ) 40 ac s Lo \ / L P : 0831 18149 1.) Alt BM Description 2.) Bldg sewer length i - amount of cover Plan revis �iioal Yes No Use other side for informa SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. S r ya � � � 19 -v-O k4A 12 CP I ' C ounty S anitary P ermit A ST. CROIX COUNTY WISCONSIN In accord with Chapert 12 St. Croix Cou aIn PLANNING & ZONING DEPARTMENT Persona lm "on vide may be us for secondary purposes . CROIX COUNTY GOVERNMENT CENTER law. S. 15.04(1 m)] 1101 Carmichael Road Hudson, WI 54016 -7710 W (715)386 -4680 Fax(715)386 -4686 Attach complete plans for the system on r n in size. County Sanitary Permit # ❑ Check if rev i 1. D/5 Application Information - Please Print all Information Location: Property Owner Name _ 5 E 1!4 V Sec -T /-I 12V.5H L C O /Or P31412 P 31 N, R e E(or) Property Owner's Mailing Address Lot Number Block Number 775 oeI41 If C.C1U e 5 64 r�6r A� 0 City, State p Code Phone Numer bdivision Name or CSM Number C -0C N r 5!!; - 2 6 1 Q Type of ui ing: (chec one) ❑ Village iaTown of P9 1 or 2 Family Dwelling - No. of Bedrooms: Z _ r ❑ Public/Commercial (describe use): _ / IC K U l kh ❑ State -owned Nearest Road I. Type of Permit: (Check only one box on line A. Check box on line B if applicable) ZZ 1.1 Repair 13 Reconnection []Non- plumbing . ❑Rejuvenation Parcel Tax Number(s) © Sanitation 03 p -)o 3 Z -10 ©p f) B) Permit Number Date Issued 11 State Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) A✓a<.1 — q Non - pressurized In -ground ❑ Mound 2 24 in. suitable soil ❑ Mounds 24 in. suitable soil ❑ Mound A +0 ❑ Sand Filter ❑ Constructed Wetland ❑ Peat Filter ❑ Drip Line ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Other ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application Rate 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed (Gals. /day /sgft) (Min./inch) Elevation I. Tank Information Capaicty in Gallons Total # of Manufacturer Prefab Site Con- Steel Fiber- Plastic New Existing Gallons Tanks Concrete structed glass Tanks Tanks O /(9 UIVK IV 1 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 11. Responsibility Statement I, the undersigned, assume responsibility for repair / reconnenction /rejuvenation/installation of non - plumbing for the POWTS shown on the attached plans. A license is not required for terralift repair or the installation of non - plumbing sanitation system. Plumber's Name print) Plumber's " na re (no sta MP /MPRS No. Business Phone Number J cMN � 4 rn i t7 ;2-2 77 v 1 71,S - 76 0 • /rid lumpe A ddress 3,t trggt�Cityl� ate, Z�i1g III. County Use Only ,7 EOwner rov Sanitary Permit Fee Date Issu Issui ent Sig tur o sta ) Approved - Ini Adverse '7 7 � 6116 /Q ation 111 X. nditions of Approval /Reasons for Disapproval: ec. i 1 �+ a Sall ,�j61% �S Z 1 �J' � �tl,. �1 c I ti t'c>'f •�,� :c,+`„ o N, 5t.tb�.k.. , 5 ataa r'�4 � J v `P `E"C. ul 1D 1 L ip ( X7-¢.1 d 1.3 4 a.. U (1-ft Rev: 8/05 10/12/2010 10:34 FAX 952 941 7999 HOFF BARRY K02AR [a002/002 } ,F KATE/VHA PHONE NO, : 7152474637 Oct. 12 2016 Oe.43AM P2 ST. CROM COUNTY SEP 1'4C` "CAN1CMAlt;'1'ENANCF. AGR>r:13MENT AND DVdNERSHip CEPTIFICATION FORM Ovwnrr/Ruyer Mailing AddM9 VCb � , 4 y' fu.J 777 1 Propam Addtte�s u' / �,e l d �,Varifioatiett required lfom Piatmias & yoning Departmat+t !br new oonstes�ctlo:r•? City /Std p ldeettillc`atiott Nuttiber Pmperb Laaation '/. %a , Sea, , T :JL RW, Town o1. =.