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028-1009-20-200
OMO iron d (1 o C CD A BCD O A C-- O O 0 $ A T. cn Z N (n o w G IV _ 0.4 N CD a y C,3 N N aD C7 CD O CO ` 1 3 N G 7 N 7 �l C CD O N d D' 3 v N A •1 O 3 Q N G3 O O r O C co 3 0 0 aD ', 0 a D Z D C o �° m ca N a � :3 co 3 a O w .. O CD co o°o m CL CD O 0 r N 3 T t� z O O O o �• o 0 N o N D v� o 0 = C v v ID `DD CD v N N 3 ? `� Z N CL .. O O D D o (D C: O c �� 0 W �p O Z CD co SL z (D p 7 Q. N 7 0. (A — W oDM m� CD CD Z C 3 ? O ' co - y m -a Z CD A N v (D a d CD O tU L V o a O C7 CD N N N 0 n � A Q I � A co C � A O N 7 W N N Cb a M o b A N CD Op W 69 0 •+ N Parcel #: 028 - 1009 -20 -200 01/23/2006 04:20 PM PAGE 1 OF 1 Alt. Parcel #: 3.28.17.48A -20 028 - TOWN OF RUSH RIVER Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner GARY W & BARBARA A JOHNSON O - JOHNSON, GARY W & BARBARA A 1769 HALE AVE N OAKDALE MN 55128 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description " 518 190TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 2.800 Plat: 4445 -CSM 17 -4445 SEC 3 T28N R1 7W PT SE SE CSM 17 -4445 LOT Block/Condo Bldg: LOT 02 2 (2.80 AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 03- 28N -17W SE SE Notes: Parcel History: Date Doc # Vol /Page Type 08/19/2005 803904 2870/423 QC 02/19/2003 710377 2147/334 WD 01/16/2003 706131 17/4445 CSM 07/23/1997 766/39 more 2005 SUMMARY Bill M Fair Market Value: Assessed with: 82727 5,000 Valuations: Last Changed: 09/02/2005 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 2.800 4,900 0 4,900 NO 05 Totals for 2005: General Property 2.800 4,900 0 4,900 Woodland 0.000 0 0 Totals for 2004: General Property 2.800 1,000 0 1,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No 463342 0 GENERAL INFORMATION y (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: Johnson, Glen Rush River, Town of 028 - 1009 -20 -200 CST BM Elev: Insp. BM Elev: BM I Description: Section /Town /Range/ W) M 1 GS 35. .17.48A20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Z, 35 q Dosing Alt. BM 3, l Aemben- Bldg. Sewer 37. 7 NOV F' f a� �o b• Holding SUHt Inlet - TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ( / ,1 /— 23 ► 23' Dt Bottom to /V r iG.°e 721. r3 Dosing o, '73 r Z 3 r _� Header /Man. • 1f I Q 3`244 Aeration Dist. Pipe ( � , Z ", 7 Holding Bot. System 5. oea C?Z . co PUMP /SIPHON INFORMATION Final Grade "T Manufacturer Demand St Cove �, Is, U� GPM v Model Number A-f ) ' /� Z�, 7 Co J J �. 1 C? / • 5 s /, . 0a, TDH Lift Friction Loss Sy Head TDH Ft 1 4 21,1 3.�Z .S !, c* Forcemain Length Dia. Dist. to Well $ Z SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Tr the PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS i / � s SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: .� INFORMATION CHAMBER OR TypeOf ,S�y�ste : r� J 2 UNIT Model Number DISTRIBUTION SYSTEM Header /Manifold 7 // IDistribution r tr x Hole Size f x Hole Spacing / Veryt to Air Intake Z / L Pipes) / 1 4 Z 1 2 N om, �, 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 l Bed/Trench Edges To soil / r ('04 g p 1 ) s No 1 Tes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: I q / Oj �, Ilnpection #2: / / Location: 518 190th Av ue Baldwin, WI 54002 (SE 1/4 SE 1/4 35 T28N R17W) NA Lot /2 II Parcel No: 35.28.17.48A20 1.) Alt BM Description = J c hi w 2.) Bldg sewer length = Z3 - amount of cover = , / Plan revision Required? I Yes _ N0 Use other side for additional information. Date Insepctor's Sig ture Cert. No SBD -6710 (R.3/97) Safety and Buildings Division -ter Cou*y AW 201 W. Washington Ave., P. St. Croix N visconsin Madison, WI � o- Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 2 6 -315 z4b 3 342 :'Y State PI I.D. Number Sanitary Permi DuC E ' 1,113324 )b Adm. In accord with Comm 83.2 1, Wis. Ad ovide " ,J'' � C�� ess dill than mailing address) may be used for secondary purposes Privacy =� ` , .,, L Application Information - Please Print All Information ' �. --� " 518 190 ve. S �R Property Owner's Name Parcel # Lot # Block # 028- 1009 -20 2 Na Gary Johnson 4`6 A- 20 Property Owner's Mailing Address Property Location 51769 Hale Ave. North Gov't lot . SEA, SE'�i. S ecti 3s , City, State Zip Code Phone Number (circle one) Oakdale, MN 5512 (651) 739 -2531 T 28 N; R 17 E or W IL Type of Building (check all that apply) - l El or 2 Family Dwelling —Number of Bedrooms 2 S rug , ��ya, �' o r / S — Ito ❑ Publ / Commercial — Describe Use SM Vol. 17, P . 