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Home My WebLink About042-1085-60-610 (2)Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 648495 GENERAL INFORMATION State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village Township Parcel Tax No: GLENRIDGE PROPERTIES LLC TOWN OF WARREN 042-1085-60-610 CST BM Elev: Insp. BM Elev: BM Description: Sectionfrown/Range/Map No: 31.29.18.479A-610 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM STATION BS HI FS ELEV. Benchmark Alt. BM Bldg. Sewer St/Ht Inlet St/Ht Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Bot. System Final Grade St Cover BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO I P/L JBLDG 1WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR UNIT Type Of System: Model Number: DISTRIBUTION SYSTEM Header/Manifold I Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bedfrrench Edges Topsoil 0 Yes 0 No 0 Yes � No COMMENTS: (Include code discrepencies, persons present, etc.) Location: No Address Available 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? [* Yes [* No Use other side for additional information. I� JI�I JI Date SBD-6710 (R.3/97) Inspection #1: Insepctor's Signature Inspection #2: Cert. No. County SAN-2023-107 - ' industry Services Division St. Croix - , D ", RECEIVED 1400 E Washington Ave Sanitary Permit Number (to be filled;i-nbyCo.) S p $ 06/08/2023 P.O. Box 7162 Madison, Wl 53707-7162 q g qg6--- Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Project Address (if different than mailing address) is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.0 1 m , Stats. I. Application Information — Please Print All Information Property Owners Name Andrew & Samantha James Parcel # 1 042-1085 60 bl Property Owner's Mailing Address Property Location 409 Sarah Circle Govt. Lot SW '/4, NE'/4, Section 31 City, State Zip Code Phone Number Baldwin, WI 54002 (circle one) T29N R18Eoro 11. Type of Building (check all that apply) Lot # ® 1 or 2 Family Dwelling — Number of Bedrooms I Subdivision Name ❑ Public/Commercial — Describe Use Block # — ❑ City of ❑ State Owned — Describe Use ❑ Village of / 1 CSM Number L 3�^�2� J zpo& �, 006. IM 533 ® Town of Warren Ill. T of Check only one box on line A. Complete line B if applicable) A. ® New System ® R em stem ❑ Treatment/Holding Tank Replacement Onlv ❑ Other Modification to Existing System (explain) ❑ Permit Renewal ❑ Permit Revision ❑ Change of Permit Transfer to New List Previous Permit Number and Date Issued B. Before Expiration Plumber FORner stem/Com onent/Device: Check all that apply) ® Non -Pressurized In -Ground ElPressurized In -Ground ElAt-GradeElMound > 24 in. of suitable soil El Mound < 24 in. of suitable soil Holding Tank Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: 2 3 y '?0 EZ H&I.t Design Flow (gpd) Design Soil Application Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 450 Rate(gpdsf) 643 700 93.4, 92.9r 0.7 Vt. Tank Info Capacity in Ppi , ,p_� �S� Gallons Total # of Units "� Manufacturer 9 o U 2 New Tanks Existing Tanks Gallons 2! a CJ cn y�- Septic or Holding Tank 1000 1000 1 Wieser Concrete ® ❑ ❑ ❑ ❑ I I I ❑ ❑ ❑ ❑ ❑ Dosing Chamber VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plum s ' tue F/MPRS Number Business Phone Number John Schmitt 760 715-760-0486 Plumber's Address (Street, City, State, Zip Code) � 586 Valley View Trail, Somerset. WI 54025 VHI. County/ eartment Use Only Approved roved Permit Fee Date issued Issuing Agent Signature easo $ 5 3 �� 6�2�23 Ih. Conditions o Approve I 5�� '�S s /✓1$� �� e `•'— ""� SYSTEM OWNER: .3 V /tom 1. Septic tank, effluent filter and dispersal cell �J / 1^ must be serviced I maintained per \ _ �J.► � .,, _ , , ^ �"' „ n , n , p .,r management plan provided by plulu mber. a.✓�Jb V v`"-'�" �d+� _ _ e 1K/�"�"-'_ 2. All setback requirements must be maintained J as per applicable code / ordinances. Attach to complete mans for me system anti P-i— SBD-6398 (R03/14) SYSTEM PLOT PLAN A James 3 Bedroom Septic System Project Address: 100th Street BM1 Symbol: A BM Elevation: 100.00' BM Description: Top of 3/4" rebar lot comer marker BM2 Symbol: A BM Elevation: 97.21' BM Description: Top of 2" PVC pipe at drainage easment comer Slope Gradient of Tested Area: (6%) Well Symbol (if applicable) Notes: See CSM for full view of lot Design Flow: 450 GPD Attach design flow calculations for commercial plans: Pipe Materials / ASTM Standard Tables 384.30-3 & 384.30-5 4" SCH 40 PVC pipe ASTM- D2665 4" SCH 3034 PVC pipe ASTM-D3034 Line jWo jProposed 3 Bedroom jHouse CProposed WLP1000-MR 1 Septic Tank w! Polylok 525 Effluent filter 1 i Drainage 1, Easment 1 1 1 6% slope BM2 B "6; Proposed Well o Garage Proposed Driveway Property Line BM1 Property Line T2 13 97 B3 —^ 98' CONVENTIONAL COMPONENT DESIGN c -1, INDEX AND TITLE PAGE Project Name: James 3 Bedroom Septic System Owners Name: Andrew & Samantha James Owner's Address 409 Sarah Circle Baldwin, Wt 54002 Legal Description: SW1/4, NE1/4, S31, T29N, R18W Township Warren County: St. Croix Subdivision Name: Lot Number: 1 Block Number Parcel I.D. Number 042-1085-60-610 Plan Transaction No. Page 1 Index and title Page 2 Plot Plan Page 3 Septic Tank Specifications Page 4 Effluent Filter Information Page 5 System Sizing & Cross Section Page 6 EZ Flow Information Page 7 Management and contingency plan Page 8 Sanitary System Ownership/Address Form Page 9 Warranty Deed Page 10 CSM or Plat Attachment 1 Soil Evaluation Report Designer: John Schmitt Licnese Number: MPRS 223760 Date: 6/8/2023 Phone Number: 715-760-0486 Signature: In -Ground Soil Absorption Component Manual Version 2.1 May 2022 Page 1 SYSTEM PLOT PLAN A James 3 Bedroom Septic System Project Address: 100th Street BM1 Symbol: A BM Elevation: 100.00' BM Description: Top of 3/4" rebar lot comer marker BM2 Symbol: A BM Elevation: 97.21' BM Description: Top of 2" PVC pipe at drainage easment comer Slope Gradient of Tested Area: (6%) Well Symbol (if applicable) Notes: See CSM for full view of lot Design Flow: 450 GPD Attach design flow calculations for commercial plans: Pipe Materials / ASTM Standard Tables 384.30-3 & 384.30-5 4" SCH 40 PVC pipe ASTM- D2665 4" SCH 3034 PVC pipe ASTM-D3034 Line jWo jProposed 3 Bedroom jHouse CProposed WLP1000-MR 1 Septic Tank w! Polylok 525 Effluent filter 1 i Drainage 1, Easment 1 1 1 6% slope BM2 B "6; Proposed Well o Garage Proposed Driveway Property Line BM1 Property Line T2 13 97 �\ B3 —^ 98' 4" CAST -A -SEAL 8' - 8" FILTER OR iiI BAFFLE WLP 1000- M R TANK SPECIFICATIONS DIMENSIONS: WALL: 2 1 /2" 4" CAST -A -SEAL BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53 1 /4" LENGTH: 8'-8" WIDTH: 7'-2" BELOW INLET: 42" LIQUID LEVEL: 36" WEIGHT. 6,790 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY. 27.83 GAL/IN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 1,085 GALLONS LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC / HOLDING / PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) i PUMP PAD TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: PALY.tox"Inc. Innovations in Precast Drainage ' Zabel` & Wastewater Products 0 A Division of PoMok Inc. PL-525 Effluent Filter PL-525 Filter The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. Features: • Rated for 10,000 GPD (gallons per day). • 525 linear feet of 1/16" filtration. • Accepts 4" and 6" SCHD 40 pipe. • Built in gas deflector. • Automatic shut-off ball when filter is removed. • Alarm accessibility. • Accepts PVC extension handle. PL-525 Installation: Ideal for residential and commercial waste flows up to 10,000 gallons per day (GPD). 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL-525 filter into its housing. 5. Replace and secure the septic tank cover. PL-525 Maintenance: The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace and secure septic tank cover. 06 Filtration Slots Alarm Switch 10,000 GPD (Optional) Accepts 4" & 6" SCHD 40 pipe Outdoor SmartFilter® Alarm Polylok, Zabel & Best filters accept the SmartFilter® switch and alarm. Accepts 1" PVC tension Handle Rated for 10,000 GPD 525 Linear Ft. of 1/16" Filtration Slots Certified to NSF/ANSI Standard 46 Gas Deflector Automatic Shut -Off Ball Extend & Lok TM Easily installs into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203,284.8514 www.polylok.com Page 4 v a► all th Zi IN -GROUND GRAVITY DISPERSAL AREA Stepped Elevation Trenches with EZ1203HP Bundles 3-ft Trench (down -sizing credit) !: ■_■■■_ .11 SOIL COVER • .gil._...il III ��ii% .�ii�:l�i•�•i��.� min. trench •�•��ii�ii•�ii`�ii�i��• ••••••••�••i-•••fir•••••••• depth Septic Tank(s) Manufacturer: Wieser Concrete Septic Tank(s) Volume(s): 1000 gal gal gal gal Effluent Filter Manufacturer: Polylok Effluent Filter Model #: 525 TYPICAL TRENCH CROSS SECTION VIEW (No Scale) Provide minimum 3 ft separation between trenches. Highest Trench - Lowest Trench (as applicable) OBSERVATION PIPE DETAIL (No Scale) System Elevations = 93.40 ft; 92.90 ft; ft; ft; ft Screw -Type or Slip Cap (loose) w 4"0 PVC Pipe Top of pipe to terminate TYPICAL TRENCH (Show location of inlet / outlet pipe connection on plan view.) at or above finished grade PLAN VIEW 4" Observation pipe shall be installed (4)1/4C� 90 apaa Slots art (No Scale) Perforated Lateral at junction between two units. Observation Pipe 10 ft Anchoring Device (typical) (typical) (typical) iI r - — — — — — — — — — - — — — — — — — — r L----------------0--------- B = 70 ft (typical) INSTALL PER TRENCH: 7 10-ft bundles @ 50 ff EISA/unit = 350 ft2 + 5-ft bundles (cD_ 25 ftz EISA/unit = ft2 A = 3.0 ft (typical) EZ1203H Bundle (typical) (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturer's instructions. = Proposed EISA per trench = 350 ft2 Required Infiltration Area = 643 ft2 x 2 trenches = Proposed Total EISA = 700 ft2 I. = Finished Grade (mulched & seeded) Topsoil Cover (min. 1 foot) l Infiltration Surface Distribution Method: branched manifold G) M w O n Installation Instructions for EZ#ow Systems in Wisconsin Wisconsin Department of Commerce, Safety and Buildings Division, has reviewed the specifications and/or plans for this product and determined it to be in compliance with chapters Comm 82 through 84, Wisconsin Admin. Code, and Chapters 145 and 160, Wisconsin Statutes. All sites must meet the Site & Soil Conditions & Locations & Isolation distances as noted in local regulations. The approved products are 1203H (3-12" bundles with pipe in center bundle in 5' or 10' lengths) and 1203HP (3-12" bundles with pipe in each bundle in 5' or 10' lengths. A single pipe bundle contains a four inch perforated pipe sur- rounded by EPS aggregate and is held together with poly- ehtylene netting. A single aggregate bundle contains aggregate only and is held together with polyethylene netting. Materials and Equipment Needed • EZflow Bundles • EZflow Geotextile Fabric • EZflow Internal Pipe Couplers • Pipe for Header and Inlet • Backhoe/Excavator Installation Instructions The instructions for installation of EZflow products are given below. This product must be installed in accordance with state rules defined in chapters Comm 82 through 84, Wisconsin Ad- ministrative Code, and Chapters 145 and 160, Wisconsin Stat- utes, as well as the local health department's current design manual. After the local health department has determined sizing, configuration, and layout for the EZflow systems, stake or mark with paint the location of trenches and lines. Be careful to set correct tank, invert pipe, header line or dis- tribution box and trench bottom elevations before instal- lation of pipe bundles. 