—' Lot #�. SgbdIvISI tt Plat:— •, Car 0111 San►ey Map #�..../�►�� .:� . Volume 6 Pop # Cbdbio 2!0o7)Val�uma 2 p # Spa house C3 yes tjysta Lot iii ldeati$ able wfy0r fl po ImPMW tap and matntsasooe o f your septle system w Ad =At Is its pats duff tiailum 10 handle W"as' proPm u Put WO oottsists of PMPkW oed the septic tank every 6" YM, at sooner, if needed, at� Owner �- WIN a the system an ei's a the iitnadon of dlw 5@00 teak as 0 trsaMot opt Md itery s temi�aa n4Ponsibilitiss we speoitiad in ¢Comm• 83.32(1) and in Cheptrr Ord 71+e propadi+ owner as u1 inbrnft w St. CML-4 County Planalns & Zoning Dap motet a aartltlaatiop Forst. signed by the owow sod by a mseW piwnaer, yaorrwyn= piumbar, collided plonbst or a llneased pumper vedf�las that (1) *A on -site wuwwu* 44posal WgWm is In proper opcnging condidan t WO( (2) La' iespeotloll ad PnaapivS (K naceatary), dw septic umk is feet then 113 tall of atudse. Lw . the pdorelsood be" Paid tho ebev* raquivmUts red Wee to maiatt a do povas W*wp disposal sYsmm with the standards wt &rtk, herein, as set by dw Depart of Comtnereb sad the D�umt of Natural RasouwM $WW of Wiseoesin, CettIfte w atm&g that Mt septk system has bent+ maintaln d mus be aomgk0d and retwned to the St. Grote County planning do Zot$as t)ep&nmwt wtWa 3e days of dw lrva a year O" i VWC o rt* that all atstgggon% ott this farm are trac to tam bast Of my /Our kaowlbdp, t/we aWsre the owls) otlhe p rop" deenAW shave, by vinva of a werrtoty deal rearded in Regletvr of Deeds O('Ace, Natabw of bWabpkg6 51i3NA Q pPLICANT(S) VAT ***Any inkimation that is roterapraeested may result to the tanimry pwmk being revoked W the planning & Zooltdt D�ponment. taeiuds YA%b this spplioafon a r000++ded warranty dood $min the Regiose of Wads 09800 and a Copy Of the oardf! d survey map if ,*%rwoa is made In dve wwonty dad, � v, o�tari ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to cert ify that I have inspected the existing septic and/or dose tank presently serving the following residence: (Street address) 2 Z ( S �� u S h� d1 r l V� located at: SG '/4, P it) ' /4, Section 8 , Town 3 / N, Range _ W, Town of % �Fr2 Puff �� ii= , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of Comm. 84.25, and it (they) appear(s) to be functioning properly. // -7 -7 Most recent date of inspection or service /�9 Did flow back occur from absorption system? Yes No (if no, skip next line.) Approximate volume or lengt of time: gallons minutes Tank Capacity: Construction: Prefab C ncrete Steel Other Manufacturer (if known): Age of Tank (if known):. Permit number (if known) ( Licensed Plumber Signature (Print Name) (Title) (License Number) MP/MPRS (Dat Form to be completed by licensed plumber (Dept of Commerce Chapter 5 and s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 9/2008 T �+ Septic System J ohn S chmitt l ltt ✓ Design Septic System Services V Evaluations " Maintenance 86 616 150' Ave. Cell Phone: 715- 760 -04 Somerset, WI 54025 Fax: 715 - 2474857 Email: 's a ' chmitt@somtel.net October 14, 2010, On October 12, 2010 the septic system at 2265 Thrush Drive appeared to be functioning properly except for a missing outgoing baffle. There was no evidence of any discharge to the ground or to ground water in the vicinity of the septic tank or the drain field. The drain field appeared to be a rock and perforated pipe trench approximately 50' in length. The drain field is probably under sized and possibly damaged by the missing baffle. / John Schmitt MPRS #223760 I I i ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER \� 1101 Carmichael Road Aw N -- Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 April 13, 2004 Mr. Brian Vogel 1705 Victoria Road Mendota Heights, MN 55118 RE: Notice of St. Croix County Ordinance Violation - Zoning Ordinance Location: 2265 Thrush Drive, Star Prairie, WI 54026 Computer #: 038 - 1032 -90 -000 Parcel #: 08.31.18.149 Dear Mr. Vogel: It has been brought to my attention that you are in violation of section 15.04 of the St. Croix County Zoning Ordinance, section 254.59(2) Wisconsin Statutes, and COMM 83.32(1) Wisconsin Administrative Code. The septic system located on the property listed above has been installed improperly and without the proper permits. At an on -site inspection on March 25, 2004, staff observed new observation pipes and caps, which are not code compliant. To abate this matter, you must do the following: 1) Have a licensed plumber inspect the system no later than May 15, 2004; and 2) Obtain the proper permits for the