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HomeMy WebLinkAbout026-1142-56-000 )artment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix ding'Division INSPECTION REPORT Sanitary Permit No: 429901 0 INFORMATION (ATT," CH TO PERMIT) State Plan ID No: —unal 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: Miller, Sam Richmond Township 026 - 1142 -56 -000 CST BM Elev: Insp. BM Elev: BM Description: � Section/Town /Range/Map No: /DO - 6 U o .Bf: T� � 25.30.18.1040 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. G Septic i Benchmark ` O t s o�. Dosing Alt. BM '/ 1•/D / U Aeration Bldg. Se er �l J\Ih p p Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION ° I.9lA q6 aa. TANK TO s P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet " q5 / Septic f > 1 2 S 1 Dt Bo_ itom I � C�� Dosing r ( / S / 1 Header/ an. C Aeration l Dist. Pipe 3 3./ 3 Holding Bot. System Final Grady /7S PUMP /SIPHON INFORMATION t '�' 4 9 er ; s5�p12Q- a. Q Manufacturer Demand St Cover GPM Model Number y. �S 4r—, �� s TDH Lift Frictions s System He TD I Ft r Forcemain Len th I Dia. 1 Dist. to well 00 SOIL ABSORPTION SYSTEM 5-3 S • 0 I.OS BEDITRENCH Width I Length No. Of Tre PIT DIMENSIONS No. Of Pits Inside DIMENSIONS r SETBACK SYSTEM TO P/ BLDG WELL LAKE /STREAM LEACHING Manufacturer: Type INFORMATION Of System CHAMBER OR I t / _ I vV 7 /� ( UNIT Mode ber: 0 vV DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size ole Spacing / Vent to it Intake PiPe(s) ( I n // Cl r" Length �� Dia Length Dia r Spacing ! ' (p . 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 Tops oi� Yes No L Yes o COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: / / L13 Inspection #2: -7_/��j/ - -/ 0 3 Location: 1360 141st Street New Richmond, WI 54017 (SW 1/4 NW 1/4 25 T3CN R18W) Red Pine c r 1st Additio Parcel No: 25.30 lA04 i 1.) Alt BM Description =► f� S 2.) Bldg sewer length = U - amount of cover = 1 Plan i Use other revis for additional Yes o Re information. i � I ___ ___ __ Date Insepctor's ig ture Cert. No. SBD -6710 (R.3/97) � /Z� Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 � , l V visconsin Madison, WI 53707 - 7162 Site Address De artment of Commerce G t. A Srr N� Sanitary Permit Appli i san;tary Permit N ber In accord with Comm 83.21, W ��� is. Adm. Code, tKaCa EaJ E D 'f2-11 °� may sec be used for o Privacy Law s15.04(1 m 11 Check if Revision I. Application Information - Please Print All Information State Plan I.D. Number APR 17 2003 :793:H9 =T.tiwts. lb:*- Property Owner's Name Parcel Number S . . C:ROix COONT''r ZONING OFFICE p o d Property Owner's Mailing Address Property Location . /0 1 /0 St -l�'A HO -A; S T N, RJ City. State Zip Code Phone Number Lot Number rf Block Number Subdivision Name /— CSM Number Iy�d.So.� W I $- * 76 - -396 -276 RAO ?NF- CeRKee— 6b 173/ 11. Type of Building (check all that apply) ❑Clty 9 1 or 2 Family Dwelling - Number of Bedrooms Public/Commercial ❑Villag - ^ scn� Use ownship y� (G � � ❑ State Owned llevet�tt -� �D � Nearest Road 1C, mv- c Q 0 sa t t► / c�// S>' ST2 EEr III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use stem Tank Only stem B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ❑ Non - Pressurized 1n - Ground 21KMound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In Ground 410 Holding Tank 48 ❑Single Pass 510 Drip Irne 45 ❑ At - Grade 46 ❑ Aerobic Trea nt Unit 49 ❑ Recirculating ❑ Other V. Dispersairrmatment Area Information: A - t tm Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolati n Rate System Elevation , ;P - et", nrade #5V Required Proposed Rate(Gals./Days/Sq.FL) (Min./Inch) n TT VI. Tank Info Capacity in Total Number Manufacturer Prefa Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanta y Septic or Hoidi,ig Tank Z/ Dosing Chamber �` �o / VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature Mp/IvIPRS Number Business Phone Number 14 WE oK e I 1 itit I� Z ZSa3 (o G/Z ff LIEZ 7 Phumber's Address (Street, City, State, Zip Code) n 1 6 .2 0 l /v •. T v,/ A , P � e-o 4..P VIII. County /De artment Use Onl Approved El Disapproved ��r t Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge a Fee) ❑ Owner Given Initial Adverse 3-2S �� - _ ` Determination IX. Conditions of Approval/Reasons for Disapprov Attach comp p to the 7 or system on paper not i; x 11 tMes to atae SBD- 6398 (R. 05101) 1 STA'� L l = oo . Ass. E/; /oo. cm . ® t �.���( -_ "''`L fir e s - z-„S�o 3 4 ° wt e.. w.� r? six toy. tj B Z- � 3r �r o o 0 S 4 S T -S5 S'o• o- Z� S� F� I Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188 -2439 TD #: (608) 264 -8777 erc \Visconsin w w ww.commerce.state.wi.us/sb ons ww.wisonsin.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary October 10, 2002 CUST ID No.225036 ATTN.• POWTS Inspector MICHAEL P MC DONELL ZONING OFFICE MILLER CONSTRUCTION ST CROIX COUNTY SPIA 1070 HUNTER RIDGE RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/10/2004 - Identification Numbers Transaction ID No. 793799 SITE: Site ID No. 651354 Sam Miller Please refer to both identification numbers, Town of Richmond, 54017 above, in all correspondence with the agency...: St Croix County SW1 /4, NW1 /4, S25, T30N, R18W Lot: 56, Subdivision: Red Pine Corner FOR: Description: Mound, 3 Bedroom Object Type: POWT System Regulated Object ID No.: 873475 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. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the enclosed approved plans and with the Mound Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10691 -P (N.01 101) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10706 -P (N.01 101). 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. In addition, the owner must comply with the operation, maintenance and monitoring duties as described in section VIII of the mound component manual. A copy of this information must be given to the owner upon completion of the project. 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. A Sanitary Permit must be obtained from the county where this project is located in accordance it tip requirements of Sec. 145.135 and 145.19, Wis. Stats. Inspection of the private sewage system installation is required. Arrangements for in spectiori4lSbm designated county official in accordance with the provisions of Sec. 145.20(2)(d), i . tats. �� T A copy of the approved plans, specifications and this letter shall be on -site during constructi� inspection by authorized representatives of the Department, which may include local inspectors required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. r N _� r.+ � � � .-r Q MICHAEL P MC DONELL Page 2 10/10/02 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 j Fee Received $ 175.00 Balance Due $ 0.00 Julia A Lewis- Osborne POWTS Reviewer 2 , Integrated Services WiS cede: 7633, (262) 548 -8638, Fax: (262) 548-8614 jlewis@commerce.state.wi.us cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE RECEIVED Project Name: Sam Miller 3 bedroom residential mound ssytem SEF 1 $ 2002 Owner's Name: Sam Miller SAFETY & BLDGS. DIV. Owner's Address: P.O. Box 151 Trout Brook Road Hudson, WI 54016 Pcl. Add.: 1360 141st. Street Legal Description: SW1 /4NW1 /4, Sec. 25, T.30N., R.18W. Township: Richmond County: St. Croix Subdivision Name: Red Pine Comer Lot Number: 56 Block Number: na Parcel I.D. Number: 026- 1142 -56 -000 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 Mc Donell License Number: 225036 Date: 09/12/02 Phone Number: 715 - 386 -8692 Signature: Designed Pursuant to the r t 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 3.0 (03/01/01) Page 1 of 9 GIVZ�i ✓fir Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note. Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in-situ sal treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of 36 inches. 450.00 Design Flow (gpd) 2.00 Site Slope ( %) 101.15 Contour Line Elevation (ft) 36.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 90.001 Dispersal Cell Length Along Contour (ft) = 5.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft 1 I 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 2.50 Lateral Spacing (ft) If N above, enter the elevation ft 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 2 3.00 Estimated Orifice Spacing (ft) = 7.50 ft /orifice 2.00 Forcemain Diameter (in) 40.00 Forcemain Length (ft) Does the forcemain drain back? C YY 95.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal) 6.15 Vertical Lift (ft) 81.16 5x Void Volume (gal) 1.28 Friction Loss (ft) 87.68 Minimum Dose Volume (gal) 10.68 Total Dynamic Head (ft) 39.32 System Demand (gpm) Lateral D Selection Manifold Diameter Selection in. dia. options choice in. dia. opti choice 0.75 1.25 x 1.00 1.50 x x 1.25 x 2.00 x 1.50 x x ` 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Tr Tank Information 750.00 Total Tank Capacity (gal) 1000.00 1 Septic Tank Capacity (gal) 1 36.981 Total Working Liquid Depth (in) Wieser Concrete I Manufacturer 20.28 gal /in (enter result in cell B49) Dose Tank Information E Filter Information 750.001 Dose Tank Capacity (gal) Zabel J Filter Manufacturer 20.281 Dose Tank Volume (galAn) IA100 Filter Model Number Wieser Concrete 1 Manufacturer Project: Sam Miller 3 bedroom residential mound ssytem Page 2 of 9 r - Mound Plan View J F Pipe . . . . . . . . . . . . . . . . . . ti , ti ,.,. ti . : . ti ... .. ,. . . ti.•,••.•ti•ti•• ••. ti•ti• T •;.r.r. ; r• ;•r. ;; :. r; :;'r: • � r: ;'::� :� {: �'r'r'r''' {'f'r' A ti. ti.•. . ti . ti .., •. 5 . •..ti•ti•ti• . •..ti• ; ;r:r.��r r:;�f;r.; r;f .•' f;r ;• r ti f � f ti r• f tif ; f; j". ;� f � • ti f jL fti. M. , `. :; 1 r �. .r� ;. r ti r ti 7'r1 ;. ' "•1f . _ W . . . B . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L Mound Component Dimensions Down slop toe extension made. A 5.00ft E [ AO,50 in H 1.00 ft K A17:17 ft B 90.00 ft F in z 7:$0 ft L ft D 6.00 in G ft J 5.07 ft W ft 450.00 (ft Dispersal Cell Area F1125.00 (ft) Basal Area Available 5.00 (gpd/ft) Linear Loading Rate 9.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 103.44 (ft) ---► G � H F Dispersal cell 102.15 (ft) La teral 101.65 (ft) — : : : : : Invert Dispersal Cell :D ; t Elevation E 4 - - 101.15 (ft) Contour Elevation 2.0 % Site Slope Geotextile Fabric Cover Shading Key m CL T Dispersal Cell See lateral details on 10 _ Topsoil Cap c a 1.5 ft •r • fti; Page 4 for number, © " "' Subsoil Cap •!1;�:',(�r� ti "';efr size, and spacing of ©] ASTM C33 Sand r • - •�•.•ti ;tijrtij F laterals. Laterals are ,;'Typical Lateral ;.; .; Tilled Layer = 0.5 ft equally spaced from 05 rtiftir� Aggregate the distribution cell's q - -� centerline in the distribution cell (AxB). Project: Sam Miller 3 bedroom residential mound ssytem Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection Yia tee or cross to manifold at any point. Laterals are identical I P �k. •= Turn -up vdball valve or IF X-- ->J+02 I x12 1 Laterals & force main of PVC Sch 40 oleanoutplu9 per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.05 ft Lateral Length (P) 44.23 ft Orifices per Lateral 15 Lateral Spacing (S) 2.50 ft Orifice Density 7.50 ft /orifice Lateral Flow Rate 9.83 gpm Manifold Length 