4445 ❑ State Owned — Describe Use iS ❑City ❑village INTowuship of Rush River III- Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B • 11 Permit Renewal ❑Permit Revision ❑Change of 11 Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner / IV. Type of POWTS System Check all that apply) 7s 1 2- 0 El Non — Pressurized In- Ground i+� Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil At-Grade ❑ Single Pass Sand Filter ❑ constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: - Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (at) Dispersal Area Proposed (sf) System Elevation 300 gpd 1.0gpd/sq.ft ASTM C -33 sand 300.00 sq ft 300.00 sq ft EISA 92.00' @ 12" above 91.00' contour 0.4 ssq.ft native it VL Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank 1,000 1,000 1 Wieser Concrete X Aerobic Treatment Unit Dosing Chamber 500 500 1 Combination SVPC X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plaits. Plumber's Name (Print) Signs a MP/MPRS Number Business Phone Number Mike McDonell .r- ` MP #225036 (612)865 -1927 Plumber's Address (Street, City, State, Z ode) 1070 Hunter Ridge Road, Hudson, W1 54016 VIII. Coun /De artment Use Onl Sanitary Permit Fee (includes Groundwater Date Issued L ing ent Signature o Stamps) Approved ❑ -__.._ ._ Surcharge Fee) 42S� -/_ ❑ ven Reason for Denial 1 l) IX. Conditions Approv SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size r 70 r Mle SAL .p/i o{5fee! 1 Ce�ZST �. G2' Proposed n�lo� -b► a� /8.�s��x9.2.�s'�v �'x 7s'd,s�1r,/ecJ /. Ti,�o(�,��at�rtitls 73 3 or• 'us o � ' 82 ' fir/ abju.&4 - - - - • Loca.�ed�pro,0el6�. P,Ibh'b;-ted O,s nc .4 elca Sta�'C 2; C.SM I7� Scc. 3, Tn. off' �P�s� ,e - rtr System 4_ /�. b• TP off' ,2 "5 • CFO Pa e. 4re wiain . h Pro�Cbsed u.2estr �.'o.►c/'e.� w�P J dGU�loa� /►1,Q �.ernbina {ie» �-o posed S Qw e/i -- - -- - - - P- oPivscd Proposed Proposed ?wit driVe� Q�nt�L p C M 1,90 41t Safety and Buildings ' commerce.wi. OV 4003 N KINNEY COULEE RD g LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.wisconsin.go isco sin.go Department of Commerce isconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary February 25, 2005 CUST ID No.225036 ATTN.• POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE A.C.E. SOIL & SITE EVALUATIONS LLC ST CROIX COUNTY SPIA 1070 HUNTER RIDGE RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/25/2007 Identification Numbers Transaction ID No. 1113324 SITE: Site ID No. 695236 Gary Johnson Please refer to both identification numbers, 518 190th Street above, in all correspondence with the agency, Town of Rush River St Croix Cou SE1/4, SE1 /4 S3, 28N, R17W FOR: Description: Proposed Two Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1006111 Maintenance required; 300 GPD Flow rate; 24 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual - Version 2.0, SBD- 10706 -P (N.01 /01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in 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, stars. 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 approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD- 10691- P(N.O1 /O1). • The pressure network is to be constructed in accordance with publications SBD- 10706- P(NO1 /01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/8 1)". • 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. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • 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. P.O.W .T S. Conditionally APPROVED DEPARTMENT OF COMMERCE DIVISION Of SAFETY AN[) Rim nw�� MICHAEL P MC DONELL Page 2 2/25/2005 • Comm 83.22(7) - A copy of the approved plans specifications and this letter shall be on -site durine construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities: r • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) - 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. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • 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. In granting this approval the Division of Safety & Buildings 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART'code; 7633 cc: James K Thompson, A.C.E. Soil and Site Evaluations (Plans Mailed To) Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 F MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential ApplicationF �s INDEX AND TITLE PAGE d`ff s Project Name: Gary Johnson 3- Bedroom residential mound Owner's Name: Gary Johnson Owner's Address: 1769 Hale Ave. North Oakdale, MN 55128 Parcel Address: Pending Legal Description: SE1 /4 SE1 /4, Sec. 35, T.28N., R. 17 W. Township: Rush River County: St.Croix Subdivision Name: CSM Vol. 17, Pg. 4445 Lot Number: 2 Block Number: Parcel I.D. Number: Pending Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Soil Evaluation Report Designer: Mike McDonell License Number: 225036 Date: 02121/05 Phone Number: (612)8656 -1927 Signature: &L-L-W Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 4.01 (R. 09/04) .Page -1, of 9 SEE CORRE ONDENCE i Mound and Pressure Distribution Component Design Design Worksheet Site I nformation (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a _200.00 Estimated Wastewater Flow (gpd) Table 83-44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of <= 36 inches. 300.00 Design Flow (gpd) 5.00 Site Slope ( %) 92.00 Contour Line Elevation (ft) 24.00i Depth to Limiting Factor (in) 0.401 In -situ Soil Application Rate (gpd /ft _ Dist Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 4.00 Cell Width (ft) 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 i Y Pressure Disribution Information network? Enter Y or N (c or e) - el Center or End Manifold 2.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. 0 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 5.00 ft /orifice 2 Forcemain Diameter (in) 23 0.001 Forcemain Length (ft) Does the forcemain drain back? ^ Y _ 77.00 Pump Tank Elevation (ft) Enter Y or N f 6.50 System Head (ft) x 1.3 37.52 Forcemain Drainback (gal) C� 15.50 Vertical Lift (ft) 46.75 5x Void Volume (gal) 3.11 Friction Loss (ft) 84.27 Minimum Dose Volume (gal) 25.11 Total Dynamic Head (ft) 24.72 System Demand (gpm) 2 Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x x 1.00 1.50 x 1.25 x x 2.00 1.50 x 3.00 I 2.00 x 3.00 x Ga / Calculator (optional) Treatment Tank Information 501.84 j Total Tank Capacity (gal) 1000 00, Septic Tank Capacity (gal) 51.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 9.84 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 9.8ank Volume (gal /in) A100 Filter Manufacturer 41. 501.84 Dose Tank Capacity (gal) Zabel . Dose Tank ;Filter Model Number Wieser Concrete Manufacturer Project: Gary Johnson 3- Bedroom residential mound Page 2 of 9 Mound Plan View . .•.•. 1/10 B •'•'•'•'•'•"• "• "•'•'• "•'•'' "' "• "•..•.•.•.•. •. .:::�•:•• J Observation Pipe K.. O Q A W F _ ... ......... ... .................... ........ .. ... .. I L! . 