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016-1030-50-110
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 645500 Personal information you provide may be used for secondary purposes[Privacy Law.s.15.04(1)(m)I Permit Holder's Name: City Village Township Parcel Tax No: Todd Smith TOWN OF GLENWOOD 016-1030-50-110 CST BM Elav: Insp.BM Elev. BM Description: Section/Town/Range/Map No. 14.30.15.225A-11 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt.BM Aeration Bldg.Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. vent to.'Jr Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe Holding Bot.System Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist.to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No.Of Trenches PR DIMENSIONS No.Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of or Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil A Yes n No Dill Yes A No COMMENTS: (Include code discrepancies,persons present,etc.) Inspection#1: Inspection#2: Location: No Address Available 1.)Alt BM Description= 2.)Bldg sewer length= -amount of cover= Plan revision Required? ❑� Yes ❑I] No Use other side for additional Information. SBD-6710(R.3/97) Date Insepctor's Signature Cert.No. f p A S�}t\I-2UZ3- ot>4 r-, Industry Services Dh isionCr a Y= # n T 140o E Washington Ave Sanitary Permit Number(to be filled in by Co.) P.O. Box 7162 M WI 5 707-71 6 "/S-5 o0 Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this r a" ^ r'T„ .• • '- ` is required prior to obtaining a sanitary permit. Note:Application forms • .ri�{ 'r•'FT.'I. : ``,1 �dt�i O l23 e0 I -� the Department of Safety and Professional Services. Personal information on Pro' Address(if You provide may be used for secondary lea different than mailing address) purposes in accordance with the Privacy Laws. 13.04(I)1m)State BAN 1 8 2023 / b 3/S'F S i.I. Applicationlnf rvaD Print�'�frI Iatioy Property s +�CFi- �,V tr?"i N 4 `r Parcel N S 1 � m. n Croix County eD u�lJ r Community Development "pi(0- I(�',�p-50 - 110 Property 's Mailing Address Property Location l C 9 y Cry _k;fr,' /`X/ Govt.Lot 1 Ci/ty,�/ ,f ///i n.rte Zip Code Phone NWIIb�erj� NE'/.,WW'/. Section i,oitp���) � ( I°i (A)06 U( WL cIb , 3 7/C. /O- /777 T 3t N ; R f Env. D.Tyyr of Building(check all that atPly) ....7 Lot k i or 2 Family Dwelling-Number of Bedrooms Subdivision Name ❑Public/Commercial-Describe Use Blocka — -- ❑State Owned-Describe Use 0 City of CSM3Z- � 0 Village of n �Rf6K DpL.il Number 930 ��t�ownof �Lt'rlGl�dact IIL T of it: (Cheek only one box on line A. Complete line B if applicable) A. ew System ❑Replaxsnart System ❑TreamrenUHddiag Tank Replacement Only 0 Other Modification to Existing System(explain) B. 0 Permit Renewal 0 Permit Revision 0 Change of ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV.Type of POWTS System/Component/Device: (Check all that apply ❑ Non-Pressurized In-Ground 0 Pressurized In-Ground 0 At-Grade 0 Mound>24 in.of suitabk soil Quid<24 in.of suitable soil ❑ Holding Tank 0 Other Dispersal Component(explain) ❑Pretreamtent Device(explain) r V.Dispersal/Treatment Ares Information: G'1(• t✓1auMte Ca Design ) Design SoilApplication Dispersal Area Required(sf) Disposal Amer rn o Proposed(sf) System Elevationn VL Tank Info r� �" - l/V, /5- 9d i 67 q r ~ Capacity in - Gallons Total 8 of + u New Tads Tanks Gallons Units Manufacturer ,zy �'3 Existing c U kg, v, w 3 P. Septic vcddine Teak /ODD _ /„d %i r' C - Cl 0 0 0 Dosing Chamber G der ;06 Get � 5., n n n ❑ Vn.Responsibility Statement-I.the undersigned, e - • f ty for installation of the POWTS shown on the attached plans. Plumber's Name(Print) PI s oigtlatrue MP/MPRS Number Business Phone Number �.�P .lam QLe¢P. ' HP r3s4Jo z 71.c-23S ZLL/4( C Plumber's Address(Street,City.State,zip Code) ' / r— VIM Comity/Department Use Only 1 Approved ❑ aPP ed Permit Fee ued laju' Agent S nn rven s r for Denial f bS� / Le 20Z3 t / a IX.Condition' pp _.. ... _ . 3) Pei- is . 0 1.8eptic tank, Qfllt fd ► d ispPrs e i �"� "�0 Q"lure t b O mart I inhe�d�a�sy Per s u.P. 'eeeQ n P"` 157 i:t ��KiaRieie•t�Iaua�fsr eke syseem and submit to the C sty only paper not less 8 s I I belies i■see 2Adl * Orel must be mantanea 4) 6Spcilt „Az_ ..eitiej- saaaememostiegoiordinances. usti't'n 1 ! ? 44- .5—) - tGs µell iio/Z0�3. o30 -/ .1;11m.n ...C;;-ram /'[-o T �nri1 cSi - 0 171 . ' '';11P-44.-• 75 a'6 Le/G ./ pti a CJ)4't /oaa/boo 4.,6, 63,Gs'X 2,1S7- da{.t. rc.z 'Z.9.Euei. /T0t1/5"/ r3--t ‘yysTr,4-1 ,E1-x71). 1-1`e7.):-14 kr% ,441.1%. • s t vrx5id.+ ,1M Nil =llb' Watr so • To' 2'' I I • L 3 / /�- IO/ I I • / II �a/Wes" Ni rrJ I l I h a M 1 =l bu.0, : mew 6,, r`n.-1-1-rc IPA aim.L I.il I I ' . - ___=......ule_. - ai (,i. y7 o� r33- 9-zap ' . at •'* / I , ..e I I I .--------.- > GpP • • CFp ARTNf s, Wisconsin Department of Safety and Professional Services °T Phone:608-266-2112 I >�� Division of Industry Services Web.lair a JiY I:P--- _" 4822 Madison Yards Way Email Jp�..iV6i.eonang0. PO Box 7302 Madison,WI 53707 '� '• Tony Evers,Governor Ay Dan Hereth,Secretary January 4,2023 CUST ID NO.: 139462 Identification Numbers TODD L SINZ Plan Review No.: PWTS-0 1 23000 1 4-C E5609 708TH AVE Application No.: DIS-122261171 MENOMONIE,WI 54751 Site ID No.: SIT-I 10870 Please refer to all identification numbers in each correspondence with the Department. CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES:01/04/2025 Coneita,raay APPROVED MUNICIPALITY: DEPT.OF SAFETY ROFESSIONAL SERVICES TOWN OF GLEN WOOD DIVISION OF INDUSTRY SERVICES ST. CROIX COUNTY 2/.,....t.-.. 1...t SITE: i(Jfl tafafa SEE CORRESPONDENCE CTY RD X GLENWOOD,WI 54013 NE 1/4,NW 1/4,SI4 T3ON, R15W FOR: Design Wastewater Flow Value:450 Mound Component Manual-Version 2.1 (May 2022-2027) Bedrooms: 3 Pressure Distribution Component Manual-Version 2.1 (May 2022-2027) Limiting Factor(s):22" Maintenance Required: Effluent Filter SITE REOUIREMENTS • A full size copy of the approved plans,specifications, and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance,compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system(POWTS). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses,leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Divert surface water from all POWTS Areas. • Prior to construction of the dispersal area,check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire,the site is too wet to prepare. If it crumbles,site preparation can proceed. If the site is too wet to prepare,do not proceed until it dries. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30(I I)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • Verify property line(s)prior to installation. • Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments.tree roots.stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available,trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered,to provide sufficient infiltrative area. Owner Responsibilities • 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 SPS 383.54(1). • 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. OWNER RESPONSIBILITIES • 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 and Wis. Admin.Code S SPS 383.54(1). • 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 submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s)referenced above. The owner,as defined in chapter 101.01(10), Wisconsin Statutes,is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval,the Division of Industry Services reserves the right to require changes or additions,should conditions arise making them necessary for code compliance. As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on this letterhead. Sincerely, Fee Required: S250.00 /�� /� Fee Received: $250.00 ez„..4,I"C�es, Balance Due:$0.00 Tim Vander Leest Refund Expected: S0.00 POWTS Plan Reviewer Division of Industry Services Phone:608-516-6134 Email:tim.vanderleest@wisconsin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Smith New Home Conditionally Owner's Name: Todd&JoAnn Smith APPROVED DEPT.OF SAFETY AND PROFESSIONAL Owner's Address: 1594 CTY RD X SERVICES DIVISION OF INDUSTRY SERVICES Glenwood City WI 54013 715-977-1717 0""^^RESPONDENCE Legal Description: NE1/4 NW1/4 S14 T3ON R15W Township: Glenwood County: St Croix Subdivision Name: Lot Number: Block Number: Parcel I.D. Number: Plan Transaction No.: Page 1 Index and title Page 2 Data envy Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump Cuvre Page 8 Effluent Filter Page 9 Septic/Pump Tank Page 10 Plot Plan Designer: Todd L Sinz License Number: MP139482 Date: 12/27/22 Phone Number: 715-235-2844 Signature: ned Pursuant to the Mound Component Manual for POWTS Version 2.1 (May 2022-2027).and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(01/81)and Pressure Distribution Component Manuel Ver.2.1 (May 2022-2027) Version 7.21 (R. 07/22) Page 1 of 10 Mound and Pressure Distribution Component Design Design Worksheet Sits Information (R or C) R Residential or Commercial Design Nate: Sand fill(0)calculations assume 300.00 Estimated Wastewater Flow(gpd) Tads 38341 3 in tltu ad treatment for fecal corium of<.36 inches. 1.60 Peaking Factor(e.g. 1.5= 150%) 450.00 Design Flow(gpd) 5.00 Site Slope(%) 97.50 Contour Une Elevation (ft) 22.00 Depth to Limiting Factor(in) 0.40 In-situ Soil Application Rate(gpd/ft2) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour(ft) = 6.00 Cell Width(ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest .•'nt in the distribution Y Pressure Disributlon Information network? Enter Y or N (C or E) E Center or End Manifold 3.00 Lateral Spacing(ft) If N above,enter the elevation ft 2 Number of Laterals of the highest point. 0.158 Orifice Diameter(in) 4.00 Estimated Orifice Spacing(ft)= 11.84 ft2/orifice 2.00 Forcemain Diameter(in) 70.00 Forcemain Length(ft) Does the forcemain drain back? Y 84.00 Pump Tank Elevation(ft) Enter Y or N 3.25 System Head(ft)x 1.3 11.42 Forcemain Drainback(gal) k\T4 14.33 Vertical Lift(ft) 67.38 5x Void Volume(gal) �(1 0.96 Friction Loss(ft) 78.80 Minimum Dose Volume(gal) 0.00 In-line Filter Loss (ft) 24.90 System Demand(gpm) 18.54 Total Dynamic Head (ft) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallonsllnch Calculator lophonai i Treatment Tank Information Total Tank Capacity(gal) 1000.001 Septic Tank Capacity(gal) Total Working Liquid Depth (in) Wieser Concrete 'Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 603.00 Dose Tank Capacity(gal) Lifetime Filter Manufacturer 16.76 Dose Tank Volume(gal/in) LT 1/8 Filter Model Number Wieser Concrete Manufacturer Project: Smith New Home Page 2 of 10 Mound Plan and Cross Section Views 1 ' J Observation Pipe . © - -* _ I 10— K I• W ° 0 A I .. . . . . •+� �.{_ • L • Mound Component Dimensions A 8.00 ft E 17.60'in H 1.00 ft K 9.33 ft B 75.00 ft F 9.50 In I 9.74 ft L 93.65 ft D 14.00 in G 0.50 ft J 6.41 ft W 22.15 ft 450.00 (ft2)Dispersal Cell Area 1180.15 (fly)Basal Area Available 6.00 (gpd/ft)Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.48 (ft) ► G I H F Disperse/Ceti • 99.17 (ft)Lateral 98.87 (ft)- I — Invert Dispersal Cell •• : Q - D ® 0 Elevation • al 97.50 (ft)Contour Elevation 5.0 % Site Slope Geotextile Fabric Cover Shading Key i 1 MI— Dispersal Cell See lateral details on 10_ Topsoil Cap 1.5 ft 7_ Page 4 for number,size. 2 Subsoil Cap © O and spacing of laterals. ® � ASTM C33 Sand Laterals ere equally _ the I Tilled Layer .4 0.5 ft Typical Lateral F distributionpa from © 1 Aggregate • ® 1 centerline in the 4_ A _+ • distribution cell(Ax8). Project: Smith New Home Page 3 of 10 End Connection Lateral Layout Diagram L.rer elf[efeered over the A G e derentron •e Turn-up wrballvahrs or olsanout plug P I 1 • An Irer.lr re id►nnt N I. x— en I Motet arena on rho borrow,or rM law IIIS *au**,rancor! 1 • Fart.mail eOrnec4aon tea tee 01 Moss to marlllold at ans Dom. Lateral! 8 for ceman Sch 40 Pv< per SPS Table 384 30-5 r Number of Laterals 2 Orifice Diameter 0.188 in C (Ibr/ Lateral Diameter 1.50 in Orifice Spacing (X) 4.08 ft Lateral Length (P) 73.44 ft Orifices per Lateral 19 Lateral Spacing (S) 3.00 ft Orifice Density 11.84 ft2/orifice Lateral Flow Rate 12.45 gpm Manifold Length 3.00 fl System Flow Rate 24.90 gpm Manifold Diameter 1.50 in Total Dynamic Head 18.54 ft Forcemain Velocity 2.54 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertght Electrical as per NEC 300 and _fo, ' SPS 318.300 WAC Disconnect _+4 in min Tank component us properly vented \� �=M' . 111 ( Alt ernate outlet local on Forcernanl d4arnelet Wieser Concrete Manufacturer • . 2 in. Capacity 603.00 Gallons Volume 16.76 gal/inch A Weep hole or anti- Dimension Inches Gallons i B . siphon device A 18.28 306.32 B 3.00 50.28 Pump off elevation(ft) C 4.70 78.80 • . II__ 84.83 D 10.00 167.60 Total 35.98 603.00 D — Dose tank elevation(ft) . 1 ~— 84.00 Alarm Manuafacturer SJE Rhombus —1 Note' Switches Alarm Model Number Tank Alert containing mercury may not be used in Pump Manufacturer Zoeller this system. Pump Model Number BN151 r Pump Must Deliver 24.90 gpm at 18.54 ft TDH Project: Smith New Home Page 4 of 10 Mound System Maintenance and Operation Specifications Service Provider's Name T L Sinz Plumbing Inc. Phone 715-235-2644 POWTS Regulator's Name St Croix County Zoning Phone 715-386-4680 §vstem Flow and Load Parameters Design Flow-Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 300 gpd Maximum BOD5 220 rng/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic I 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 monthly Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Call T L Sinz Plumbing Inc. for septic tank pumping. Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1,have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30(6Xi),Wis.Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, 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 �/ r Threaded Cleanoul Sprinkler Valve Box Plug or Ball Valve Distribution Lateral 111 Long Sweep 90 or Two - 45 Degree Bends Same Diameter as Lateral Project Smith New Home Page 5 of 10 Mound System Management Plan Pursuant to SPS 383.54,Wis.Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis.Adm.Code,and shell maintained in accordance with its'component manuals ISBD-10691-P(N.01/01.R.11/12),SSWMPPrrbtication 9.6(01181),and Pressure Distribution Component Manual Ver.2.0 SBD- 10706-P(N.01101,R.10/12)1 and local or state rules pertaining to system mairterence and maintenance reporting. No one ehald 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 SPS 383.33,Wis.Adm.Code when the tanks are no longer used as POWTS oomponents. Septic or pump kink 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. Setttk Tank The septic tank shall be maintained by an individual certified to service septic tanks under s.2e1.48,Stets. 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 filler shall be assessed at bast once every 3 years by inspection. The outlet filter shal 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 liter when removed from its enclosure. If the filter is equipped with an alarm,the rater shall be serviced if the alarm Is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shell have its contents removed when the volume of sludge and scum in the tank*weeds 1/3 the liquid volume of the lank. 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 nett service reeds to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical addl Ives to enhance septic tank performance le generally not requited. However, if such products are used they shal be approved for septic tank use by the Department of Commerce. Piano Tarr The pump(dosing) tank shell be inspected at least once every 3 years. All switches, :Slums,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 tie mound shall be seeded and mulched es necessary to prevent erosion and to provide some protection from frost penetration. Traffic(other then 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 instaletbns(October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality Into the mound system may not exceed 220 moil BOD5,150 mg1L TSS,end 30 mg/L FOG for septic tank effluent or 30 mg/L BOD,,30 mg'L TSS,10 mgR.FOG,and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow sped,ied In the permt for the 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 accunulated 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 marred and if orifice clearing 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 arty levels above 6 inches considered as an Impending hydraulic Nitre requiring additional, more frequent monitoring. Continoencv Pan If the septic tank or any of its components become defective the tank or component shell 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 seine or equal performance. I the mound component falls 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 Ice leakage occurs or by removing biologically dogged absorption and dispersal media,and related piping,and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Unita The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disntection units are attached as separate documents and are considered part of the overall management plan for this system. 41,E • F;21Lt'4' 151, 1 �_- i i Flow-Mate Dose-Mate ji __., j In high head dewatering or effluent This is our fastest growing line of applications where pumping I effluent pumps.The150 series istruly performance is critical, this robust a workhorse designed for reliability family of pumps Is known for underextremeconditionslnaneffluent ' reliability,durability and performance, environment.160 series pump curves These pumps a re especially suited for cover a wide range,of applications. harsh environments. Zoeller's cool They are well suited to applications run design and corrosion-resistant, with low pressure pipe (LPP) and powder coated epoxy finish add up enhanced flow STEPsysterna.Zoeller's E•► toalong-leeting,trouble-free product. cool run design and corrosion- resistant,powder coated epoxyfinish, mai in addition to the hermetically sealed,oil-filled motor and non-clogging vortex impeller add up to a long-lasting, trouble-free product. .Lilo MA E APPLICATIONS: APPLICATIONS: lei • STEP or onsite applications • STEP or oneite applications Z • water transfer • Light commercial dewatering Cl) • Light commercial dewatering SPECIFCATIONS: SPECIFICATIONS: • 1 'A"NPT discharge • 1'A" NPTdischarge • 3/10 HP through 1/2 HP • 'A HP through 1 HP • Available in nonautomatic or with a variable level • Avelleble in automatic or nonautomatic piggyback mechanical switch • Model 137,139,140:1/2"(13 mm)spherical solids • 'Fi"(13 mm)spherical solids capacity with vortex capacity with vortex impeller thermoplastic impeller • Model 145:3/4"(19 mm)spherical solids capacity with For more information,see Technical Data Sheet FM2784 vortex impeller • Bronze construction available(139 series) • High head version available(146 series) • Double shaft seal versions available for added protection on models 140/146. For more Information,se*Technical Data Shasta FM2782,FM2783 g 1 i PUMP PERFORMM4CE CURVE I LY�i PUMP PERFORMANCE CURVE MODEL 137/139M40/145 MODEL 151/152/153 ■ •▪ �■■■■■■■■■ u- 45 fly . �■■■■■■■■■ • • ■,,■■■■■■■■ t2_ b • ■..■■■■■■■ • • ■■„■■■■■■■ 1 ,0-— ,s2 i t,. • ,'.■■■■■■■ ■��1�■■■■■■ s, _ 1• - ■■■\�■■■■■■ 2D 1• : ■■■e0■■■■■ 20 \■■■\\\■■■■ IS a a ■\''\._, ■\ ■■ •_ • ■■■\ US■■ to �� ■ • ■■■■ ■■\\■■ 2i s ' , ■■■■En■■ali ■■■■■■13■©II +0 20 >� .a so eta ro M ao ,00 • • • • • • • • • • - w&sonf MUM ll°ERB 0 •o in ,20 ,Eo too 210 700 320 300 WO ref UMW 172031 FLOW PEP UTARE m•eo 8 0 All rights reserved. ZOEl1ER PUMP CO. 1 502-771-2731 190a929-79a7 I www.soNlecoom Eilifets me f* it, r The Best Just Got Better _. - INTR O D UCING: The most efficient, the lowest Ilmaintenance, the most economical ii -- - effluent filter! • Nearly Twice the Filtering Capacity • if Estimated to go 3 Times • Longer Between Cleanings , • ' • Cleaning Made Easy • `"' • Does Not Retain Solids Between Plates • • Lowest Price • 0011CZEKRZIONEZIN - Eliminates the collection of solids inside the cartridge. - Nearly twice the filtering capacity of any other filter. O VIRTUALLYMEIMAINTENAN€E REQUIRED - By eliminating solids between plates drastically reduces the need to clean. I - Cleaning made simple and efficient. +,,,,, w _ O FILTER RATINGS ®- LT 1/8: 3500 GPD/Residential Strength Filtration 1/8" - LT — 1/16: 3350 GPD/ Residential Strength Filtration 1/16" - LT — 1/32: 3000 GPD/Recommended for Commercial use with Residential Strength - Filtration 1/32" - LT — 1/64: 2500 GPD/Recommended for Commercial usage with Residential Strength - Filtration 1/64" - 2700 Inches of Linear Filtration (Nearly Twice the Cmmnetitinnl �a nu-ooO-000141M -mu 9719—SZi—O08 ' wo.1-1 00%0/00 :MVO oars VA 'x00a N301VP1 '01 /.NM sn s1LCM lVf1NVM1 �LLd35 z\ :anod- d :A8 wl�va0 3131111/ 9 \ :MVO 'AU .0-.1 - _i/1 :31V0s 21W1-009-OOOld1M 0 w a U r Q O` z 3 ..