2. Remove plastic EZflow shipping bags prior to placing bundles in the trench(es). Remove any plastic bags in the trench before system is covered. 3. This product must have geotextile fabric that meets re- quirements of s. Comm 84.30 (6) (g), Wis. Adm. Code, installed directly on top of the product and extending down along the sides of the product to a point at least six inches from the bottom of product. 4. When installed in a trench, the trench should be dug to a width of 36 inches. This not only saves labor in excava- tion, but also provides better load -bearing capacity after backfilling is complete. 1EZ TM by INFILTRATOR 5. The Absorption area (SF) necessary for a given site shall be sized based on maximum daily sewage flow (GPD) and the Permeability for the site. If certain criteria is met, the EISA sizing can be used in Wisconsin, resulting in a 40% smaller drainfield. 6. Place EZflow bundle(s) in the EZflow configuration ap- proved by system design permit specified for the particu- lar site. The top or center -most bundles containing pipe are joined end to end with an internal pipe coupler. Any additional aggregate only bundles that may be required, should be butted against the other aggregate -only bun- dles and do not require any type of connection. 7. The top of each GEO cylinder contains a filter fabric pre - manufactured in between the netting and aggregate. The fabric is inserted to prevent soil intrusion. The installer shall make sure the the GEO is positioned upward and is in contact with the fabric contained in the adjacent cylin- der before backfilling. 8. The EZflow Drainfield Systems should be installed in a level trench in all directions (both across and along the trench bottom) and should follow the contour of the ground surface elevation (uniform depth), with all continuous adjoining 10-foot cylindrical bundles placed end to end, with central bundle distribution pipe interconnected, without any dams, stepdowns or other water stops. 9. The trench top shall be graded such that water will not pond. Backfill should be seeded or sodded immediately after completion to reduce erosion. 10. EZflow EPS bundles are flexible and can fit in curved trenches as may be necessary to avoid trees, boulders, or other obstacles. 1 1. EPS aggregate is lighter than water, therefore, it might be expected that natural buoyancy forces would tend to cause EZflow assemblies to float out of ground when ponding occurs. Field experience has shown, however, that this is not a problem when systems have a minimum of 6" of soil cover as recommended by manufacturer. 1203H-GEO Ale r Material ....................................................................... Page6............. . PAGE 4OF4 in -ground Gravity Management Plan IMPORTANT: The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; BOD5:5 220 mgL"'; TSS 5150 mgL"; FOGS 30 mgL"' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Schmitt & Sons Excavating, Inc. Phone: Local government unit: St. Croix County Community Developement Phone: Local government unit address: 1101 Carmichael Road, Hudson 715-760-0486 715-386-4680 ZIP: 54016 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. Page 7 Subdivision Plat: Certified Survey Map # 1166179 Warranty Deed # 1167583 Number of bedrooms 3 New Property Address (Staff Initials) S-><: File #: Cizotx=��UN-I-y SANITARY SYSTEM OffceUseOnly ,- --- OWNERSHIP/ADDRESS FORM created2/Z021 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. If you would like to view your issued sanitary permit online, you can do so by using the Property Files Scanned weblink. Owner/Buyer OWNER/BUYER INFORMATION Andrew & Samantha James Mailing Address 409 Sarah Circle City/State/Zip Baldwin, WI 54002 Phone Number (req Email Address 651-788-1010 samantha.james@isd624.org Parcel Identification Number 042-1085-60-610 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location SW 1�,4 NE 114, Sec. 31 , T 29 N R18 W, Town of Warren , Lot # 1 Volume 32 Page # 7241 (before 2006)Volume , Page # Spec house 0 yes O no Lot lines identifiable O yes 0 no OFFICE USE ONLY 00 7P ST , Xa23 (Verification of new address required from Community Development Department for new construction.) ,27, Zv23 (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 cddCa)sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 715-245-4250 Fax www.sccwi,gov Page 8 State Bar of Wisconsin Form 2-2003 WARRANTY DEED Document Number 11 Document Name THIS DEED, made between Richard O. Stout and Janet P. Stout, husband and wife, and Glenridge Properties, LLC, a Wisconsin limited liability company, ("Grantor," whether one or more), and Samantha S. James and Andrew D. James, husband and wife, ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): A parcel of land located in the SW 1/4 of the NE1/4 and in the SE1/4 of the NE1/ of Section 31, T29N, R18W, Town of Warren, St. Croix County, Wisconsin; described as follows: Lot 1 of the Certified Survey Map recorded in Volume 32, Page 7241, Document Number 1166179 at the St. Croix County Register of Deeds Office. Described parcel contains 10.01 Acres (436,175 sq. ft.) and is subject to all easements, restrictions and covenants of record. Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: none. Exceptions to warranties: none known Dated 06/07/2023 * Richard 0. Stout, member PA, Al" * Richard 0. Stout individually AUTHENTICATION II IIIlllllllllllilllllllllll III �iD�Qfc�2s7i5�lii Tx:5166011 1167583 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI 06/07/2023 11:36 AM EXEMPT#: REC FEE 30.00 TRANS FEE 324.00 PAGES: 1 Recording Area Name and Return Address Samantha James 409 Sarah Circle Baldwin, WI 54002 042-1085-60-610 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) (SEAL) *aaiijA P. Stout member (SEAL) *Yhn6 P. Stout individually ACKNOWLEDGMENT Signature(s) I STATE OF WISCONSIN authenticated on TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) ST. CROIX ss. COUNTY ) Personally came before me on '7 , Do a 3 , the above -named Richard 0. Stout and Janet P. Stout to me known to be the person(s) who executed the foregoing instrument and acknowledged the same � / fl I , I , - , / _ m A. wE@!KopF THIS INSTRUMENT DRAFTED BY: — u A 14- F Wl: Janet P. Stout * A 1353 Awatukee Trail Notary Public, State of Wiscon in My Commission (is permanent) (expires: I/O 19X _ J ,� ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED O 2003 STATE BAR OF WISCONSIN FORM NO.2-2003 * Type name below signatures. St. Croix County 1167583 Page 1 of 1 Page 9 lWfPTION 726 SO. FT. 2186 SO. FT. 1481 SQ. FT. GARAGE FINISHED SHED v 30 DESIGN LLC PO.WWA St.4&� (715)248-*HO NOTICE! I ELEVATIONS Al C gc I k Dep #2239 a Safety and 7Q#f)�L EVALU r Page 1 of 5 = in accordan with Comm 85, Wis. Adm. Code 9 ":..� P Professional Servia9 ,ry Schmitt Soil Testing, Inc. ... Cr01x ent County Attach complete site plan on ape, note ("Des es in size. Plan must St. Croix -- include, but not limited to: vert calaaiCn reference point (BM), direction and ---- Parcel I.D. percent slope, scale or dimen ' north arrow, and location and distance to nearest road. Part of 042-1085-60-60 Please print all information. i R By D Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Glenridge Properties, LLC Govt. Lot SW 4, NE1/4, S31, T29N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1353 Awatukee Trail 1 CSM Pending= City State Zip Code Phone Number City _ Village ` Town Nearest Road Hudson I WI 1 54016 651-247-7030 1 Warren 65Th Avenue New Construction Use: __', Residential Number of bedrooms 4 Code derived design flow rate _ _ 600 GPD ;Replacement Public or commercial - Describe: Parent material Outwash (Sattre Loam) Flood plain elevation, if applicable NA General comments Area is suitable for a conventional system with a 0.7 gpd/sqft rate. Possible system elevation for Area 1 is 93.40' (high trench) and recommendations: 92.90' (Low trench). Slope of area is 6%. 1 Boring # Boring Pit Ground surface elev. 96.90 ft. Depth to limiting factor 96+ in. ISoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots D GP_ /ft2 _ -Eff#1 -Eff#2 1 0-9 10yr3/3 none A 2mgr mvfr as 2vf 0.6 0.8 2 9-20 10yr4/4 none sil 2msbk mfr gw 1vf 0.6 0.8 3 20-26 10yr5/6 none s Osg ml Cs ivf 0.7 1.6 4 26-40 10yr5/6 none grcos Osg ml Cs ------ 0.7 1.6 5 40-96 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 tn r' g Z Boring Boring # Pit Ground surface elev. 96.90 _ ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 •Eff#1 -Eff#2 1 0-8 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 2 8-12 10yr4/4 none sil 2msbk mfr gw ivf 0.6 0.8 3 12-16 10yr5/6 none s Osg ml Cs ivf 0.7 1.6 4 16-28 10yr5/6 none grs Osg ml Cs ------ 0.7 1.6 5 28-96 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 j 3 'CID 2 D 2 g� - Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J._Schmitt;-y.._. 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 11/4/2022 715-760-1978 SBD-8330 (R 07/00) Property Owner Glenridge Properties, LLC Parcel ID # Part of 042-1085-60-600 ', Boring 3 Boring # !pit Ground surface elev. 95.0 _ ft. Depth to limiting factor 96+ in Page 2 of 5 Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary I Roots GPD/ft2 *Eff#1 *Eff#2 1 0-10 10yr3/3 none A 2mgr mvfr as 1vf 0.6 0.8 2 10-19 10yr4/4 none A 2msbk mfr gw 1vf 0.6 0.8 3 19-30 10yr5/6 none Ifs Osg ml a ivf 0.5 1.0 4 30-55 10yr5/6 none grs Osg ml Cs ------ 0.7 1.6 5 55-96 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Ar mlication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 _ *Eff#2 Boring Boring # - Pit Ground surface elev. ft. Depth to limiting factor in. I --- Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence i Boundary Roots GPD/ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Schmitt Soil Testing, Inc. 548.47' 1"=60' / / / / / / / r 1 1 1 1 DRAINAGE 1 EASEMENT 1 1 31' Conducted for: Glenridge Properties 1353 Awatukke Trail Hudson, WI 54016 Lot 1 (10.01 Acre Parcel) Part of: 042-1085-60-600 SW1/4 NE1/4 S31 T29N R18W Town of Warren LOT 1 428.91' Conducted By: Thomas J. Schmitt CST 227429 11-4-2022 SEE PAGE 4 of 4 FOR FULL VIEW OF 40 ACRE PARCEL BM 1 100.00' Top of 3/4" rebar Lot corner marker BM 2 97.28' Top of 2" PVC pipe located at corner of the drainage easement 55' _ 66' 44' Line extending due 97 1 1 west from lot corner for • 17 50' 33' Locating bore holes & Bench Marks only \\ B1 AREA 1 AREA 2 B2 • _' --97' \ 0 \ BM 2 & Drainage\\ SLOPE \\Easement corner \ BM 1 & Lot Corner 326.11' St Croix County, WI Legend Lakes and Rivers Rivers and Streams Dens 1,de,r,��n1 PeironiM Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Abordoned Raikoad P-am Raad Rmi .d Road Va tad Row Railroads Conveyance Division N ti 0 20 40 60ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. 