11-1� . . . . . . . - . —,�— L Mound Component Dimensions A 4.00 ft E 14.40 in H Eilft ft K 8.61 ft B 75.00 ft F 9425 in z ft L 92.23 ft D 12.00 i n G 0.50 ft J ft W 18.64 300.00 (ft Dispersal Cell Area 954.04 (ft) Basal Area Available 4.00 (gpd /ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 94.77 (ft) G ♦ H F Dispersal Cell 93.50 (ft) La teral 93.00 (ft) — Invert Dispersal Cell 1 Elevation E D , ®. } �- 0 ft) Contour Elevation 5.0 % Site Slope Geotextile Fabric Shading Key T Dispersal Cell See lateral details on Q M Topsoil Cap c 1.5 ft 77 Page 4 for number, size, F " "' Subsoil Cap c S and spacing of laterals. © ASTM C33 Sand Laterals are equally FAI 0 Tilled Layer C i W 0.5 ft ` Typical Lateral F spaced from the ❑5 0 Aggregate v o 5[] distribution cell's 0 A centerline in the distribution cell (Ax8). Project: Gary Johnson 3- Bedroom residential mound Page 3 of 9 End Connection Lateral Layout Diagram Laterals centered over the A &B dimension ♦= Turn-up wfballvalveorcleanoutplug =Forcemain P cal I<- X —4I Holes drilled on the bottom of the lateral S equally spaced ction via tee or cross to manifold at any point. Laterals & force main of PVC Sch 40 (per COMM Table 84.30.5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 73.37 ft Orifices per Lateral 30 Lateral Spacing (S) 2.00 ft Orifice Density 5.00 ft /orifice Lateral Flow Rate 12.36 gpm Manifold Length 2.00 ft System Flow Rate 24.72 gpm Manifold Diameter 1.25 in Total Dynamic Head 25.11 ft Forcemain Velocity 2.52 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and 1 Comm 16.28 WAC — 4 in. min. Disconnect _ y Tank component is properly vented -E Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacityl 501.84 Gallons Volume 9.84 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 28.44 279.81 C B 2.00 19.68 Pump off levation (ft) C 8.56 84.27 78.00 D 12.00 118.08 D Total 51.00[ 1.00 501.84 Do se tank elevation (ft) 3' Bedding uniTer tank. 77.00 Alarm Manuafacturer LevelArm Alarm Model Number' DLV Pump Manufacturer Zoeller Pump Model Number N140 Pump Must Deliver 1 24.72 gpm at 25.11 ft TDH Project: Gary Johnson 3- Bedroom residential mound Page 4 of 9 Mound S stem Maintenance and Operation Specifications v a a Service Provider's Name Jim Thompson, Credential #30021 Phone (715) 248 -7767; POWTS Regulator's Name St. Croix County Zoning Phone (715) 386 -4680 System Flow and Load Parameters Design Flow - Peak 300 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 200 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 300 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 monthl Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years_ 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 see-.09,999000. Grade \ , . 0.0.0.0..... rl 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: Gary Johnson 3- Bedroom residential mound Page 5 of 9 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) and SSWMP Publication 9.6 (01/81)] 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 fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter 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 shall 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 BOD5, 30 mg/L TSS, 10 mg/L FOG, and 10 cfu /100 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. Project: Gary Johnson 3- Bedroom residential mound Page 6 of 9 HEADICAPACITY CURVE EFFLUENT & DEW ATERING TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE 53 -55 - 5F.BIES_. f4 - _37,Si. _ ,_.1]Z - 149//110 ._ 5 ., 51. >M. Gfi I S 6 al 106 al 1 I Gal, Urs Gal Lai j Gal. Urs Gal, Lba G+I. Lln. Gal. U2S. Gal, LM. Gal. LM. Gal, Lhs. Gal LIR. Gal. Las j -� _ -- 93 35I 9r 354 106 401 6 1 IN 61 231 Sd 230 155 $87 155 Sal tS 170 5 � 10 3.0$ 17.2 56 _ 23 67 14 61 31 79 4 _ 2 ,300 90 1 178 34 100 61 231 61 T31 58 220 143 $66 151 772 45 1 _ - -_- -- �-� _ - - 142 11 t5 179 :. i 1 _ 11_ -_79 - 4 �..__M -4 64._ 2 421 _�,3_ 1 1 20 kill 25 9 J -_ -. -, y- 15_ -_ 9b 76_136 77 276 82 310 59 223 60 21r Sd 2I0 136 a/5 110 (30 IS '701 25 7.62 _ 3 SO 61 238 71 290 57 216 59 223 Sd 220 128 111 133 507 45 170 9 30 .14 53 201 65 216 55 206 Sd 220 90 340 58 220 121 471 127 481 4S 170 40 12.19 30 114 -0 174 46 .172 55 206 75 283 58 220 1 105 397 114 431 45 1_ 0 o_ 50 1$24 I 21 30 33 125 51 191 58 219 54 220 90 341 100 379 45 170 60 1819 15 57 43 36 136 58 220 71 281 35 32 45 170 . 