2.50 ft System Flow Rate 39.32 gpm Manifold Diameter 1.50 in Total Dynamic Head 10.68 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 4 in. min. Disconnect Tank component is property vented F— Alternate outlet location Forcernain diameter Wieser Concrete Manufacturer 2 in. Capacityl 750.00 Gallons Volume 20.28 gal/inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 18.48 374.78 B 2.00 40.56 C Pump off e levation (ft) C 4.50 91.30 96.00 D 12.00 243.36 D Total 1 36.981 750.00 Dose tank elevation (ft) 3" Bedding un er tank. F 95.00 Alarm Manuafacturer Leve _ Alarm Model Number DLV � — Pump Manufacturer JZoeller Pump Model Number 198 �— Pump Must Deliver 1 39.32 gpm at 10.68 ft TDH Project: Sam Miller 3 bedroom residential mound ssytem Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Jim Thompson #30021 _ Phone 715 - 248 -7767 POWTS Regulator's Name St. Croix County Zoning Dept. Phone 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 yea rs Mound Inspect for ponding and seepage once every 3 ears 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 • .............. Grade \ ' 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: Sam Miller 3 bedroom residential mound ssytem 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, Slats. 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 filter 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 fitter alarms may indicate surge flaws 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. Colo 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 BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 rm/L BOD, 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 perfnnrv+d it chrvylyd ha rrgnnared to the initial tact when tha a ,.,.. _.. . ................� ..... system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. (lhcanratinn nirwc within tha riicnarcal rail shall ha rharltPri for effluent r nnnr�ting, Pnnriing la�ieic chall ho repo -- tc. the r�rnmar and any IPtwIC _rted above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan !t the cart r tank nr anv of itc r:vnnnnanic harnmP riaf :� tha tanlr : r r.^..mn o^: -::-! -- ' =• -- - r .. -•,.•- ._ •• • •- ' "'�"�' in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately ....,...........1 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 ^;a ..^r.^^^... = :j= �� P__ �% : , the ; -tte n ^; era ^ ^_.._.•.... ay:u ^ ^ .. .: r• _�'•- - _ See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Sam Miller 3 bedroom residential mound ssytem Page 6 of 9 HEAD /CAPACITY CURVE • HEAD CAPACITY CURVE EFFLUENT MODELS �r TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE - - —}-- EFFLUENT AND DEWATERING 1 I� - - T 7 SERIES 67-69 97 98 137139 IB1 t6J 166 166 166 — r-- J. IW tw FT. la. GIL L94 G L6s G.I. LBa Grd Lys GJ. Lin GJ. Lt7s G.I. L.. GJ Ln. Gd LT G•t ys G. Lao , _ - -} I — � _ -- 1.52 43 163 56 212 n 27J la _ _ _ 304 106 401 61 ZJt 61 2,tt ab Y%1 1f� 6 87 t56 547. 3. C6 11 129 46 174 61 231 79 300 100 376 61 231 61_ - +I _ _ Z3i 6B 2b] ""a 640 1St 6T7 ab '. 4.67 19 72 36 133 170 64 242 91 344 . 60 227 60 227 56 220 t at 637 lay 649. Q10 15 67 26 96 36 136 62 310 69 223 60 221 6e 22D 136 616 1 W 6,k 26 7.42. �T. 0 30 74 280 67 2161 69 223 58 220 121 481 t.�3 6J3 30 -..0.14 66 246 66 206 W 220' 90 J40 SB 210 1 4 127 ail : _..... _T 40 .1219 1 I 4 1-)1 46 - 174. 46 .177 66 206 75 263 68 220 106 397 186 60 16.24 - 21 00 33 125 61 191 64 219 58 2.70 90 341 1 00 3'Y �— — _ _�— 6q 11-21 16 67 43 161 36 130 68 = 71 .691 - 66_ 30 114 10 3a S2 I U7 a I W - % -- e66 167 BO 24.38 14 W 45 170 21 100 64 2G1 -. 90 27.43 _ 32 121 2 too 3`146 137 I W _.- --- - Y -- — li OD — T17 - - 3200 - - I y- -- - - � - 1 -- 7 20 -- I - 1_ ^ �'' 1 LockVW. 