114,2252' PNI t11 s i t� • t • IL 1 I ♦♦ ♦ f 32i St Croix County, WI Legend Sections Lakes and Rivers Rivers and Streams Darn b,wrR,mer,t Pe-1 Interstates US Highways State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Abond-d Railroad Pnvate Road Rad.ad Road Vacated ROW Railroads Conveyance Division LOT i rj I C A o4d% Q'13 AV 00000 4*A, Lt. t1 LO`f 3 LOT 4 0 100 200 300ft ,A DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. ATO 65TH AVE �{ u') 4- LEGEND NE CORNf,R SECTION 31 0 ST. CROIX COUNTY SECTION CORNER COUNTY MONUMENT FOUND POSITION VIEWED WITH TIES OF RECORD `^ (1] OR MONUMENTED AS NOTED BEARINGS ARE REFERENCED TO THE EAST LINE OF a a THE NE1/4, SECTION 3L BEARING SOW09'50'W m ■ 4" IRON REBAR FOUND (ST. CROIX COUNTY COO f DINATES). • 1'O.D.IRON PIPE FOUND U.S. (---- AT--- e — HT•40'S2'f 267. "".01P4 8'£ +ttSoQB' D 3/4'X 18" IRON REBAR SET, WEIGHING LSO LBS, PER LINEAR FOOT' '�j 1� �n a 2625 8a3�16�14rt i PROPOSED DRIVEWAY I I H.W.E. HIGH WATER ELEVATION -� ? '�p. it1 __ �„ �+ 1 ?a VOA 3QjA 894�d_> _ a 33.00'v ° m L.8.0. LOW BUILDING OPENING ELEVATION ' "l• � LOT 2 H.W.E. m 996.0 a. L27 27.77 ACRES �°J L.B.O. = 998.0 = c�j' �rc—� ?1 1, ; 773,868 SCI, FT. �t Q� So Cl O ♦3y S (v d. R LOT 1 I �� O�' Ar /0 ► sill �n � i - cow ;o no„�r,w _F `�% Q1 QED OR1VE�► Z e- z to i, W.E. 01022.5 43 , SCL FT. �T-8.0. a 1024.5�,� ,1 326.11' `�?/ �j-111��aacc u C2 \F�S� CL .- p y� i C�� m S83 13 f - 9 '►7 4 S89'50'30'E "1 , ,� _ to ,,yrt1 1 \ z Z w U� 1 �L31 ®9ui �n I`Q•iVI• `` ��ati9 .�� _ Cha�'1 h x a Nt� •' �� ! a` 'r 0�' " N89'tR lvw f6S 4K � o " 3 ''' ' �tila t�, �,' i4�1 ts� w � `� tyBeoso�t�r � o� , '� "� �0 �s1 1 I T94.8B' I a1 LOT 7 •,r.sAl: RI H zi �i s a �41Zp1 .pb'� ro j ��. °bccs��y., f VOLL3ILOAAtiE W zip w �++ L36 41.32' ( so Gzl4 ow Qi�i �Oi�Li I 33 $ 07.11• 190Ai' 202.S6' 237!T r N89'6!'41'YY SCOAB' I G Sr �s;'�' ! �� Jet r w z I LOT 2 ! ion 3 ! L4L� I '-°t b Qpfl� - iy f i--- ° W w W I C.sM_V_OL_36. PAGE doc, s r1aoa_ v I ! o�-, '1 " FE �%/ / SOT 3 r L Le al LOT 2- C.SA4. 1 REQUESTED BY: QPo�-' I VOL 22, PAGE &W9 Lu *�.. GLENRIDGE PROPERTIES •Ps' LQL4 ` �bOC�Ira S J+ $ 1353 AWATUKEE TRAIL da%� '-- W .- .Z" HUDSON, WI S4016 - C.S.M. PAGE 5475,lgo = DOC. �8I3595 1 11. 3 w o c SURVEYOR. I y I s EDWIN C fIANUM V- p NORTHLAND SURVEYING, INC. ° ~ HCD CALE (N FEET t P.O. BOX 152 S' 2W EI/4 CORNER SECTION 31 COUNTY MONUMENT AMERY, WI 54001 1 irga MAWWU FOUND E rc 0 260 Soo LEGEND NE CORNER SECTION 31 Q5 E 0 ST. CROIX COUNTY SECTION CORNER COUNTY MONUMENT FOUND W POSITION VERIFIED WITH TIES OF RECORD In I OR MONUMENTED AS NOTED Rt BEARINGS ARE REFERENCED TO THE EAST LINE OF yla 3 6 ■ 3/4" IRON REBAR FOUND THE NE1/4, SECTION 31, BEARING S00'09'50"W. NEyld; N� W 14 (ST. CROIX COUNTY COO f DINATES). 0 $IN : U.S. INTEASTATE_'94• Y' N 'i sit 1"O.D. IRON PIPE FOUND -------- O 3/4" X 18" IRON REBAR SET, WEIGHING N'Nyla NEyh _ , _ , _ _ >!7°40'S2'E 257.7 ee*&40"E 6f — 1.50 LBS. PER LINEAR FOOT cc / ��7vjr30 E J �N-N F� 889.16'14"E PROPOSED DRIVEWAY rnrz G� LOTS C.S.6w-. — — .— _. — — � H.W.E. HIGH WATER ELEVATION 6•E 6A8 sp. #112V75 47.00 v .�tZ ?P$91 ��?sy V_OL. 31s,PAQE R Dgc•_ _ LOT 2 ", n H.W.E. = 996.0 33.00' a Lu D = L.B.O. LOW BUILDING OPENING ELEVATION -- - - - ,,. L27 ,� F4? 17.77 ACRES P° L B.O. ' 998.0 -I m a, W _ I ,n �" �l 9d, 773,E Sa FT. �y1a °�- i R LOT 1 I °� l \ce �'w— A��. s��l°' N, �� t3 _ - co W ' ! << �, �i/ `ss 1 Ol to SMARED DRIVEN cc 10 "I e� W.E. p 1022.5 43 SQ. FT, u �^ Z c3 co M T.B.O. = 1024.5�� I 819 326.11' CAS Coin Li C2 \ E'g3'��4\ u O .= UI"I ��\ � ,1, u, �� 583 1 / tiro F� 9 /� °. t � \ \� �1 C1pS89 5010"E gl Z G c� Ch r ,� v 1 Q �, CS SOD 1 �� , C.� 7C „II L31 rnm� Q�� • •` w �•g L sa 9S9 6 I Vi yl W W W b y Z plu�,i EyIA ,.. �' "� ( `�� / J Na9'S0'10'W �' 16 Q�$ d. LL. O �n I A . N. �\ L22 , 19 I C1 �I , Q c O Z -J s��l du , \� �1n 2a� is9.64 N8g 5(Mn' I o! , uri �� oo \ �20 / 1q I 194.SS' I I 4I �.. W � .� r, \ LOT 7 C.S.M. 9" y = p N �j M �i �� Q� \ ip1141 •pbAlt > 4,6w ��, � V i VOL. 3_i-Pftt3E 68701I W W yW L36 �� pSE� 41.32' I$� if 11'26975 I F— PyN� 195.95' ry��P0�1^ i ,�Q,i ' -i tL O QR i Q iq�i (O�r33 'ZOO yyj 07.11' 190.41' N 9'6T42'W �0�,�� v� �,u 202.56' ¢ Oi� z� O r 237.2T y *`- v O N89'S2'42"W 500.08' = Z O '4� LOTe^ LOT3 JI_- 64Tq i °-z4;QP io - 4 _ lr - _ -`—ALA. o W W CC Z I C.S.M. VOL. 3�. PAGE 6846.