70 21.34 139 114 10 38 52 197 51 193 70 265 45 170 80 _14.38 14 $3 45 170 38 /06 st 101 45 171 �.: 90 n.43 32 IN 2 8 37 140 45 170 { -- . 100 30.49 18 611 21 79 M 171 i I 1 I 110 3209 - -- 7 26 a 30 30 '114 130 _ 39.6] _.. �_. _ L___ 10 36 1'. Lock Valve I1.1' 21' 1925 27 26 ? 46' 56' 66' 87' 73' 115' 91' 117 13T " 1 WARNING: Model 185/4185 should not be subjected to less than 30 feet TDH. NOTE: For Head Capacity on Model 112, Industrial column- explosion proof pump, see FMO219. 00992_ 4�81 I I /,U 400 n60 Sbo nnJ 1 )W H MINV =I WARNING: Model 293/4293 should not be subjected to less than 15 feet TDH. SEWAGE & DEWATERING TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE SER _ 26 2_ _ _ 267 2 6 8 27014270 28214282 28M4284 292/4292 2931429 29414294 295/429540511405 75 -" -�- FT. M. Gal. Las Ga 1. Ltrs Gal. Ltrs FGa 1. Ltrs Gal. Urs Gal. Ltrf Gal. U». Gal ll Gal Ltrs. Gal Ltm Gal. Urs Gal. Lim 0 _ __ _ _ -� __ 5 1.5 90 341 12 8 484' 12 8 484 8 464 132 .500 130 492 180 £681 133 503 196 742 225 652 361 1360 20 10 3.05 60 227 89 337 _89 337 89 337 101.312 95 360 158 598 116 439 181 668 205 TM 326 1234 --1 ..�._ - -_ --- _ - -- 15 4.67 22.5 85 50 189 S O 189 50 189 77 2911 61 2M 135 100 378 130 492 165 626 185 700 284 1076 15 - -- - 20 6.10 10 38 10 38 10 34 56 212 33 125 106 401 83 322 119 4$0 150 861 168 636 241 612 55- - - - 25 7.82 - - - - _ _ 35 132 S 19 76 288 66 250 106 401 136 S9S 153 6 197 745 l 6 T ~ 30 9.19 43 163 46 174 90 34B 121 496 140 S]0 80 1 ]4 307 _- - - 40 12.19 _ _ _ _ 50 188 94 366 115 435 14 4- -_T 13 T26 89 337 --- - -,- _ 60 1 8,291 49 59 223 _ _ _ 70 21_34 25 95 10 Lock Valve 18' 21.5' T7.5' 21.5' 29' 26' 35' 39' 50' 62' 7T 37.5' -- 293, B 4293 t ez, 7 .2821 42'0 i 15 4 t - 2, 110 207 .208 2 262 2281 294 2B3 s405 -- - US. GALLOeF_ t3 20 30 1 40 50 F0'� 70 80 90 100 110 120 130 140 50 180 701801 200 21 TT9 TJO 240 250 200 L S"Gluw- 270 80 290 310 3 0 330 350 370 380 13dO 400 10 80 1ti0 2,0 320 400 480 500 640 720 500 880 980 1040 1120 1200 1210 1300 1440 1520 009904 110W PER MINUTE P� . 7oO HEAD /CAPACITY CURVE —� , 53/5 —�— 137 — 46 — HEAD CAPACITY -. -- j MODEL 42 4 1 72 76 98 1 ' 52 15 57/59 li 139 4140 F,.1 ,r.,, G. G EI.;, I., G11 6a CURVE i �S y � 5 5 ] I� ] ( 63 X 50 r 11 r 50 89 77 21J 93 352 91 316 69 I 261 11 t� f0 1 . 25 9 ] I 129114 0 51 61 2Jf ]9 299 B J16 61 2JI ]0 SUMP 1 EFFLUENT 15 EE 1 23 51 1 r 12 1 l ] )0 2.2 26 288 5J 20 61 !' 7 16 -� � — _.- - -; B �30 59 223 34 129 1, 159 MODELS — 30 -- - -- -- ' 49 185 1] I B] 3] 25 2 2 — 3/8 ", 1/2" & 3/4 �- -- -- - -- -- �e + -- -- SOLIDS PASSING 60 CAPACITY - 1- "�— 13C 39 - � _ 2JI I - I � (58m) 1911. (5 em) 9]It. (5 9m) Itlr1. is 5,,) 25it. (]6m) L (].Om)� 2 .6It. . ( ]. 9 m) (II.Om) J36" 1 11.6 )I.. t. ( ].4m)'i 165 _ '86 8" a161 4163 416 4185 4186 1 . 4'1 - ' w J19 6f 23 1 6 1 23� SB 72ca5 — y . .. -- t — > -- - f - - - * -- 1 w sac 9} ]57 61 2]1 61 23 -- -- SB 220 .__ .. es 52a so 227 23 -- � -56 220 u. I sot i v - 19 299 59 223 60 1 227 -- -- 58 20 :28 489 1 31 .y - - 0 165 i6 ' 216 59 22 1 M 220 121 162 62 1 235 55 206 Se 2C B� 322 58 210 6 r 539 20 S� 5 I]0 55 .Of o 1 1 56 1 210 0 39 1 009 3 20 76 3] 115 50 189 5' 193 i L 5 57 39 6 1 31 21 1 SB 21C 265 6 ] " 10 1, 15 1 1 26 106 - — _ 31 117 2 a l 3 2S 5611 ill 1m116 6ff (201 -) 8911 2F.m 7311 t 2 31 )1.11 i] ' ., W Model 18514185 should not be sub)ecled _ to less than 30 feet TDH. - - _ NOTE: For Head Capacity on Model 112, Industrial column .Z �S �� �- y explosion proof pump, see FMO219. _.. C7 z _ SEWAGE AND — „r DEWATERING a5 —. — — B � 56 - - HEAD CAPACITY CURVE SEWAGE MODELS 2" SOLIDS PASSING CAPACITY F u, CAUTION Model 293/4293 eeted to less than 15 feet TDH a PER r.l Nut Copyright 2001 Zoeller Co All rights reserved 5 0�5. ? 0; 9 70'!' A.XC IPle -5 4" .p/► Sca/ c(.