^ g > i 0 p;m 0 M oe 0 0 m k' vi a cn E 5 Iti lk u.N .1. -....,-- 1 cis i „Ii : O ii: + f � .. m N Iw OWP ^D .Ip �Vl os i Q I.A - a J---.6C I H7 N O U I- -1 I—sr i f Ol dfl a 1 a s 1 1 1 IK / ii 1 1E 1 1. ild3 .i 1 ald0 .'--1 �•— i .9C do '1, 7 Yi liLvl J T CD /•N I I I I I h hi 1 1% // I I t I d i 1 .s 1 .ai--I_+r_£ g ,4 r I. I. / '�‘ 1 I 1 qq / 1 1 I I F 1 ! II I. 4 \ __i 1 / I I 1 I p M SV,pc, o .$ r 1 7 r .Zi-- �y U03211f1b3 1 -Ia _9S /�O U syIgIn v DD -i �o/ �i+., 4,7 ;177.7 /'/7 o T effr?",0 eSIW T,e • " .-I1 M.4.- is Y L' get tom./ '/aoy., liAtes:er. /GE/6ao 44, g3d-5-'x P4,Js oar-z.4._ .jacu� /TA)fsi /21)»p rysTfN-► Ltx 0. • L;F'ri:ye tr% /4/f g8. 671 11 rr �ava,1 E q"eO =lA6 f WELt- T 2" . 1 I I f /rya/ o / �/K/�ESS /fN rr, j I 143 3 � j��vl i�"J ':J Gig.ey - /f4'I Ih �1 L�lwc �YPC �F'f 4.44.4L 'vale._ / L,,! 0I ( 1. 97• / 82 =9c.yo' o 1 f33---• 97.4.e.' . • a r y _.-----------4— ` -' °gip ! ix, .... l\''P( n P....4.1.. it CSp T- '`? l — yyq Ws.Dept of Safety end lonal Services S e IL EV R7 • Page/of .3 • • Division of Safety end p 0 ccorda 3 221 ance wore --S 385.Wts. Adm. Code Attach complete site plan paper BA le$ th •.1 • in size.Plan moatinclu County �la(X ••r!, (BM),direction and Parcel I.D. / percent but not scale d mo: .. ...., 0110 I percent slope.scale or d l arrow,and location end distance to nearest rasa. � a 30-S0-0 Maw print ail information. Reviewed by Dew Personal jMbrO{00a you Movie,may ee used for secondary purposes(Prhecy Lew.r.15.0e(1)Cm)). i • I Property Owner Property location • 40, 4 a Jai s16e Govt.Lot ,1/41 114/,/w114S /yT 30 N R 15 core Property Owners Mating Address Lot I Block a T Swd.Name or C5M7 t!St tiY sza 64"-cf GI/ 9tete ZirTGU Awns Mu nber 1 [I City (_I Vtitage Prowl Nearest Road , li g1dfr.ucsde 7l14f I.s40r3 'lit 512G5-tioA, (71tloscl I CERA44.tReiX New Construction Use Reefoentiel I Number of bedrooms_ 3 Code derived design Sow rate 'r/.SC) GPO ❑Replacement 0 Publl er commercial commercial-Describe Parent materiel C fe t ( C!`f Flood Rein elevation it applicable R General o nvnenb end reconynendetons: • • / BoringN O pi Boring Ground /surface elev. 7 V R. Depth to limiting factor /4, in. Soil Application Rate Horizon ' Depot Dorninent Color Redox Description Texture Stnraure :,onsistence Boundary 1 Roots GPDfft ' in. Myna Qu.Sz. Cont.Color F ,Gr.Sz.Sh. •atilt •Lt 2 t Oa? t /d Ypj/B a'd Jtot44/i ow Po,- cs 2* _ , (r , Z- /- I ., /61R'(/q! srcl 4_%i46k , mv.fr cY 2•Y . • `/ , 4 , 3 f(9-33 /oYRov[p , • el 341kaGot rnvt('r c I P , , y , y s?Yip reYrkyg -Psi sewobi( Mier , CS (p , Y , S 36-S8 ro`ace/7 /.s'YR 4/8fI4sects 4'sI Am ,sit - q 5. / l • z , 4 l< IV-t.5 ./o` 11-612 Ps/ /mr ntd/S n4 P4 C S -- • 2. ' Co -7 65./e'I /p YA.SI¢ _ '£s Os, nt f'r CS -- , 5 1.0 ---2: 1 I --nng a O P,t Ground surface alev. '?4. /0 tt Depth to limiting lector 2 Z n, . Sod Application Rate Moncton Depth Dominant Color Relax Description Texture Structure :oneletence Boundary Roob GPO/ft ' in. Mtnes _ Ou.Sz. Cont.Color Gr.Bt Sh. ••'Mp1 ••Efla2 • l o-? ,/oYR 3h sr l oLA rrty,Or cS 2p , 4 , 8 2 -/'ll (o lie 4/Y , sic( 0- 44# exvfr , c$ 2•P . Y . Cr 3 f/e •Zi (e'fft Woe , t.L 4?Ata4A noir'i- ( S 2j . C ,! I Y�42-yk ro`nc Vie r.s,�,� toir fjeivet�s t l I,bfc ntv'Pr 1 S — • Y , ¢ 5 oJ ode "/8' _ 4,s l /m.4.6 A, n1 .b- e s -- , if , 4 ,Gv-bq ro yo % .?S cis , inA c S _ , s , /. 0 ; I. •Mont fr 1 n BOO ,>30<220 mg&and TBS> <150 mgA. 'Effluent a2.DOD ,c 30 rng&and TSS 30 mgrl. CST Name(Plats.Print) a CST Number 'N., I Address —4� t�M Evah,alton Corwk,cted Telephone Number 2 n'Y5 I "'Ape, (j s "/7 , go 5 f . ,3 //-2ti! Z/ 7r s f:2s- Y/ts • (-c J,; �c-r,. oarcei ID# Page 2 ol ..l Property Owner +- .` II Bnn 0 Boring Q l 3 El pit Ground surface elev. 7 44'ft. Depth to imiang factor_2.5. ('goil Aoallofon Race Horizon Depth Dominant Color RedoxDescrfpUon Texture Structure Consistence Boundary Roots GPM ' it. • Munael Ott.Sz. Cont.Color Gr.Sz.Sh. 'cf$1 *;lf 2 G-g /o It 3/2 _ ► si/ Z rose h At+f F'r c; 2 P. 1 4 , . -, 3-I ' b l / _ _ t Src/ t..vlH A1r'4' C. z , `/ ' S lei-1 ID 4104 r c:( 3r2t 4 K M w(v (' ---I , `/ r is-37 •a7--y/4 1.5 YR.irr ldspti. c / Z notiK Ai:Er r yS / . `I 4 4. 5 ► 1-'d joYF6/Y hi l'tt,Ilk m -r i c5 - V ,S' F. y,�-sz IoYtc '�� PS OS'y mcr- t C5 -- . 5' I. o Baring e 0 Boring ❑ ph Ground surface elev. . ft. Depth to smiting factor_ in. Soil Apollcatlon Rate Horizon Depth Dominant Color Redox Description Tenure Structu a Consistence Boundary i Roots GPD/II ' in. Mundt Qu.Si, Cont.Color Gr.Sz.Sh. 'iff#1 't'ff112 Boring ft 0 Boring ❑ PA Ground surface elev. ft_ Depth to limiting factor in Sod Application Rale Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft ' o. Munsell Qu.Si. Cont.Color Gr.Sz.Sh _ '?ff11 'tiff* - r—__ _.._ _.� _ i - - I-- 'Effluentftt a BOO ,>30<220 mgn.and TSS>30 <150 mgrl 'Effluent 42=BOO ,<30 mgrl and TSS <30 mgA. The f)cpt. of Safety and Professional Services is an equal opportunity service provider and employer. If you nood assistance to access services or need material in en alternate fnnna:.contact the department at 608-266-:I 5 I or TTY through Relay. Sul*n tu(ft I In I • • CHECK BOX AS AACI ICAMS. CHECK BOX AS API;K.AHLE. n SOIL EVALUATION 0 Scale: " a0' 60 a SYSTEM PAGE•�OF; SITE MAP lT �7,' PLOT PLAN PROJECT NAME: //////////, i//y ,� riot gral 10=�j/ DESIGN FLOW: GPO Pete- - e e "++5c, -(- _ /z, Attach design flow calculations for commercial plans. PROJECT ADORED Pipe Material f ASTM Standard(Tables 384.30-38 384.30.5) 100.0 Sanitary SaK�er__ . BY symbol: Iii 8M Elevation: _/ FT Force Main. BM tbacAp!on: /141/bL W*1 ei• f 0-a 6e:a pd de Sbae Gradient(%l hidra4a nosh N JMPORTANT: 610ea Gr Area Wall awned(Mapplcabte): 0 &swing an wow Show ground eSevallon conlourB at sultable Intervals. Minon the approprM sw. 4 hence.. Lit.._ d a rl1 I l •'4G 4I l,C 1 * ig ibt fr 1 zi 0,.....c., :- ,04-Lil/06. ce° tit G/Hti lyre 11 f wl,.. c a t�� •7;^RJe- , a I / / / i 1 Di TAYr. 4 1d01 er- a� 1 I i I:.6,-. II\,k_1.1.--P/1"•• 1.tP/cc7 2e.