19.26' 2376' ?J' 26' td' 68' 07' 73' t15' 9t 1:2 r EFFLUENT & DEWATERING 65 Warning: Model 185 should not be subjected to less _ than 30 feet TDH. 189 I T_ - -- Note: For Head Capacity on Model 112, industriai - - — _ column- ' �-- - explosion proof pump, see FM 219. 13 139 SEWAGE & DEWATERING ; T` ' '`CONS 00 50 6 Z 4C 7o 6G 2 G 9G .OG 111° 120 II,G 1aG p5G WARNING: Model 293 should not be subjectea 400 480 560 640 to less than 15 feet TDH. J 54,4. /afe r u,i�! - - -- - 24 BO - -- - 1 }-- -;-- - TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE 75 _ 1 SEWAGE AND DEWATERING Y--- --- -- r — T— - -- _SERIES 2_6 _2 28 7 - 268 262 _ 2 84 292 29 _ 291_ 295 70 - — — j — � - - -�. — F T M Gal Lv, G a l _urs. Gal Ltrs. Gal. urs. G al. L vs. Gal urs Gal Ltrs G_61 ,u Gal un - 20 _ _ _5 t 52 90 341 126 a64 128 184 126 481 130 192 IBU 681 140 530 _ 90 142 o s 305 60 227 89 337 89 337 89 337 95 360 158 598 124 469 181 685 2U --_ 15 4 57 - 22 5 85 50 t89 50 189 50 189 63 238 135 5n 106 401 130 492 165 625 185 7p, e 60 1 20 b 10 10 38 t0 JB 10 38 33 125 106 401 88 333 u9 50 4 1S0 S68 166 6 25 7 62 -- _— ._� - � _ -. I 76 288 68 257 106 401 1 515 153 w 55 __ - _ 43 16J 47 178 90 340 W 456 1 v 55J 16 T t --- <� t7 t9 5 19 50 89 v4 356__ 1, 4 50 60 1829 .____ .___ . -_ - SB 120 di 3_ 45 LOCk Valve 78' 21 5 2t.5 21.5' 26 35 42' _ 50 62 -- 77 - - -. I 10 -- t -�-- _ T 8 293 j r 6 _._ 20 4 _ -- - -t --I 282 - -- 1 292 5 } 262 266, 267, 268 264 291 285 r -- C t - - - 30 40 1 50 60 1 70 80 1 90 100 110 120 130 140 150 160 170 180 190 200 210 220 L ER 0 10 28 230 10 160 240 _- _ 320 300 -_ 4 8U 560 640 720 B00 8f_____- ___1�___- . -._ -_ +- + - - __ -_ _ 9 �80� 7&g A i E . 8. rN. To,o o r y cv; El e w c /00.30.' S CAt: •' r . CO. p�ati ; a3 1 - -� p (7.57 ' ios�os' • io , ro P0� v►lo c,a.n c/a.t X /0/ s?) 82 � r,s. yo P�e. �w / s'x 9o'o!,spv.�a /ce �(0 ice wAarn Sleeved /a EuorCSa e m " X yYf/.22'c ,r't Pro posed 750 o.P. p4mP Gla.n _�1 SL' c���/O!� ✓C. he cr, -•ces space.do-'E.3.OS' 'S � Corn c,r' X sTht 303s/P ✓.C. e4{lucnf io ?.3Z' Pro posed /,ox�.P• A Grade e leaf %� � Sc,e 0 S ,4 - eA^/aCnl � aE o«.t /cl - /01.11' 6u; /d, s $eu � Prop6.ed . C/ 3 bed roo.,-, X01.39 " eSidGnC2 o� Propos<d �s 5�ree-- i Wisconsin De�partmenl of Commerce SOIL EVALUATION REPORT Page 1 _ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Cr oix 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 refejqf&e_point (BM), direction and Parcel 1. D. pending percent slope, scale or dimensions, north arrpw;'4-nd locaticln anddistance to nearest road. Please.prin a�) information. ? \, Reviewed by Date i Personal information you provide may be�a,ed for seco dary pose (Priv@ty ;aX- s. 15.04 (1) (m)). Property Owner / 7 k) V L ✓ roperty Location Oakwood Land Dewve1ppment ' , ovt. Lot SW 1/4 NW 1/4 s 25 T 30 N R 18 >F (or) W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 1 61 1 HY , #10 NE. S T CRlDl' 56 1 na I Red Pine Corner City State Zip Code Ph ❑ City [ Village W Town Nearest Road Spring Lake Park MN. 55 ?,2 61)2 -780 7 4 Richmond I 140th. ST Ej New Construction User Residential / Nu o l:2dr 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material glacial d rif f Flood Plain elevation if applicable _p General comments and recommendations: mound @ el. 101.80', based on area el, of 101.30' E Boring # F-] Boring FX p Ground surface elev. 101.30 ft. Depth to limiting factor 62 In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -10 10 2 mfr cs 2f .5 .8 2 10 -25 10yr4/4 none sicl 2msbk mfr 9w if .4 •6 I 3 25 -62 7.5y4/4 none sl 2msbk mfr qw na .5 .9 1 4 62-801 10 7 3 c2d 7 5 5 8 na np n I :1 :2] Borin # Boring g pit Ground surface elev. 1 01.30 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munse�l Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 Efitt2 j 1 0 -10 10yr2/2 none L 2msbk mfr cs 2f .5 2 10 -21 10yr4/4 none sicl 2msbk mfr j 3 21 -36 7. 