system. Please be advised that any repairs made to a system require a permit. I have enclosed a list of plumbers for your convenience. Please contact me if you have any questions. Thank you. Sincerely, Jenne er =ent Zoning Technician Enclosure r I Owner: Vogel, Brian Computer #: 038 - 1032 -90 -000 Address: 1705 Victoria Road Parcel #: 08.31.18.149 Mendota Heights, MN 55120 Municipality: Star Prairie, Town of Address: 2265 Thrush Drive Star Prairie, WI 54026 0312412004 1 Jenn Emmerich I received a complaint that Earl Schwan installed a septic system by himself without a permit last summer or the summer before. He has recently sold the house to Brian Vogel. I want to conduct an inspection to find out what is at the site. 0312512004 UNKNOWN, UNKNOWN DO NOT CHANGE Jenn Emmerich Pam and I conducted an inspection and saw the observation pipes were new. I will send Vogel a letter. 1012012004 UNKNOWN, UNKNOWN DO NOT CHANGE Jenn Emmerich I talked to Alex about this file. The owners are in the process of subdividing the property and the house does not meet the new road setbacks. Because of this, they will have to move the house and if they choose to continue to use the septic, they will have to apply for a reconnection permit. At which time, a plumber would inspect the system and see that a licensed plumber did not put in the new system. i i 0 co ° O ° co O i c N° A N c r CD m n a ': 4 p cn Z Z N Z O G cn ?� - 0 . y Z fn O O N CD 3' a a m m l m 3' °' = c CD w s m w o, • 3 c _ ►* CD o°i cD cu N W w c. m N N °' 3 3 N N O. O j �• N r fD (O n 0 CD -0 0 O O c CD n N ° C M (D O 3 O. O. 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CROIX COUNTY SURVEYOR'S RECORD j CERTIFIED SURVEY MAP Page I of 2 A PART OF THE NEI /4 OF THE NWI /4 OF SECTION 8, TOWNSHIP 31 NORTH, RANGE 18 WEST, FOURTH PRINCIPAL MERIDIAN. TOWN OF STAR PRAIRIE, ST. CROIX COUNTY, WISCONSIN 0 100 200 300 400 FEET NW Car. NORTH LINE OF THE NORTHWEST QUARTER Sec. 13 !Recorded as test,) N.8B'39'48'W. NW Car. N.88 "39'46'W. 1264.73' NEI /4 - NWI /4 N 1/4 Car. 1264 73' I Owner: Russell Strohbeen 0� 2' Unplotted Londs Owned By Platte , FILED -------------------- _ -- - JUN 0 7 200 Do KATHLEEN H.1VfALSH I Register of Deeds 1 z I QI SL Croix Co, WI `Z . C 1 � � � N.88 27 a'2'1✓. ti Q) I � � � � � 384.49' I m = I z o o 1 o ❑ IS I `y 146 J co ry I w + outlot 1 lip' -' ' v l 3 I t 166,722 Sq. Ft. °- I O N 1 1 \n 3.82 Acres m 1 - v I 1 \� C1 1 � � -01 I J ! \m Book_ 542 3 I - 01 \'Si 1 � � Pale_ 259 ,� , o l 1 0 Document No. 335237 N 1 1 �- \� ------------ p I C2 v CURVE DATA 2 —j I w Curve No. C1 C2 ( E 33 \ 5 N Radius 641.07 707.07 1 N \ \ ? Central Angle 24 0 47'00" 7 0 12'34" Q) I a \\ Chord Bearing S.12 0 21'19 "E. N.21 008'32 "W. +- O ■ , t lot 2 Chord Length 275.14 88.91 u ,� N \ � Arc Length 277.30 88.97 I \� Tangent In S.00 0 02'11 "W. N.24 0 44'49 "W. o- 1 7,770 Sq. Ft. o A \ \ Tangent Out S.24 0 44'49 "E. N.17 0 32'15 "W. C 1 0.18 Acres c \ \\ G I 8453' 73 62' t0 25 . SW Corner of the S.88\2 '22E 41750' NEI /4 - NWI /4 APPR VE SOUTH LINE NEI /4 - NWI /4, SECTION 8 ST. CROIX COUNTY CENTERLINE OF EXISTING ROAD L Planning Zoning and Parks Committee � � JUN 0 7 2000 Unplotted La ds O ned Earl Schwan Y ---------------------------- If not recorded within 30 days of approval date approval shall be null and void LOCATION INDEX LEGEND Found county monument with aluminum cop Sec. 8 o Set I � in. X 24 in. iron pipe weighing 1.50 lbs. per linear foot -x- Existing fence line _ 00 * Bearings ore referenced to the north line of the NWI /4 of of Section 8, assumed to bear N.88 °3948 "W. This instrument was drafted by Gory Kratz. VOL. 14 PAGE 3868 r 112 Si 1 _ TO 0 SCA LE IN FEET 200 100' 200' 300' 400' 500' 473.28 _ 2529.22 509.63 i l OR. ° J 147A finc) All o 1476 . el 1 CSM 19 -4863 1470 A/ L 114 PV YY 114 509 (33 NW 1 /4 -NW 1/4 1 r14fi' 4 1�. 1 I 384.49 147D 1 OU TLOT C. S. M. 14/3868 I 146 B 259.35' h:. VA /V w 114 l �$ SE.4 — NW J/4 b 148 149, , P I{ }