•/fS __1 r Kj APPLICATION FOR REVIEW Private Onsite ";� -Complete all paw- Wastewater Treatment NOTE: Personal information you provide may be used for secondary purposes Systems -, [Privacy Law s.15.04(1 xm).Stmts.] Division of Industry Services al ens to be E-filed. Provide SharsPoint User name below: For plan status,check our website at tringdigsgami.ODY Email technical code questions to rnailto:DSPSSBPowtSTechGwi.00r Several counties have been delegated certain authority to review plans in lieu of Division of Industry services. For a current list of those counties and their designation check our website at htto•Jldaos.wl.tloy 1. Pro]act Information-Fill In all known I (a_° Confirmation of assignment to a reviewer. Project/Site Name: O D / nkdi:% I Transaction ID: Location,Number&Street of project(if unknown,indicated nearest road) Previous Related Trans.ID: • ` 1 ('I,/ �� / Q� Estimated Completion Date: Legal Description: AJ67 /VK/74/ "11 ' 7 41 /`�fi) Assigned Reviewer: County ei;r[%I .D •_- Assigned Office: ❑City 0 Village (own of C'r le./All Mall to your office of choice below: 2. After plans are re w vieed,please: (check all that apply) La Crosse, Green Bay ❑Call customer 1,2 (circle number)' NOTE: We reserve the right to re-distribute plans to another office if ❑Requesting party wil pick up needed to reasonably balance turnaround times. Check fnm:lldaos.wl.ttoy for next available review date ❑ Mail plans to customer 1,2(circle number)' *Refers to customer number from below. 3. Complete the following deeigneriownerfrequesang Information. Utilise the check bones when designer,owner or requesting party le the earns to avoid repeating information. Designer Information(Customer 1) DSPS Other Please Specify Below(Customer 2) DWG First Name Last Name Customer Number First Name Last Name Customer Number Todd — _S:nz 139482 __ Company Name Company Herne T.L.Sinz Plumbing.Inc. __ Address Address E5609 708"Ave Cey Stets Zlp+4(9 digits) City State 27p*4(9(hgb) Menomonie WI 54751 Phone Number E-md address Cell.phone Phone Number Email address Cell phone (area code) (area code) 7152352644 custorneosenricellisinzpiumbing.com Check if applicable Check f applicable or specify relationship ❑Owner Owner • Other- •.-.•. relationsh • Information and Plan Submittal Checklists. To request electronic plan review complete the appropriate application form and e-mail it, along with your registered SharePoint usemame to DSPSSBPIanScheduletFtiWt9cQnsin,qqv. If plans are being submitted vie paper,they will be assigned to a reviewer after receipt at a DSPS office. Submittal checklists can be found in each applicable component manual appearing on the POWTS program page under Publications POWTS Components Manuals Nolmen/Onelaela Ares MPS Green Bay DEPS 2850 Midwest Dr Ste 104 2331 San Luis Place Onalaska,WI 54650 Green Bay,WI 54304 608-785-9334 920.492-5601 Fax: 608-785-9330 Fax 920-492-5604 Email:Ds '.gov ' Emelt pansSbPlenScheduleClwi.gok Make Checks Payable to: • • .. Ind ' cos OR ❑ Check box to Invol design and sign below TOTAL AMOUNT DUE s "- 0 Review Code 7533 Designer Signature SBD-10577(R 3r19) � W I IZ I I 1 I ' ► N N 888 8888 888 ' 888 $ 8 O NNM g 6 MMgbp t 11" a ~~ IPIM • O f 1 : LL 8 s Q a.. � � y A I VI s: w • . 6 pp 'iqC'8 iQsI 'qlO P G 6 .E 7 I Y raft i Q g g� g 41-CCC 8 pp g x aa itVIIA g 1 - o 15 I §88 ; Ma! x -8§ a l §81 ' 1A §8 Q Mt • N• O &— �. lV N Yf O 41611 1 i _ i 5 i sA. — e .. 0 Gt 7 B c LL o LL " c m` I : s 18 ip E a w 1 i 4 5 . �: k ' 1 I Nc- a l ' $ E n n c i z - ate i a 0 i P ❑d r $ 1 � �� I il s E s : II ; 9 .2 iv„ ,?; d .IH I t 4 § , _ j > > � r g lit i - 11 1 II 1 I - ip 1 I $ { 215 w - S C� UliB: Ug 0 rg" i IF i - . 9 Y B d 0 , 1 , , n ai ' nil h i Parcel #: 016-1030-50-110 01/18/2023 04:42 PM PAGE 1 OF 1 Alt. Parcel#: 14.30.15.225A-11 016-TOWN OF GLENWOOD Current !Xi ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 07/20/2022 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner DARREN&JOANN SMITH O-SMITH, DARREN&JOANN 1594 COUNTY ROAD X -- GLENWOOD CITY WI 54013 roperty Address(es): •=Primary Districts: SC=School SP=Special Type Dist# Description SC 2198 SCH DIST GLENWOOD CITY SP 1700 NORTHWOOD TECH • NEW FOR 2023 AFTER CSM TAKES ALL OF EA 016-1030-50-050 AND 016-1030-50-100 AND RECONFIGURES FOR 2 LOTS AND 2 OLS. Legal Description: Acres: 5.836 SEC 14 T3ON R15 PT NE NW CSM 32-7139 LOT 1 Parcel History: Date Doc# Vol/Page Type 09/19/2022 1158930 WD 07/20/2022 1156222 32/7139 CSM 08/28/2001 655015 1708/97 EZ-U 07/18/2001 651489 1682/566 AFF mon... Plat: •=Primary Tract: (S-T-R 40%160%GL) Block/Condo Bldg: 7139-CSM 32-7139 016-2022 14-30N-15W NE NW LOT 1 2023 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/29/2022 Description Class Acres Land Improve Total State Reason Totals for 2023: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch#: 547 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Sr. CR 0,1111piuNTY SANITARY SYSTEM File#: Office Use OWNERSHIP/ADDRESS FORM &lilted zsnon y Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system!This information will be provided as part of our ongoing efforts to protect public health, your well,groundwater, surface water, property values,and county resources.Once approved,this completed form and educational information will be sent to you by email. OWNER/BUYER INFORMATION Owner/Buyer tit c�•� Q-�E. + �r,�� Mailing Address City/State/Zip \e_ v�t eo\ �:.� S O\� Phone Number(required) i�)5)" i 11 i f1 j Email Address(required) at c �,er:.� (� �Y '\ . Parcel Identification Number ' ( Z.)-,- \Q Kvi C\r/� (found on the property tax bill) `(` + NEW SYSTEM: LEGAL DESCRIPTION Property Location k 1/4,!�t( 1/4,Sec. 1 T N R 1S W,Town of Subdivision Plat vo\ etc, �S A\_ e 1\3`l , Lot#q . Certified Survey Map I \\ {o �.�> Volume 3 2 Page# 717/ . Warranty Deed I \S (before 2006)Volume Page# Number of bedrooms 'S Spec house O yes I9kno Lot lines identifiable 0(yes 0 no OFFICE I ISE ONLY �/ New Property Address I 76 3/5 /h s G I erlw�0 >'5 013 (Verification of new address required from Community Development Department for new construction.) /)-cf t� / 2c� ,223 (Staff Initials) (Date) This form must be submitted with all Private Onsite Water Treatment System(POWTS)applications. New System:Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department-Land Use Division 715-386-4680 St Croix County Government Center 715-245-4250 Fax alfjesccwi.gov 1101 Carmichael Road, Hudson,WI 54016 www.sccvei.gov <11111 x 0 0 H Hd 11111111 . Doan • Nay DDDm 0000 4111 4g Z DeoO o DDan ' � 'd Demo Q Z k Demo 0 0 V Demo V (,1.] .J1111III111i C4 0000 -‹ Deem �, • 0000 0000 p ►aaiuiiinI 1y I000 000 n H. ,1 . D5o �� c 0cn a.) Wg 0 0. Oh ', = V ® mij Z T a • �)I e �� x 1� I 1- w Od Z O .1\ ni II 11 i_ 1® 7 4 N 0 , cn 11 . gym,,a dri ' am 5 s U 1 1 a i N ' o 09 a t W K i C a cat F 1=1 e@1 1��1 ,;, , i 'I a II �< �- 0 � 1 11 i N r i— Cs1 'I ts:l C7 co /�•�1 7u.UI C x• _y PCl R -- G N s I. 