5yr4/4 none sl 2msbk mfi qw na .5 9 4 36 -60 5yr4/4 c2d 75.ry5/6 scl M na na I m m - ' Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg /L ent # 2 < D 30 /L and TSS 30 _ g _ 9/ L CST Name (Please Print) Signature CST Number Gar L. Steel 02298 Address ale Evaluation nducted Telephone Number 715 - 246 -6200 1554 200th. Ave., New Richmond, WI. 54017 8 -8- Property Owner Oakwood land Dev Parcel ID # pending Page 2 of 3 l l Boring # ❑ Boring 1 01 .30 51 F ® pit Ground surface elev. ft. Depth to limiting factor tn. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Corslstence Boundary Roots GPD/ff in. Munsell Qu. Sz_ Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -10 10yr2/2 none L 2msbk mfr qw 2f .5 .8 2 10 -22 10yr4/4 none sicl 2msbk mfr qw if .4 .6 3 22 -51 7.5ry4/4 none Sl 2csbk mfi gw na .5 .9 4 51 -70 7.5yr4/4 c2d 75.ry5/6 sl 1csbk mfi qw na .4 ,6 5 70 -80 10yr7/3 none fractured l' stone na na np n ❑ ❑ 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 Qu. Sz Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 ❑ Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. F] pit Sol Applicabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 'Eff#2 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg.A ' Effluent #2 = BOD < 30 mg/L and T The Department of Commerce is an equal opportunity service provider and employer. If you need assis need material in an alternate format, please contact the department at 608- 266 -3151 or sao -caw (Rdoo� I 0 y u U ti y V/ ^. U �tr � O V� U �Y � O b Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 —of 3 i "ivision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code C O 1 " St. Croix 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 refejp=e (BM), direction and Parcel I.D. n din g percent slope, scale or dimensions, north arrgw rand locatidn and.distance to nearest road. Please prineaff informal tion. ' ' Reviewed by Date Personal information you provide may beYised for seco dary�lpose (Privat y_ , s. 15.04 (1) (m)). '+ 3 Property Owner I t i n. i V L U roperty Location Oakwood Land Dewv i pmexlt ovt. Lot 1/4 NW 1/4 S 25 T 30 N R 1 (or) W Property Owner's Mailing Address ' 1 °- lot # I Block # Subd. Name or CSM# 1611 HY. #10 NE. ST c00+N 56 na Red Pine Corner City State Zip Code Pa ❑ City ❑ Village U Town Nearest Road Spring Lake Park MN. ''55,2 , 61)2 -780 Richmond 140th. sT K] New Construction User Residential / u N o Adr 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material glacial drift Flood Plain elevation if applicable ._n;a ft. General comments and recommendations: mound @ el. 101.80', based on area el. of 101.30' Boring Boring # 1 0 101 .30 Pit Ground surface elev. ft Depth to limiting factor 6 _� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 mfr cs 2f .5 .8 1 0 -10 10 2 2 2 10 -25 10yr4/4 none sicl 2msbk mfr 9W if .4 .6 3 25 -62 7.5y4/4 none sl 2msbk mfr qw na .5 .9 4 62 -80 10 7 3 c2d 7.5 5 8 na np n 2 Boring # El Bong 101 .30 36 ! 1 surface elev. ft. Depth to limiting factor ❑ � Pit Ground s P Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I - Eff#2 1 0 -10 10yr2/2 none L 2msbk mfr cs 2f .5 8 2 10 -21 10yr4/4 none sicl 2msbk mfr CrW 1 3 21 -36 7.5yr4/ none sl 2msbk mfi qw na .5 9 4 36 -60 5yr4/4 c2d 75.ry5/6 scl M na na na 1 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg /L J nt #2 = D < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature �9 CST Number Gar L. Steel oS . A yea 02298 Address ate Evaluation onducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 