-i CI —I- 10406 I 1 y i �O ppc -- ' � STH Av HUE= _l Izl um F N ,_______�_______ GSoG# / _ IJ{ U. Z �' _ Vo� ee�4 �- / LOT2 _c.s.M. (I s W �' REQUESTED BY: PPG -' //i' LOT 3 22, �„V ram.. sL W GLENRIDGE PROPERTIES �j� T4 VO65C-PAGE i3 m Z S 1353 AWATUKEE TRAIL JOB:' ��__ ` M ` OOC�I 8435�5 F HUDSON, WI 54016 C.S.M. VOL. 23_PAGE 5475. „� N cc W W �• p I R Z W Wooel Oo _ uj z U. SURVEYOR ' N C O EDWIN C FLANUM z "' LL. 00 NORTHLAND SURVEYING, INC. O � �- SCALE IN FEET 1" = 25W El/4 CORNER SECTION 31 �. O P.O. BOX 152 COUNTY MONUMENT O —j AMERY, WI 54001 FOUND ^ o "'� H C 0 260 500 Depaftrnent of g Safety and Professional Services SOIL EVALUATION,RgPORT in accordance with Comm 85, Wis. Adm. Code #2239 Page 1 01 5 Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Coup St. Croix parcel I.D. part of 042-1085-60-600 Please print al! Information. Reviewed By Date Personal Information you provtde may be used for secondary purposes (Privacy Law, S. 15.04 (1) W). Property Owner Glenridge Properties, LLC Property Location Govt. Lot SWt/4, NE1/4, S31, T29N, R18W Property Owner's Mailing Address 1353 Awatukee Trail Lot # 1 Block # Subd. Name or CSM# CSM Pending City State Zip Code Phone Number City L1 Village 17 Town Nearest Road Hudson WI 1 54016 1 651-247-7030 1 Warren 65Th Avenue New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: Parent material _Outwash (Sattre Loam) Flood plain elevation, if applicable NA ft. General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 93AV (high trench) and recommendations: 92.W (Low trench). Slope of area is 6%. 117 Boring # I, J Boring L] pit Ground surface elev. 96.90 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cora Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1W -Eif#1 -Eff#2 1 0-9 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8 2 9-20 10yr 4/4 none sil 2msbk mfr gw 1vf 0.6 0.8 3 20-26 10yr5/6 none s Osg ml cs 1vf 0.7 1.6 4 26-40 10yr5/6 none grcos O99 ml Cs --- 0.7 1.6 5 40-96 10yr6/4 none s O59 ml — _ 0.7 1.6 F21 Boring # ❑ Boring Z pit Ground surface elev. 96.90 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten Boundary Roots GPD/ft' `Elf#1 'Eff#2 1 0-8 10yr3/3 none sit 2mgr mvfr as 2vf 0.6 0.8 2 8-12 10yr4/4 none sil 2msbk mfr gw lvf 0.6 0.8 3 12-16 10yr5/6 none s O99 ml Cs lvf 0.7 1.6 4 16-28 10yr5/6 none grs Os9 ml Cs 0.7 1.6 5 28-96 10yr6/4 none s Osg ml -- --- 0.7 1.6 - Effluent #1 - BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L - Muem s9 - nwS _vv MUIL HIM I M.w „-W- CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 . ---- -.. _- Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. Now Richmond. WI U017 11/4/2022 715-780-1978 Property Owner Glenhdge Properties, LLC Parcel ID # Part of 042-1085-60-600 Page 2 of 5 F3 Boring Boring # D Pit Ground surface elev. 95.0 ft.Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDJW Eff#1 -Eff#2 1 0-10 10yr3/3 none sil 2mgr mvfr as 1vf 0.6 0.8 2 10-19 10yr4/4 none sil 2msbk mfr gw 1vF 0.6 0.8 3 19-30 10yr5/6 none Ifs Osg mi Cs 1Vf 0.5 1.0 4 30-55 10yr5/6 none grs Osg mi Cs ----- 0.7 1.6 5 55-96 10yr6/4 none s Osg ml --- ----- 0.7 1.6 Boring # Boring Pit Ground surface elev. ft. Depth to limning factor in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDhr •Eff#1 •Eff#2 F1 ❑ Boring Boring # El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDMI? -Eff#1 -01#2 Effluent #1 = BODS> 30 <- 220 mg/L and TSS >30 <-150 mg/L ' Effluent #2 = BOD± <- 30 mg/L and TSS <_30 mg& The Department of Commerce is an equal opportunity service provider and employer, if you need atifistanr# to smog servicee or need material In an alternate format, please contact the department at 608.266.31 S 1 or M 608-W-8777. SBD4330 (RA7/00) somm S00 TONUq. IM. St Croix County, WI 548.47' 111 = 60' / / / / / 1 1 1 1 DRAINAGE 1 EASEMENT 1 1 31' Lute extencrmg due 97� • 1 �. west from lot comer for Loca" bore holes & Bench 11lar1cs only Conducted for: Glenridge Properties 1353 Awatukke Trail Hudson, WI 54016 Lot 1 (10.01 Acre Parcel) Part of: 042-1085-60-600 SW1/4 NE1/4 S31 T29N R18W Town of Warren LOT 1 428.91' Conducted By: Thomas J. Schmitt CST 227429 11-4-2022 SEE PAGE 4 of 4 FOR FULL VIEW OF 40 ACRE PARCEL BM 1 100.00' Top of 3/4" rebar Lot corner marker BM 2 97.28' Top of 2" PVC pipe located at corner of the drainage easement 55' _ 66' \\ �� AREA 1 �' •� AREA \ B3 _~\\ BM 2 & Drainage \\ SLOPE \,Easement corner \ Legend L kes and Rivers Rivers and Streams _0- - Interstates US Highways state Highways County Highways Local Roads Rustic Roads _ Ramps Road Right of Way rwm.aaam P -am Raw Ra3reads DConveyance Dtvlston N 32f.11' 33' B2 • `' �97' 0 20 40 608 BM 1 & Lot Corner DISCLAIMER: This map is not guaranteed to be accurate. correct, cumanl. or complete and cor dmIons drawn are the responslbillty of the user. alPi , MA, 7. L LJr I I _ i 1 tii 1 —1 1 1 - I d r � Aw 10 40 Ila At r 65TH AVE ' MI St Croix County, WI Legend Sections Lakes and Rivers Rivers and Streams Pnnnwl Interstales US Hghways State Hghways Ccunly Wghways Local Roads Rustic Roads Ramps Road Right of Way Ralroads Conveyance Division N 0 100 200 300ft DISCLAIMER This map is not guaranteed to tie accurate co•roct..current, or Complete and conclusions 4 an are the responsibdlty of the user. 0 ' LEGM n 0 sLOR01%COUNTTSECTIONCORNER PO9TfOt1 VER1F= VYITH TIES OF RECORD N OR N ONUMiENTED AS NOTED sEMNW ARE REFEMNCED TO THE EAST LINE OF a ME NW4, SECTION 31. KAY= SODVgWW 3/4' IRON MGM FOUND OT Mom Courm Nm% • roa IRON PIP€ FOUND U pBTAIE W O S/rX 1r IRON REAR SET,)VE1GHING � - - - - - - - - LW tBS. PER LINEAR FOOD '� 1 PPWMD ORNEYM )( " _ I NE sEE FOUND . CDUNTY�tMENTFOUND • ww5!' rg a ;H.VIRE. NIGH VW=ELEVArtON� � '� - '�� - - T -� Iffy a q —vuVe - TAT t H.W.E. ° 9960 31 i L.B.O. LOW BURRING OPENW O EIEW41ON v a q37.77ACRES L8 Ct ° 998A ow O SUtt DOHaNGS oS FT. st _ � y� \tq`.,�q�j. 11` �yfA'' 41 l2 tWmw ` ,8 / 1s' 1sw 202.Ss' �t»xr I { wT: 1 cgTa I p 6+laL! 1 4 faREQU E87ED BY: g P - ai I GIEN om PROPER'T is �s- 1353 AWATUKEE TRAILEDWANCRANUM NORTHIANDSURVEYING, INC e P.O. so is2 AMER% 1N1 54WI 4 SCALE a FEETr - W W4 CORNER SECTM U OOUNTYMONWENT FOUND LEGEND NE CORNER SECTION 31 � ST. CROIX COUNTY SECTION CORNER COUNTY MONUMENT FOUND N 0. POSITION VERIFIED WITH TIES OF RECORD OR MONUMENTED AS NOTED p ., a f BEARINGS ARE REFERENCED TO THE EAST LINE Of THE NEl/4, SECTION 31, BEARING 500°09'50"W NE��n "4 o " W ; V 01 E+ ` W n1 W N ,� o ■ 3/4" IRON REBAR FOUND (ST. CROIX COUNTY COORDINATES). NEI� A, a w o�N O_ O fr M ri ao p x C M j w n ui 1" O.D. IRON PIPE FOUND U_S_1NTEfl--- -- o N w to K X U. N h f lii w ul 0 ❑ NEI�n •,- 3/4" X 18" IRON REBAR SET, WEIGHING 87°40'52"E 257.79' _ —, — ——N88°02'40"E 416.4U'-- W f W N ►W. O 4 V d m>W1.50 �.pNi14 _ _ _ / 4 LBS. PER UNEAR FOOT«E L a 262.59V- Ur W \ F K / GTp1AT. °�38 LOTe_C_S.M.aC c u --- PROPOSED DRIVEWAY / �Rjp71pN PpOC_#11L�3__-- H.W.E. HIGH �1P 6.