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I, /CO i - < . uIuIuIuI _ DODD DODO H DDDD O 000 Liii 1F9 DDOO D▪DDD O ' 9l DDDD a000 oaao DDDD 000o a I .1 rauuuu c 00o cli F N IH N 0-w S yy- E VIn z b4 ,-. m- \\ f uoo ���� °"O" 0.0 Q ..--• La co �!B /11 0 'FI, :1 ..,FIRRI 0` o al dddt P N ■ iEE al ti INI -1 . 7 it K /I • re c.) ao % H W ^ FWji4 d(yL /,/ ./ /I L '' a O S y >i % ix C a L . E II 1 I Mt . , -. VIIH g q 4 t°' i FE N ho _ 1 111 ! 6 4► o o • ~ N N O Q i I • d cn a ;i E N s �F• /y•: o i a -o =_a ' 0 a O.= i ' +r f. 1 • \ al i A 1 - sid Qsi+ qq 8 ' _ I b i A 1 • • i tar NZ . O re u U y,e` co P J t • 1 I e 1144::i\l‘ ir/11 P I i 5 14 l dr: II N Z I \IL I I! I It 5 , 1 1 At—.1e 'G, \ 11 it t O D ;; 1 i 1 � i! a �6 I 1 fl a J i ``\`�` N ` I - L,, w I Ii; 1i9 WI— \ , Lc `\ �wivamrii� i O cu N L f 0g z a (i) N d. aJ x. N Q ! l p w:: C L 1111111 -c t4= i n e i 1 I I Ili II ill III i it 1 1* I c.,__. a. % 1 > C !1 s 4JIIILEA -- s J[ I !I11I! 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NSA MOM !1 1 1 ,.,_,� ' i • 1158930 BETH PABST REGISTER OF DEEDS State Bar of Wisconsin Farm 1-2003 ST.CROIX CO.,WI WARRANTY DIED RECEIVED FOR RECORD 09/19/2022 02:53 PM EXEMPT*: poemmmt Number '�dN®s REC FEE 30.00 TRANS FEE 41.10 BY THIS DEED,James H.Johnston and Lucinda S.Johnston,husband and 1 PAGES: 3 wife,an undivided 1/2Intereest,and Judith A.Mills,andMded Y Interest, ••The above recording information (hereinafter"Granter,"whether one or rmre),convey and warrant to Darren Smith verifies that this document has and JoAnn Smith,husband and wife as survivorship marital property,(hereinafter been electronically recorded "Grantee,"whether one or ranee), fallowing described real estate in St.Croix &returned to the submlmr County,State of Wisconsin: SEE ATTACHED E7oIIBIT A RecontingArea . -- Nome sad Return Addre -sr St Croix County Abstract&Title Co.,Inc. Exception to warranties: easements,restrictions and covenants of record;highway and 575 N.Knowles Ave.,Suite/RI street rights of way,and Municipal and zoning ordinance.and agreements entered New Richmond,WI 54017 under them;and thither except real estate taxes accruing m the year of this conveyance. 016-1030-50-050(pan eq.010-1030-50-100(pert on Parcel Idantiftadiee Number(PIN) Dated Q 1 1 4 1 z b 2-2 This IS NOT homestead property0.11e t. . fi j (SEAL) (SEAL)_ J + James H. H.Johnston • eta S.Johnston "u0,0 a e�'pTAq`��� AUTHENTICATION ACIWOWLYD(i t1 Signatures) 1* * :* STATE OF LYE- � .p U $ells.i/0�.� •• ter vit authenticated on - Up t,X COUNTY — -- `/, Zrya'Ctlutttriiui • Personally came before me on q • TITLE:MEMBER STATE BAR OF WISCONSIN the above-named James H.Johnston and Lucinda S. Johnston,husband aid wife,an undivided'A Interest afno4 to me known to be the person(e)who executed the foregoing authorized by Win Scat. 706.06) went and acknowledged the same. THIS INSTRUMENT DRAFTED BY: /+(i a� ' St.Croix County Abstract&Title Co.,Inc. • Samantha • 1A1...' 4-L S ta2 Olson at the direction of the Grantor. 22-S34400 Notary Public,State of t.J S My Commission(is permanent)(expires: 1 ) (Bleect,w may be authenticated or aeJ<sewledgsd. Botb ere sot mueseery.) NOTE:THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED O 2003 STATE BAR OF WISCONSIN FORM NO.1-20D3 •Type name below signatures. St.Croix County 1158930 Pape 1 of 3 22-S34400 L � Dated this / > — day of September, 2022 Jud A.Mills AUTHENTICATION ACKNOWLEDGMENT Signatures authenticated 19 day of September, STATE OF T r ,ca5 2022 COUNTY OF f—f4,r(dc } ss. • TITLE:MEMBER STATE BAR OF WISCONSIN (If not, authorized by§ 706.06.Wis. Stets.) Personally came before me this day of September, 2022,the above named Judith A.Mills,an undivided Y interest,to me known to be the person(s)who executed the foregoing instrument and acknowledge the same. F .• RYAN BROWN �' � f, .k,y�•; Notary Public.Slate of TexasV7t." rwcCommEHpiros10-07.2024 (d/144/• ___-- ?or:1V Notary ID 13085500.1 Notary Public County, Hqr(i My Commission is permanent. (if not, state expiration date: (Signatures may be authenticated or acknowledged. ) ro-0 1 -aoata Both are not necessary.) 'Nren.m of persons signing hi any capacity should b0 typed w primed Clow then signatures. Legal Description Exhibit A Lot 1 of Certified Survey Map, filed July 20, 2022, in Vol of C.S.M., pg. 7139, as Doc. No. 1156222; located in part of the Northeast Quarter of the Northwest Quarter (NEY, of the NW'/4) of Section 14, Township 30 North, Range 15 West, Town of Glenwood, St. Croix County, Wisconsin; including part of Certified Survey Map, filed June 15, 2001, in Vol. 15 of C.S.M., pg. 4110, as Doc. No. 048361. 0 0 1156222 SETM PABST REGISTER OP DEEDS CERTIFIEDSURVEY MAP RE EST.CROLIC CO.,IVED OR RECORD /20/2022 11:03 AM THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER CERTIFIED SURVEY MAP OF SECTION 14,TOWNSHIP 30 NORTH,RANGE 15 WEST, VOLUME:32 TOWN OF GLENWOOD,ST.CROIX COUNTY,WISCONSIN; PAGE:7139 INCLUDING CERTIFIED SURVEY MAP,VOLUME 15,PAGE 4110, REC FEE: 2.00 DOCUMENT NUMBER 648361. ►AGES:2 Northwest Corner UNPLAT1ED µOS° 160th Avenue I LOT 1 CAI Section 14-30-15 LANDS 2634.74' (s89'5r4rE) L Survey Mark Nail S89'48'03'E 1317.3T til , voLa PA 21e2 i • f_589'48•03'E — _-4.4nA '-- Effie__ ti1317.37' -\ 448.9T 28B.91r .------r---- ----- • 24.78' N89'31'53"E 21.29 i �+ 2t,34 548.45 North 1/4 Corner LOT 1,-cS1I Y' td„s 9"58535 i-E 262,494 sq.ft. i Section 14-30-15 va.1s, P3 4099 %. w_ 6.026 acres I Survey Mark Nail N23'11'14"W Uut+ ind. r-o-w I _ R/W 233.40' m' .6' OUTLOT 2 d5,I N§§ varte i LOT 1 .area�.z z -14 232,238 sq.tt.'j J 0ct4 254.211 aq.ft. g I Plainate Flood sr 3e.. 5.331 ocres 4 I ni a' // 5.836 ocres �1 Per ,exd. r-o-w t Incl. r-o-w lb Panel 55109E02135E. - A or 1 sa9'ss'20�E 3'3 >E co i 248,228 sq.ft. 5 a e-�" ' — SSW •41-11°� • 5.699 acres cf, excl. r-o-w .. N • .�_wt�lnd • ` -. 'tic • ma • UNPLATTED >I `NA` /' , et.--,.`_Setback Life S89'•5•5.20' 1 .,00' n LANDS j�no name ' i/'� •i 7- _J_.0: w +Ni c° LOT 2 area _ � ���' -` ' l?�, DLO.2 � k1 12 \ti G / 1 • A house I I 1i 1� t18,206 ft. u i H7J. 1I > 2,714 acres -;,OUTLOT 1 -- rer ,.s.,J7• J j IN incl. f-o-w N �- _ _ 105,465 sq.ft. s 1,091,080 sq fl.� d L.'�.i• `� 84z 2t•< I ±" 2.421 acres 25.048 acres ` °NwM 75' �•�see 1 r� I. excl. r-o-w Ind. r-a-w \ Setback Una 1 d91!-ih' -� t. D' `wetland a `�_' t 1 * PR PARED FOR: 1 Dartln&JoAnn Smith 1,061,974 24.380 ocreaf t. °idiots to be N NI i N 1594 Cty Rd'x' exd, r-o-w retained by owner m al I N X Glenwood City,WI 54013 for Ag/Rec use. S0'�t n'i, ' ------ 0 1263.34' ' ' UNPLATTED I N89'47'28°W 1313.34' - LANDS 1 UNPLATTED 5". 