8 -8 -2 715 - 246 -6200 a Property Owner Oakwood land Dev. Parcel ID # pending Page 2 of 3 3] Boring # [] Boring 3 ® pit Ground surface elev. 101 .30 ft Depth to limiting factor 51 Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 1 0 -10 10yr2/2 none L 2msbk mfr Clw 2f .5 .8 2 10 -22 10yr4/4 none sicl 2msbk mfr qw if .4 .6 3 22 -51 7.5ry4/4 none sl 2csbk mfi 9w na .5 .9 4 51 -70 7.5yr4/4 c2d 75.ry5/6 sl 1csbk mfi I qw na .4 1 .6 5 70 -80 10yr7/3 none fractured lim stone na na np n F-1 Boring # El 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 Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 F-1 Boring # Boring El pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. 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 5 30 mg/L and TSS 5 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. SBO -8330 (R6I00) STEEL'S SOIL SERVICE Gary L. Steel Oakwood Land Dev. 1554 200 #h Ave. CSTM2298 SW'- N NW'' S25- T30N - R18W New Richmond, WI 54017 MPRSW - 3254 Town of Richmond (715) 246 - 6200 lot #56 - Red Pine Corner This soil evaluation was cmducted to satisfy a zoning requirement, it may or way not be suitable for your use. The location of the test may or may not be as shown as per arumt lot limes were not established at the time the test vas conducted. N 1 " =40' BM.= top of mid -lot survey stake @ el. 100.00' alt. BM.= top of SW lot stake @ el. 100.30' 'I r gyp' f CIO V �o Gary L. Steel 8 -8 -2001 �r p" / 360 Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absgrption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 29 2o./ Number of Bedrooms 3 Design Flow - Peak (gpd) ys-•� Estimated Flow - Average d 3 oc 9 (gpd) Septic Tank Capacity (gal) Soil Absorption Component Size (ft rQ Type of Wastewater Dbmestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) q5V 2- Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years 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 (Servicing Septic or Holding Tanks, Pumping. Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the sep . ank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter hall be cleaned as necessary to ensure properDp P_�a tion. The filter cartridge shou not be removed unless provisions are ma a to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Sceptic Tank and Soil Absorption Component 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 scum and sludge 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 an 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. 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 the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. A.- Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over or within +ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 'k- a.- I1�1 = Q o H �l Rio = 3 L - �G 7 k- 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND I OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address e - /s A se, Aw- property Address ' 12 " ' / st" 5t. Q •7� (verification required from Planning Department for new constriction) Wf Parcel Identification Number City/State I'+�F 'x) 10: .A � properly Location — V4, =' /s, Sec. ZT-. T -R I , Town of Lot # S Subdivision oG i "" m — C ° ✓ Certified Survey Map # C (40 ( 3 ( . Volume Page # $ 3 Warranty Deed # - 7 1 ro 22 1 . Volume Z d 3 . Page # / Z . Spec house )d y es ❑ no Lot lines identifiable A yes ❑ no �M MAIl`ITENANCE } tic m could result in its premature failure to handle wastes. Proper maintenance improper use and maintenanceof your se pt i c system What you put into the system consists of pumping out the septic tank every three years or sooner, if needed by a licensed Pumper• can affect the function of the septic tank as a treatment stage in