\SSy, WATER ELEVATION2pAiz4p3 �' AREANCR/W /LtP� H.W.E. = 996.0 14018.54 " ACRES / 807,465 SQ. FT r L.B.O. LOW BUILDING OPENING ELEVATION lF AREA EXC. R/W °LAB.O.= 998.0 Z cr 04 a a F=-1N-n-t - ZCo !� ZCW9 Lu CD LU Sy $,mot � I- u- a o O Z 0 c35-Lr; >, S=C42- °' W - W 3 Lou N �y T LU en = _ ? = W m y - � CJ W 3.1C� Z W_ 2e w g z _ = t. W W O O Z co O ca W a W w C..) = �Z3 W O C3 0�3o W LL O OD tR r J J y rc o WETLAND j — - UTILITY EASEMENT $� (WIDTH AS SHOWN) y^kl i �i01 �Ipl UI �dl Jwi �I �I i i JI OI �277 ??\\89J' p 18.19ACRES /792,348SQ. FT. r" 1 A"NE/�'�� -- L3 -- - " r LOT 1 qc� C-- �C8_ a4D- —c9 r SE 1 3 tie, ,� ✓ ��-- AY. \ , H.W.E. = 1022.5 1 436,175 SQ. FT. ~o u C4- ��RE'rL39-- j�Fl�! M L.B.O. = 1024.5 %tt' 31NE o 001 wL36 - ''pLyplNpGEE�41.32' 07.11' 190.41' 202.56' N69°52'42W 500.08' LOT LOT3 I LQT4 C.S.M_VOL.3d,PAGE6846,DOC #1110405 N I I � REQUESTED BY: GLENRIDGE PROPERTIES 90> 1353 AWATUKEE TRAIL ypL HUDSON, WI 54016 SURVEYOR EDWIN C FLANUM NORTHLAND SURVEYING, INC. P.O. BOX 152 AMERY, WI 54001 326.1V \ `lI j lIN L18 1 \QSF 9\\ w 583'13'19 y ^+ I h MF ! IBENCHMA — 1 I ~ �INT�% \C1 RK �tiiCS ti�39/ I 9 \ 0—L4; TOP IRON REBAR �% N I IgS _ 33 1026.91 "O•' N J 161L � I tii nl g I til $ o I $I1 I '�^ �IVOI ui�al D' ELEV.- !� g• /` 9 N89°5010°W - ( QI$1 139.64' ` CI N89°50'1V 1� r gym,I 194.85, 3 I ' 1 LOT 7_ CS.M. I N1 T P \� py2A1 g�612' �., ti0i I Vi�lvl�p�p I VOL 3A870 GE6J1 Gy�106'' CP/i I DOC. #1izs375 195.95" �i r- 4ry�QP'z IOr�4r r �•_--33' 39°52'42"W �.`L� ,237.27' I GS.M• I JOi� 01p =5 z � � 3 g o / LOT 3 r LOT 2_ C.S.M.10 o OT4 VOL2_2_PAGE 5349, �I o a LL I 1 DDC_#843595 I3 C.S.M. VOL 23, PAGE 5475,E N DOC. #84350 $ ^ m oo� ( glm w O r4 �Zo Imo SCALE IN FEET 1" = 250' El/4 CORNER SECTION 31 t � COUNTY MONUMENT z FOUND = o 0 250 600 F- CERTIFIED SURVEY MAP LOCATED IN THE NE1/4 OF THE NE1/4, IN THE SE1/4 OF THE NE1/4, IN THE SW1/4 OF THE NE1/4 AND IN THE NW1/4 OF THE NE1/4 OF SECTION 31, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN; INCLUDING PART OF LOT 8 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 31, PAGE 6942, DOCUMENT NUMBER 1126975. REQUESTED BY: GLENRIDGE PROPERTIES 1353 AWATUKEE TRAIL HUDSON, WI 54016 CURVE DATA SURVEYOR EDWIN C FLANUM NORTHLAND SURVEYING, INC. P.O. BOX 152 AMERY, WI 54001 LINE DATA LINE I BEARING DISTANCE L3 I S56°04'24'E 61.75' L2 I N44'02'48"E 179.98' L3 I N90'00'00"E 227.39' L4 S68°27'02"E 53.70' L5 N88'02'401 48.28' L6 S21'25'31"E 32.24' L7 S12'18'08"W 80.08, LS S37'22'31"W 1 80.07' L9 S18'35'15"W 173.42 L10 S65'30'19"E 76.37' Lll I N81'22'25"E 54.23' L12 S17'42'36"W 119.80, L13 S36'30'25"W 82.47' L14 S68'19'24"W 124.55' L15 N32'll'41"W 95.84' L16 N37°46'32"E 95.23' L17 N71'32'55"E 92.33' 118 N86'00'03"E 26.94' L19 508'43'52"W 192.76" L20 I S68'06'12"W 557.88' L21 N46'02'51"W 250.83' L22 N89°52'42 W 68.57' L23 N39'00'59"W 83.93' L24 N48'06'12"W 97.95' L25 N13'07'29'W 112.35' L26 N27'18'40"E 109.85, L27 N90'00'00' W 88.36' L28 S67'20'16"W 135.53' L29 S47°53'17"W 123,30' L30 S27'45'44"E 110.63' L31 S83'34'00"E 175.40' L32 S48'06'12"E 102.38' L33 S39'00'59"E 71.71' L34 542°0410 W 49.54' L35 S66'32'34"W 229.11' L36 S89'34'59"W 175.00' L37 SOO'25'01 E 105.00, l38 1 N56°04 24"W 239.16' L39 S81"22'25"W 182.09' L40 N81-22'25"E 182.09' L41 556.04 24"E 1 239.16' L42 S89-50'10"E 1 161.85 CURVE RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH BEARING -IN BEARING -OUT Cl 233.00' 3345'46" N72'57'17"W 135.32 137.30' N89'S010 W N56'04'24'W C2 167.00 42'33 11" N77'20'59"W 121.20' 124.03' N56'04'24"W S81'22'25"W C3 80.00' 45°04'10" S58150121"W 61.32' 62.93' S81'22'25"W S36'18'16"W C4 80.00, 270°08'20" N08"37'35"W 113.00' 377.18' S36'18'16"W S53'33'25"E CS 80.00 136'S5'03" N75°3413"W 148.82' 191.17' S36'18'16"W N06'46'41"W C6 80. 28°5718 N07°41'58' E 40.00 40.43' N06°46'41"W N22°10'37"E C7 80.00' 104'15'58" N74'18 36 E 126.31 145.58' N22'10'37"E S53'33'25'E C8 80.00' 45'04'10" 576'OS'30"E 6132' 62.93' S53°33'25"E N81°22'25"E C9 233.00' 42'33'll" 577°20'S9"E 169.10' 173.05' N81"22'25"E S56'04'24'E C10 167.00 33'45'46" S72'57'17"E 96.99' 98.41' S56"04'24'E S89'S0 10'E SHEET 2 OF 4 SHEETS Cf rmiv 11 RR 170 Dent O of A CERTIFIED SURVEY MAP LOCATED IN THE NE1/4 OF THE NE1/4, IN THE SE1/4 OF THE NE1/4, IN THE SW1/4 OF THE NE1/4 AND IN THE NW1/4 OF THE NE1/4 OF SECTION 31, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN; INCLUDING PART OF LOT 8 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 31, PAGE 6942, DOCUMENT NUMBER 1126975. REQUESTED BY: SURVEYOR GLENRIDGE PROPERTIES EDWIN C FLANUM 1353 AWATUKEE TRAIL NORTHLAND SURVEYING, INC. HUDSON, WI 54016 P.O. BOX 152 AMERY, WI 54001 SURVEYOR'S CERTIFICATE I, Edwin C. Flanum, Professional Wisconsin Land Surveyor, hereby certify that by the direction of Richard Stout I have surveyed, mapped and described the parcel of land which is represented by this Certified Survey Map; that the exterior boundary