151158th Avenue --- •I LATTE LANDS o� UNPD_ Approximate wetland location per 'This map contains areas that are subject to kV - LANDs Wisconsin DNR Surface Water Data Shoreland Overlay Zoning District and Floodplain i* _ Viewer map,if constructing near Overly Zoning District Additional restrictions -�_South 1/4 Comer mappedapply.Contact the CommunityDevelopment 0 Survey 14-30-15Nail wetlands,a wetland P Survey Mark Nail delineation may be required. Department for further information.' DETAIL I not t0 scale I O. 45' Each parcel on this map is subject to State and County laws,rules and .1 regulations(i.e.wetlands,minimum lot size,access to parcels,density 2,�ti 1°r 13�Jr • limitations,etc.).Before purEhasing or developing any parcel,contact the 22.77.\y Communi Development Department1PJT• ty op and Town Board for advice. r-o-w corners r 4 All Lots and Outlots are zoned R-1, fall in creek r„I \17.00' Residential District which allows 1 principal rr,I N893r341Y P P DRAFTED BY: ml so' 45' A/' dwelling per 10 acres.Please contact the Joel A.Brandt " r/Y Community Development Department for JB Surveying LLC i more information. SCALE: 1" - 300' Glenwood City,WI 7V. COit 4: i 0' 300' 600' 7`''rA 1 */ wean Completion Date LEGEND .1 June 2022 •.._. Found Government Corner r'.81l atr North is referenced to the Nerfified Government Corner) _ �., ■ North Line of the Northwest o Set 3/4"x 18" Iron Rebar -. ,e " weighing 1.502 lbs./foot s Quarter of Section 14-30-15, .•,•,- Found 1-5/16" Iron Pipe (n1 i ' '�•a.. . which bears S89°48'03'E •...._ Computed Postition u"-` itvo- (St. Croix County Grid System) (o.00')--- Recorded Data Sheet 1 of 2 Sheets 3a-7139 St Croix County 11'16277 Page 1 of 2 0 0 CERTIFIED SURVEY MAP THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14,TOWNSHIP 30 NORTH,RANGE 15 WEST, TOWN OF GLENWOOD,ST.CROIX COUNTY,WISCONSIN; INCLUDING CERTIFIED SURVEY MAP,VOLUME 15,PAGE 4110, DOCUMENT NUMBER 648361. DESCRIPTION The Northeast quarter of the Northwest quarter of Section 14,Township 30 North, Range 15 West,Town of Glenwood, St Croix County, Wisconsin; including Certified Survey Map, Volume 15, Page 4110, Document Number 648361; more particularly described as follows: Beginning at the North quarter corner of said Section 14;thence S00°02'26'W, along the north-south quarter line of said section, a distance of 1312.30 feet to the southeast corner of the Northeast quarter of the Northwest quarter of said section and south line thereof,thence N89°47'28'W, along said south line, a distance of 1313.34 feet to the southwest corner of said Northeast quarter of the Northwest quarter and west line thereof; thence N00°08'08'W, along said west line, a distance of 1312.09 feet to the northwest corner of said Northeast quarter of the Northwest quarter and north line thereof;thence S89°48'03'E, along said north line, a distance of 1317.37 feet to the point of beginning.The described parcel contains 1,725,991 square feet (39.623 acres), and is subject to easements of record. SURVEYOR'S CERTIFICATE I, Joel A. Brandt Professional Land Surveyor, hereby certify:That I have Surveyed, Divided,and Mapped the above described parcel of land in compliance with the provisions of Chapter 236.34 of the Wisconsin State Statutes, along with the provisions of St. Croix County and in compliance with Chapter A-E 7 of the Wisconsin Administrative Code 'Minimum Standards for Property Surveys' in surveying,dividing and mapping the same.That such map is a correct representation of the exterior boundaries of the land surveyed and the subdivision thereof made, and was done by the direction of Darrin Smith. S - Joel A. Brandt, P.L.S. S-2603 * JoaA NNW * Approved JB SURVEYING LLC �.__o1M 18 ; •,,,,,,,,,,,,,,,,, 'Conmuniy Development STATE OF WISCONSIN) COUNTY OF ST. CROIX) SS I,� •�- oA ,the duly elected,qualified and acting treasurer of the county of St Croix, do hereby certify that the records in my office show no unredeemed tax sales and no unpaid taxes or special assessments as of 241 2,02.2 affecting the lands of this Certified Survey Map. • ate T asurer Sheet 2 of 2 Sheets 3a- —7)39 St.Croix County 1156222 Page 2 of l) A L MM CSi-c2ra / — yyq Ws. Dept of Safety and Pro ,ssionalServicess 2021 St IL EVALUATION REPORT Page / of 3 Division of Safety and Build, •s DEC EC. ir.accordance witn S'S 385,Wis. Adm. Code County Spit, ercK•r/ Attach complete site plan o paper stt�ateitHatierlY12 ' in es in size. Plan must `` / include.but not limited to:v rti eoribor�oEtBV:-,,f,=t�'-1 - t(BM).direction and Parcel LD}�i 110�10 30 10 ,(D percent sloce. scale or dim • . no arrow. and location and distance to nearest road. Sciil IIDate bV _ Please print all information. �'I� �� Personal information you orowoe may De used for secondary purposes(Privacy Law.s. 15.04(')(m)). 1 f Property Owner Property Location Mailing Address/ st Govt.Lot /,/6 114// i t/4 S l 4--/ T 3 G N R j 5 �E(o') 7 I Property Owners Mai �� Jc ng� dre ss 7 Lot# Block# Subd.Name or CS M 3z- /J3f lyyy 326f"-s-tf.City State Zip Code Phone Number ❑City ❑Village (Town Neares;Road C7t..• e4 Lk) , ISgor3 I ( ?( 5) 2 ,5-YcY4 r7letiveod 1 Cac,t4yRe) X New Construction Use: estoential I Number of bedrooms 3 Code derived design flow rate '`,/SU GPD Replacement ❑ Publliic-pr commercial- Describe: Parent matenal ^C-7/a t'id-( trr( Flood Plain elevation if applicable F. General comments � Cr(l11 m rli\- and recomendatio S. 0 Bonng / Boring# ❑ 97.77 ft. Depth to limiting factor _no in. pit Ground surface elev. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPD/ft ' in. Munsef Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 *10#2 / o-Q /cYR3/Z Si Zntetbn i my-co- c 2-P , 4, , 8 2- /- i9 it,1gY/y , sic( Z,l .hk ntulr _ SS Z{= , Y i , 4 t 3 (9-33 [c yrtY/4, f » Cl 1 3 .oL/ my r CS' 1 V I y 333(el ibYR /F! I 1 ifsl Z,.Q4'k mar C3 I rl' . `I , 1 S 34,-Sg (0Ytt4/y I -.5.VIZ '/SS 'N .yds' cs1 /irtabls nl✓fr 9j S I P • 1 I . ee I (e 38- ,'3 loyR-e/b' Psi ,/igab/•s nib', cS — • 2 I . 4P I7 G23 I la Yat 4 f.5 651 r►,f r- CS — , 5 /• o ' ® Boring Z Boring# ❑ Pit Ground surface elev. 14.947 ft. Depth to limiting fact, in. Soil Application Rate Horizon 1 Depth 'Dominant Color Redox Description Texture I Structure Consistence 1Boundary Roots { GPDIft ' in. Munsell Co.Sz. Cont.Color i _Gr.Si. Sh. II 'Eff#l 'Eff#2 / o-? loYr2 34 Sr" .2.Kabfs �nvt2r 1 11 CS 2 , 4 , 8 Z !?'14, (oYR4/'{ sic/ ,208=46K AtYrr- c5 2P . K . (P (lu -2?.I (blk lfte e 1 ,s4:7.iltezi,e "Nke'cr C S 2-�-' : `Y ,4 'i 22 y /ova y/r� I•r.sY�C b/��'ldspr(i e ( `2n-btc A.1V r- 7 S 1 ..-- I �L i , 4, 5 IHb`4a 16Ye iek 1 fSI in146K M r- C S' i / ,• /P -62 /o•1le 5/4 t 5 �S•J n,/6r I C S _ . 