the waste disposal system ent a certification fonar, signed by the owner and by a Th property owner agrees to submit to St. Croix Zoning Departs v that (1) the on -site wastewa disposal system msstcrplumber, journeyman plumber, r estricted plumber or a licensed pain fer enfy the sep tank is less than 1/3 full of sludge. is in proper operating condition and/or (2) after inspection and pumping ( nY) I/we, the undersigned have read the above requiremen ts 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. Certif stating Y� that septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. & DATE iAl OF APPLICANT OWNER 0n CATION 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) o the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. O Y , 03 / _L— t DATE 4&T ae «aa. Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. •' «� t* •• 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 JJ 2203P 127 ll - 7 16881 STATE BAR OF WISCONSIN FORM 1 – 1998 KATHLEEN H. YALSH WARRANTY DEED REGISTER F DEEDS Document Number RECEIVED FOR RECORD This Deed, made between Oakwood Land Development. a 04/11/2003 09:00AH Corporation Grantor, and Sam E. Miller, a single person Grantee. WARRANTY DEED Grantor, for a valuable considera Ion' – f conveys to Grantee the following EXEMPT t described real estate in St. Croix County State of Wisconsin (the "Property "): REC FEE: 11.00 TRANS FEE: 200.40 COPY FEE: CC FEE: PAGES: 1 Recording Area Name and Return Address Sam E. Miller P.O. Box 151 Hudson, WI 54016 026 1072 95 000 Parcel Identification Number (PIN) This Is not homestead property. (is) (Is not) Lot 5 and 57, Red Pine Corner 1st Together with all appurtenant rights, title and interests. none Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this 2nd day of April 2003. (SEAL) (SEAL) Oakwood Lad ev m t (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. authenticated �y RUBLIC _ St. Croix County STATE OF WISCONSIN Personally came before me this 2nd day of April 2M the above named G reoory J Peterson. as Vice President to me known to • be the person who ex uted the foregoing TITLE: MEMBER STATE BAR OF WISCONSIN inat ment d acknowledge th same (If not, authorized by §706.06, Wis. Stats) 4 5 W a4t, f10--.- THIS INSTRUMENT WAS DRAFTED BY Notary Public, State plif Wisconsin Coldwell Banker Burnet 1301 Coulee Road My commission is permanent. (If not, state expiration date: Hudson, WI 54016 ��' I J 2 -41085 — —fi sl ' J (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of perso ns si2ning in anZ caa acity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. 1 –1998 Milwaukee, Wis. GI 0 . LOT 53 � 66,000 $a Fr Q, / 1.52 ACRES ,, \ \�• r �� ,, 379 �ti�8 '°• / S89,W01 "E 296.44' / / / \,�. . ,75 6�1,J� I Se \ 0.T \ tw o ��C ; ►� 103. 60 193.12' S84 09'02'E � R9• \ I y `` � ' •E LOT 51 ' b 66, 665 : L• OT 52 �9� 1.5J ACRES i o LOT 10 64642'Sp Fr, - �`` JB>r .` 1.5B ACRE$ 1 I $ O N89'55'01'W O 276.89 �o`' j ,' , • 6 � ; ��° ,��. LOT 50 I; 1s `�O 65, 404 s rr cn LOT 54 1.50 ACRES N F \ 66,000 Sa rr 1.52 AdP ES I • 1� �` i �� N80'45' 3 376.1 I �• \14 I rJC , �� y �� 1 1 I N Z LOT 55 1 , LOT 49 62,841 sb 6 6616 -T S0 FT 1 � '� 1 1 1.5J ACRES �, � � .._..— L44 ACRES I p I 23.0.79' N89' 3'43'W 344.70' — 113.91' _ . J '6.e J0 i, '' a 1 N89'53'43 "1� CIV LOT 56 J „�• O �' ' �N 67,254 SQ t� 1.54 AaeES �.,�.. ;' LOT 48 0 696 $0, Fr 1.65 A,04ES 2 � � � qtr• � y� , / • N ro LOT 57 ; 7 3 74 'S2'w c 66,975 Sa FT, � 1 �. O9 . 1 03 .Sg 1 1.5f AQ4ES i � L i i 1 .Y- k' / N� ; ( ;;. LOT 47 49' 1 ; . 1 I 74047 $0. Fr. �' z 3 , ` 4`S y/ 3 (g� ?� 8O • 1.7? ACRES N `A o - LOT 35 \ �Y_3 N1 3.58'35 "W o o \ \ \ 73.7.3 ' i� S3 33O `. Q N7 Jb 9 i 6 43• � O � \`,\ i'9`� Q -13 AYE ' • i - ► 66.34