of the parcel of land surveyed and mapped is described as follows: A parcel of land located in part of the NE1/4 of the NE1/4, in part of the NW1/4 of the NE1/4, in part of the SW1/4 of the NEl/4 and in part of the SE1/4 of the NE1/4 of Section 31, T29N, R18W, Town of Warren, St. Croix County, Wisconsin; including part of Lot 8 of Certified Survey Map recorded in Volume 31, Page 6942, Document Number 1126975; described as follows: Commencing at the NE Corner of Section 31; thence 500'09'50"W, along the east line of the NE1/4 of said section, 1295.60 feet to the north line of Lot 8 of Certified Survey Map recorded in Volume 31, Page 6942, Document Number 1126975 at the St. Croix County Register of Deeds Office, being the point of beginning; thence continuing S00'09'50"W, along said east line, 457.91 feet to the south line of said Lot 8; thence N89'SO'10"W, along said south line, 194.85 feet to the point of curvature of a 233.00 foot radius curve, concave northerly, whose central angle measures 33°45'46", whose chord bears N72°57'17"W and measures 135.32 feet; thence westerly, along the arc of said curve, 137.30 feet; thence N89"50'10"W, along said southerly line, 139.64 feet; thence 568'06'12"W, along said southerly line, 735.19 feet; thence N89'52'42"W, along said southerly line, 237.27 feet; thence S02°37'09"W, along said southerly line, 63.43 feet; thence N89'52'42"W, along said southerly line, 500.08 feet to the west line of said Lot 8; thence N00"25'01"W, along said west line, 622.82 feet to the southerly line of U.S. Interstate "94"; thence N75°06'26"E, along said southerly line, 548.47 feet; thence N77'22'38"E, along said southerly line, 623.14 feet; thence N87°40'52"E, along said southerly line, 257.79 feet; thence S01°57'20"E, along said southerly line, 20.29 feet; thence N88"02'40"E, along said southerly line, 416.40 feet to the east line of said Lot 8; thence SOO°09150"W, along said east line, 150.02 feet to said the north line of Lot 8; thence S89°16'14"E, along said north line, 80.00 feet to the point of beginning. Described parcel contains 28.55 acres (1,243,640 Sq. Ft.). Parcel is subject to town roads (100th Street) right-of-way and all other easements, restrictions, and covenants of record. I, also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes, the Land Subdivision Ordinance of the County of St. Croix and the Subdivision Ordinance of the Town of Warren, in surveying and mappings e. C Edwin C. Flanum, P.L.S. 2487 COUNTY TREASURER'S CERTIFICATE STATE OF WISCONSIN)SS COUNTY OF ST. CROIX) Y�t,Jz 3 Date Approved APR 2 8 2023 St. Croix County Community Development I, Denise Anderson, being the duly elected, qualified and acting Treasurer of St. Croix County, do hereby certify that the records in my office show no unredeemed tax sales and no unpaid taxes or special assessments as of 141p 8i, a068 affecting the landincludedin this Certified Survey Map. l o� WiW GdQSSrn pe4 a8,aoa3 Denise Anderson, Date County Treasurer Each parcel shown on this map (plat) is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Community Development Department and the Town of Warren. SHEET 3 OF 4 SHEETS CERTIFIED SURVEY MAP LOCATED IN THE NE1/4 OF THE NE1/4, IN THE SE1/4 OF THE NE1/4, IN THE SW1/4 OF THE NE1/4 AND IN THE NW1/4 OF THE NE1/4 OF SECTION 31, T29N, R18W, TOWN OF WARREN, ST. CROIX COUNTY, WISCONSIN; INCLUDING PART OF LOT 8 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 31, PAGE 6942, DOCUMENT NUMBER 1126975. ........ REQUESTED BY: SURVEYOR GLENRIDGE PROPERTIES EDWIN C FLANUM 1353 AWATUKEE TRAIL NORTHLAND SURVEYING, INC. HUDSON, WI 54016 P.O. BOX 152 AMERY, WI 54001 CORPORATE OWNER'S CERTIFICATE OF DEDICATION Glenridge Properties, LLC, a corporation duly organized and existing under and by virtue of the laws of the State of Wisconsin, as owner, does hereby certify that said corporation caused the land described on this plat to be surveyed, divided, mapped, and dedicated as represented on this plat. Glenridge Properties, LLC, a Wisconsin corporation, does further certify that this plat is required by s.236.10 or s.236.12 to be submitted to the following for approval or objection: Town of Warren and St. Croix County Community Development Department. IN WITNESS WHEREOF, the said Glenridge Properties, LLC, a Wisconsin corporation has caused these presents to be signed by Richard 0. Stout, member and Janet P. Stout member at If-od 5"AA Wisconsin, and its corporate seal to be hereunto affixed on this day of 1 20`aa In the presence of: l Richard O. Stout, member an t P. Stout, member STATE OF WISCONSIN) ST. CROIX COUNTY) SS Personally came before me this s� day of 20 _a��, Richard 0. Stout, member and Janet P. Stout, members of the above named corporation, to mle known to be the person who executed the foregoing instrument, and to me known to be such members of said corporation, and acknowledged that they executed the foregoing instrument a su h officer a�edeed of sai corporati �nb its authority. Notary Public, isco My commission expires ln• aco . aesac{ [5:ETH=AIS CI 1- . ;v /"..0 nh, 1199170 De A of n SHEET 4 OF 4 SHEETS %a 14 1 �r- U60C No. b q g Y9s 1 ►.� __ _.Qv, l r -v v PREVIOUS . OWNER �3lR.Eu� �00-��k�'r}I �4, T • OF ki SEC I AND/OR • BLOCK w& 132 - rta-! CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. vl�19 AUTHORIZED ISSUING OFFICER - DATE THIS PERMIT EXPIRES w[2,7-1Z02,!50_ UNLESS RENEWED BEFORE THAT DATE POST VISIBLE FROM •D FRONTING THE LOT• • SBD-06499 (R11/20)