{�/aa � � t� . ✓1 j �fp�.co'r� t tSoP Od e! �y,ce�bS� _`�. z G2, Proposed rylo�.id aE 16.6s I/ Ar 7 o(,'s �,/ C, //, Tw0 Gz, Iafe,-x/s a t JsY"x 73 37'�^Y %y'�or, 'u sSp4cf,./ 8z at Sow e�la,/ua av� II Proh.br�ed rbaace Ae Q.3 106 1, CSnn 6e-L. 3 , 7-, 1 . off' �P�s�,e ✓� S,$ SIVe tl ica�� SE Crn�� CO � G-7 Sys f} r e 4 / . ,6. : T off' z "5 ck . 40 Or/. free retain . Proposed u.2e.str Concrt w�.P l,G�'I�[PSO /+1� Carn6ina {ier �..��0Rbt, 1A - 10 0 14 G-E S.T oc.ctL�. A � oPoSZd Pd, N4v rCSid�nCe S 2w e-i^t -- - - - - - -- P�oPosrd Proposed proposed �8p�t dri V2w'a 7 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ✓ \ include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. n percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner [ Property Location ,✓ ��. ! Govt. Lots 1/4 114 CS �j� N R / E io W Property Owners ailin ddress Lot # Block # Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Vllage Town Nearest R ,,,� New Construction Use: Residential / Number of b rooms � Code derived design flow rate -� GPD ❑ Replacement ❑ Public of Comm escribe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: / ® Boring # Boring pit Ground surface elev. ft. Depth to limiting factor r� .l = in. �- Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff r in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#t2 g "-- Boring # Borin �/x7 pit Ground surface ele,. ft. Depth to limiting factor c/" r/ in. Soil ligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf #1 'Eff#2 I ` Effluent #1 = BOD > 30 < 220 mg/L and 30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please PrinD Signature CST Number Address I ate Evaluation Conducted Telephone Number Z 712 ",/ Z&"�54"Z Property Owner _ Parcel ID # Page of Ll Boring # ❑ Boring pit Ground surface elev -/ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Descxiptiori Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color 'Eff #1 'Eff#2 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate FPFFR� z. ox Description Texture Structure Consistence Boundary Roots GPD/W Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 17 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Q. Sz. Cont. Color Gr. Sz. Sh. 'Eff #1 •Eff#2 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. SBD -8330 (R.&=) Soil Test Plot Plan Project Name Gary Johnson Shaun /Bi�r// / /- Address 1769 Hale Ave N. Oakdale Mn 55128 CS #226900 Lot ------ Subdivision ------- Date 7/10/02 SE 1/4 S E 1/4S 3 T 28 N /R _ W Township Rush River Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post on Fence Line System Elevation 93.0 *HRPSame as Benchmark Alt. BM Top of 2" Pipe @ 93.1' Fence Line B.M. 1000' Please note: survey 100' was not done at time of testing, parcel is being divided, B -2 B -1 surveyor must have 75 tested area on new 92' Lri survey map 30' Alt. 91' B -3 30' 0' M Q 4% Slope 200' 200' IF Pro 3 500' Bedroom House Town Road 1 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Cr D / Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arro v, an Iqq� i est road. L�/l GZ �.- in Kitt; Please print all nfortnation. Re 'wed by Date Personal information you provide may be used for s eondary purposes (Privacy Law, s. 15. (1) (m)). l �— PropertyOwner /7 _ Property Location C�4 C Govt.Lot,S� 1/4 %r1 /4 S T p?� N R/ ; 7 E (o W INT Property Owners MailinifAddress ZO NG OFFICE lot Block" Sulxi. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village Town Near R d New Construction Use: Residential / Number of b rooms � Code derived design flow rate S GPD ❑ Replacement ❑ Public Comm ascribe: Parent material Flood Plain elevation if applicable ���` ft. General r and recommendations::�� Boring 1Je.w r oeQiZ `�' c� • .L Ong # ) Pit Ground surface elev. ?