5 /• o 1 I l 'Effluent#1 =BOO ,>30<220 mg/L and TSS> C <150 mg/L -Effluent#2=BOD •<30 mg/L and TSS <30 mg/L CST Name(Please Print) A Si atur CST Number /Lt,clLa.42•I fit if.er5 �c.!---' 26, 7 515 Aoaress Date Evaluation Conducted Telephone Number 2Qd3 lSo14''14.4 �ifn•ae.e1 , w/ Site i3 //-2i 2va/ 71 s • 24C— Yii5 onn a^,n.n •r . Property Owner PL1-e• Jz4.4 kv� Parcel ID# Page 2- of 3 3 Boring# ga Boring Q /_ c ❑ Pit Ground surface elev. 17 l'c ft. Depth to limiting factor Z 5 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO//h t in. Munsell Qu.Sz. Cont.Color _Gr.Sz.Sh. _ 'Eifel '`cff#2 / 0- g /ova5/2 sil 2/ria6h My ?r cs' 2P' r rg 2. 8-/9 /d yiz-`Uy Sic. / 2ot4lbk My l''r c$ 21 r if . /(P 3 //-0Ibkikgbe c ( 34(d k tr /K ,s- C5 IF , q rY q z5I( /bYI>t.'1/4 ,?.5Yeqpf)elSer3 CI 1,24t6/ /IVF'►� , 95 ( f r 1 . r4. 5 37 Ca 1&Y/2-4iy ppl jikitik men , cS -a'), (p 4 8-5-Z /oYfc54 Pr Usf Ater cs — I , 5 /. a Boring ❑ Boring ❑ Pit Ground surface elev. ft Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Coiorl Redox Description l Texture Structure Consistence under)/ Roots GPD/ft in. Munsell I Qu.Sz. Cont Color Gr.Sz.Sh. -,iff#1 '_ff#2 Boring* ID Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth I Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz Sh. 'fffibt If** I 1 •Effluent#1 =BOO r>30<220 mg/I.and TSS>30 <150 rng/L 'Effluent#2=BOO .<30 rng/L and TSS <30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format.contact the department at 608-266-?151 or TTY through Rclay. seo4730nenn u • CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE. n SOIL EVALUATION Scale: 1"'40' / SYSTEM PAGE3OF3 SITE MAP 0 a%/fif� `% PLOT PLAN PROJECT NAME: f//77/7////A // / Pz4 t id S�+� it a WWI 10//// DESIGN FLOW GPO Attach design flow calculations for commercial plans. PROJECT AOOREc �M\ Pipe Material/ASTM Standard(Tables 384.303 6 384.30 5) 8M Symbol: 4 l3M Elevation: /� 100.0 FT `AJ Sanitary Sewer_ _. BM Dn.cnptbn: ems//iL E/solvee jr-0- Ae:c ,rtdi Force Main: L+ac t.north by )MPORTANT: Slope Gradient(%) of Tested Area: Well symbol id apt table): O drawing an sow, Show ground elevation contours at suitable intervals. on the myopia the. h .� Er •ne_ — — t4 -- Ain t � / Ii T lI I 1 Y I 4i ` / L1 a n1 sr I = o.�, t> = Ie./ik U Owe 41'e`l -��' 0. - I{ 1tc.:G k _i y;legit- 4 / / / I tY I / $z =94•7o -oI I 1 I I e3= 9 1/4•. -,1 ill ....4 a 4 b,,_:i,:_.A,-„,-,-A (IAPlesT 21..193S f r Yr ' ,-1TA---2 , , - 65--p2. u ORIGINAL .. . • •N.k, • . . ., c 8- D - 03, 8k; 16.: ‘: I.'N \ • '. ..,, i E . r r•- P. '',' --. , _ 32 ‘ • i '\ \.• •••••• t .... . ;ie.-- + . . -8 • g ! 1 • ••?•,.. 1 /4*.: - r j • .1- ) ) •4 44. , • '''* ' ,' i .4 - ,1 I 1 ; \ A .. -1., -1- ' ...., - 4 ,.. _,i , , ›.-. 6 i 8 , 0 • g i, • .., __-. , - g } _ ---- _ _ o - 7- - f,- f -----.7.,... ., ......4.4-..;..- , - _, ,- . o 1 '' )l' . 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N co 4 W 4.--. 4. 7 `�'•., to LOT 1 -• <`. ch • ' 01 299.78' 0crP4i1p v• S89'55'20"E •,.\ 3 a \ /n �9. 2Si �o n r ( CO LOT 2 -t ` jii-' \,` 1 A :' J r I W :IT: 8 PREPARED FOR: �• f Danin&JoAnn Smith I 1594 Cty Rd X Glenwood City,WI 54013 PREPARED BY: North is referenced to the Joel A.Brandt North Line of the Northwest SCALE:1'=200' JB Surveying LLC Quarter of Section 14-30-15, 966 Rustic Rd 3 which bears S89'48'03'E 0' 200' 400' Glenwood City,WI (St Croix County Grid System) SOIL TES'1'• LCATON ..' U ORIGINAL IR C EIVED CERTIFIED SURVEY MAP JUN 06 2022 THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER St.Croix County Community Development OF SECTION 14,TOWNSHIP 30 NORTH,RANGE 15 WEST, TOWN OF GLEWOOD,ST.CROIX COUNTY,WISCONSIN. C6.01-2o)aa-c36 INCLUDING LOT 1,CERTIFIED SURVEY MAP,VOLUME 15, PAGE 4110,DOCUMENT NUMBER 648361. Northwest Corner UNPLATTED 160th Avenue Lor ,�cs+ Section 14-30-15 12634.75' LANDS Survey Mark Nail1 va.e. Pq 2182 Y S89'48'03'E 1317.37' ; f589'48'03"E — ---440.63.-- 296.91'_4416tee_57983. T --r___0 ` , 299.78' 448.72` - 289.18' �1-213r-�.45'-- 'q21 r•+24.78 Qto North 1/4 Corner LOT 1,CSII 589.'31'51.W . u+m 1264.30' 262,494 sq.ft. Section 14-30-15 vol.15. P.9 4099 V. 001- 6.026 acres Survey Mark Nail S22'34'18'E �; , incl. r-o-w 235.62' F OUTLOT 2 33• varies LOT 1 area = Z 4", 232,238 sq.ft. o ,'' 254,211 sq.ft. 8 8 N 7s. 5.331 acres 0 7 5.836 acres ti g m soil ,,p it,• excl. r-o-w ci / incl. r-o-w Co. m ' tests - ,:�f. F` rot. / 248,228 sq.ft. f LOT 1 S89'S5'20"E rn UNPLATTED 5.699 acres • 266.78' L r^ i LANDS UNPLATTED a 4,T.o•r'6J . Is E 3'00X LANDS a OUTLOT 1 -0.� �~N h USe 1O 1 T LOT 2 area 1.091,082 sq.ft. • 233.77. i LOT 2 Eli 0 118,207 sq.ft. w incl. r 5.048 ocres 374.0 • 45 i o' 2.714N734 ' ? t�sa IclrOfw 0 1,068,313 sq.ft. w -1 105,465 sq.ft. - 24.525 acres 34 37• ,,I c 2.421 acres excl. r-o-w o1 S excl. r-o-w -I IL- PREPARED FOR: I Darrin&JoAnn Smith 33'50' c 1594 Cty Rd'X' i o 33.00' I U Glenwood City,WI 54013 1280.34' ______ S89'47'28'E 1313.34' I i1 I UN PLATTED LAND UNPLATTED i UNPLATTED S ; - UN LANDS 1 L_ANDS Approximate wetland location per 'This map contains areas that are subject to Wisconsin DNR Surface Water Data Shoreland Overlay Zoning District and Floodplain Viewer map,if constructing near Overly Zoning District Additional restrictions mapped wetlands,a wetland apply.Contact the Community Development Completion Date delineation may be required. Department for further information.' June 2022 Each parcel on this map is subject to State and SCALE: 1" = 300' County laws,rules and regulations0.e.wetlands, 1 I minimum lot size,access to parcels,density limitations,etc.). Before purchasing or developing 0' 300' 600' any parcel,contact the Community Development ,t�• Department and Town Board for advice. J�/ All Lots and Outlots are zoned R-1,Residential I District which allows 1 principal dwelling per 10 1tr %I-__ g acres.Please contact the Community i,*►c I Development Department for more information. LEGEND DRAFTED BY: .1 Joel A.Brandt North is referenced to the a Found Government Comer JB Surveying LLC North Line of the Northwest (Verfified Government Corner) Glenwood City,WI o Set 3/4" x 18' Iron Rebar Quarter of Section 14-30-15, weighing 1.502 lbs./foot which bears 589°48'03'E Found 1.25' Iron Pipe (St.Croix County Grid System) (om') Recorded Data Sheet 1 of 2 Sheets W E + Z 9 A O I i 1 U. icti If) 0 elillI I J9 N t fvq E. P' f fit in tin..... I ittp ., ! ........ Rill 1 ilk-Iii Vi. a 0 C) . ~ 0 . di $ Mil I W U oa II W w mmal O 0 � a �a �" a =� Afsk I�'�I AO 4,...7.:;.,139 a igi silent z i O .1* N z w 4 . l'. ow 4, x i i ,..,...-t 1-1 A z -.1 , ,pj WIIIN 1-4 'C's-') V ; gt . • (4110 Ziv% 04 0 4 ,..., z (,,, 'PI .4, ,c ....._ • .M ., d x _�o CAAi,Al . s . 4'1... .. ig te. #1 .' k -: k . 1 ' A( • O H W Or 9= " I 11 0 4