¢a >� ft. Depth to limiting factor 1`u7 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 ol lei �� r © Boring # ❑Boring 9 Pit Ground surface elet/. � ft. Depth to limiting factor (2� Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - Eff#2 3 Effluent #1 = BOD > 30 1 220 mglL and 30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Pft Signature CST Number Qlli� /i Gf/ ��J Ly AddrAss ate Evaluation Conducted Telephone Number �� ' sue; - - '72, Property Owner Parcel ID # Page of ng # Boring Xpit Ground surface elev�/ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F -1 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Sal Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 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. SBD -8330 (R.600) Soil Test Plot Plan Project Name Gary Johnson Shaun Bir Address 1769 Hale Ave N. Oakdale Mn 55128 CS #226900 Lot ------ Subdivision - - ----- Date 7/10/02 SE 1/4 SE 1/4S 3 T 28 N /R W Township Rush River Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post on Fence Line System Elevation 93.0 *HRpSame as Benchmark Alt. BM Top of 2" Pipe @ 93.1' Fence Line LKB.M. 1000' Please note: survey 100' was not done at time of testing, parcel is being divided, B -2 B -1 surveyor must have r 75' tested area on new 92' Q ___4 survey map 30' Alt. a� 91, 30' 0 .M. 4% 200' Slope Pro 3 500' Bedroom House Town Road ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT • AND OWNERSHIP CERTIFICATION FORM Owner-> r o-r Mailing Address 51 '169 14 14 - e• /I. Property Address S $ 190 6E v'e (Verification required from Planning Department for new construction) City /State Parcel Identification Number .9A 20) LEGAL DESCRIPTION Property Location 56 '` /4, 5 ' / <, Sec. 3s . T 2-8 N -R Town of uS ve' . Subdivision , Lot # Certified Survey Map # 7�r!o / _ _ , Volume /7 , Page Warranty Deed # 7 F , Volume & �� , Page # 335 Spec house ❑ yes 2 no Lot lines identifiable Oyes 0 no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating your Sept' system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 y days o e three y ar p' on date. A 1 1,7 1 057 SIG NA OF PLIC DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the p perty d bed above, by virtue of a warranty deed recorded in Register of Deeds Office. x _ ,>,�/ 6 tS-- SI NA APPLICANT DATE « « « « « « Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * *" '« Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed MARSHFIELD b ',roduct of Mick, 9ulIdIng c• , s C' " bl o � _.._,....... -.=.. •a _ d � • RPT_Cdc:O:dor.r�� TV ALI,ac i Print ail t �;i :� +4,1 :: il 'ii.!,;, l7lLn •e;:,:ri -.�° .�,� �,., ;:.;r,'i. (� '.'rl %.;,:.,;,' , ,1; fi ,';;�;; I ;;,;;i::i,'•;Iii; ' � ` :; j'' ....j,..... �a (ttom� r Cj ;•C:13 � !;;�;; ;:;:;; i'iii;!;i ;!I<i.' ,,1 <;I.�.;.p';�i::Ii,I;;i:; " �\� � ` i�i�!iyi Ii'•Iiii i;;ij �i;i;i;i;;,�; � .' '�:'i' � ,- J r i I Y .. - clra CO s� I l w e :,c spin r�-f T { F 14 ; SE Do CD P C"I RETAIL CUSTO MOk _- AND I urLrmm - Tnls is a CUSTOM DESIGN PRINT with ncminal d1menvion5, Thls pl�,n is subject to 3cldit;,n81 Fn0,nesrinq revlew and may rEquliLA changes as a result. Loc bullding eode> m`ay requ!re some altaratlons to this plan. he addition o° optlans mcy 81:o n:gNlrC irl•'.CEaticns. This plan cannot he confirmed ar bullt until thls copy Is r_tumcd with the signoturc or both the cw "torijcr enO 1.11�2 bulldcr. Siron<, r.orfirrns accepmnce of this plan 2S presented. C1 anqrs to thl5 plea may rcquirc additlomil changes, 7,9 ELIBHbHT9 'OK XV3 3AI to- 92-100 Fsb , 25 "' D 0 t 11 0 A M M,FI/CFH PHY S * L FLAk H 1 7 7 , 91 "'- ',I d 97E P 1. L. r. i t I N Q I I V) -3 7 - 7 'I',VT*E BAR OF WISCONSIN VORM I MIA WARRAN 11 DEED tttvr.ar s';3 v., :MASH or n2c�vn ST, j."'Aocm co, , r 0oQjwu- I'ku,- Uor 'UCETUD FUR REZORD 2 - .3 Ix) P M. a"' t • 1 'Jo - n yk el- 0 � �LU FER L COPY rii dov n'41 TA�. M A i OT1.1il1 It, C- 4k. -7 E C7 ..... .. xf v, Vc I e.4- 1, rl j 7 A-1, 17 Y- % ,. / • f J -` t Y2 C• p� rr S I` i rJ �_Ci . �• 5 ..- .. _ ... _,_ .. . P sr flyc"I c 0"I'lowti'v" (stj "L., 7 e-1 i OrTle!,.Uvd F.-OpOlty, (s) (is VmVPWty LS90rld, if: fca Jlrlpka and A-c And r. Far rl['en::'-un1%an DIL1• .11 1.111!i C- 3 L (.S UA D /o '7 W �A 1. A If- /S /,%4 -Ji e, i e, z.L o A I IT4 V N11 C AT I ON A C1( N 0 %V 1, C) f. M E NT State of Wiscoll-si 11, AIthernuArLd 0 i'!i day '11 IXT .... ..I "ey ih the 4b, Elf'. y 1 t r � +V kAC'i (.� c� �Y ` ('� I, r,; i}ir TITLE MENUEk k BA ;F ilf not, kx' JI1 to 1:c I c jx'mml %vlvif owurv: rl- I'-!. a—kc w .Ackuge . sama 00 It K Go", Aj J- Nuu, y 1'uhli" "Ohl' of IjLI i _t,:d 7 wkq- *-, 'JW9Vd. KLh 4110 'Id 5F7 Vill A fowit b. Lyi din I- III 111A.— Z It. Ike Ll- YARPANTYWI•dl yr.4"rY. hA; L, ,,al E-P. U.. Irv: � r 7 0 6 1 3 1 APpRGVED sT cRe,xcoun'TM VOL 17 PAGE 4445 . KATff= H. MTCSR - " -- ��" REGISTER OF DEEDS �N 1 3 2003 ST. CROIX Co., vI RECEIVED FOR RECORD 01/16/2003 11:30AK REC FEE: 11.00 COPY FEE: xo: al uate 2DProval snail Ue CERTIFIED SURVEY MAP LOCATED IN PART OF T'HE SOUTHEAST QUARTER OF THE SOUTHEAST QUAR'rER OF SECTION 3, TOWNSHIP 28 NORTH, RANCE 17 WEST, TOWN OF RUSH RIVER, ST. CROIX COUNTY, WISCONSIN LEGEND Prepared for and at the request of: Drafted by: Bradley Canaday ® County Section Corner Monument of record Buyer: ri mer X Marian Johnson Gary Johnson O I "x 24" iron pipe weighing a minimum of 1.13 884 SDth Sheet 1769 Hale Avenue North pounds per lineal foot, set `3aidwin, Wisconsin Oakdale, Minnesota 55128 715- 684 -2264 651- 739 -2531 GRAPHIC SCALE 0 I o o' 0' SCALE IN FEET: 1 INCH = 100 FEET _UN_PL.A_T_TED SECTI 3 W SECTION 3 �1 N N 132025`0211W � ANDS_ FOUND UM CAP -m Z o ro Q, 575.@3' Z I ` IU Ir O W I L 3 L O T 2 22.5 - �� o �" I o L IDO � � ,zl TOTAL AREA Z W Q19 w1 QI F-- 2.80 ACRES �! O H J < N 122055SO.F7. y N 1 J ° AREA EXCLUDING R/W CD WI LU F-Il 7_.70 ACRES LU NI= 0I��I - Z1 117461 SOFT. 1 V) WI 57 8.95 , = F_l �o N I 0 ~J 22.66' ` ,e ptiaxtp��� v 82 25 02'e 601.611 2 Li JI I <<��g - - FLATTED LANDS !3�, 33' . 6 BRADLEY J. a w ! 1 Z 1 CANADAY = a W 2 � N F W WISCONSIN D.O.T. N0. o M J 55 -9A- 3592 - 2002 0 t9 SE CORNER Z f, O 5US'joG _ SECTION 3, W C , � , r -� T28N,R17W �++t40#"M" FOUND 2"1RON PIPE Bearings are referenced to the East line of the Southeast Quarter of Section 3, Township 28 North, Range 17 West, which is assumed to bear North 0 degrees 29 minutes 43 seconds East. I, Bradley J Canaday, registered Wisconsin Land Surveyor, hereby certify that by the direction of ELner and Marian Johnson and Gary Johnson. I have surveyed, mapped and described the land parcel which is represented by this Certified Survey Map; that the exterior boundary of the land parcel surveyed and mapped is described as follows: Commencing at the Southeast corner of Section 3, Township 28 North, Range 17 West, Town of Rush River- St. Croix County, Wisconsin; thence North 0 degrees 29 minutes 43 seconds East alone the East line of said Southeast Quarter 639.14 feel to the point of beginning of said parcel; thence continuing North 0 degrees 29 minutes 43 seconds East 205.00 jeet,, thence North 82 degrees 25 minutes 02 seconds West 598.33 feet; thence South I degree 24 minutes 07 seconds West 204.62 Ieet; :hence South 82 degrees 25 minutes 02 seconds East 601.61 feet to the point of beginning. Subject to 190th Street right of way over the easterly portion thereof and subject to any other easements or restrictions of record. I, also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described, that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of the Counry of St. Croix in surveying and mapping the same. Prepared by: Note: Each parcel on this map is subject to State, County, and BRADLEY CANADAY SURVEYING Township laws, rules, and regulations (i.e. wetlands, 6976 26th Street Court North minimum lot size, access to parcel, etc.). Before purchasing O3Kdale, MN 55128 or developing any parcel, contact the St. Croix Count}' Phone No (6> 1) 779- 6435 Sheet I of I sheets Zoning Office and the Town Board of Rush River - Vol, 17 Page 4445