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HomeMy WebLinkAbout016-1030-50-110 (2)Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law. s.15.04 (1 Km)I ermit Holder's Name: City Village Township Todd Smith TOWN OF GLENWOOD ST BM Ekr Insp. BM Elev. BM Description ANK INFORMATION I i P ,i ✓VI ,' ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic W 000 Dosing l� Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic \ U C,' 30'17, \ Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer } Demand 7_, l`e(� GPM q �q , 1 Model Number 6 i j �( TDH Lif�\ Friction Los System Head TDH Ft �� Forcemain Length Dia. Dist. to well r 21( County. St. Croix Sanitary Permit No: 645500 State Plan ID No: Parcel Tax No: 016-1030-50-110 SecWnJTown/Ran9e1Map No: 14.30.15.225A-11 STATION BS HI FS ELEV. Benchmark ,0 j©l.6 �Goi Alt. BM y q 0 15 7 727 Bldg. Sewer \2 J�� GI Z cs St1Ht Inlet 1 '( StlHt Outlet Dt et Dt Bottom `lam Header/Man. DisL Pipe Bot. System I cr2 r `� I Final Grade St Cover ,��t11 c9� C DVI�G�n l/ `�. 1 -I (\�0 .'sn' WOO MENSKNIS Width Length C No. Of Trenches PR DIM No. Of Pits Inside Dia. SETBACK INFORMATION SYSTEM TO P1L BLDG WELL LAKEISTREAM LEACHING CHAMBER OR UNIT Manufacturer: Type Of System: V"\A V\, i ��i �1 1 Model Number. DISTRIBUTION SYSTEM Header/Manifold Distribution IM, ole Size x Hole Spacing Vent to Air Intake �7 11 Pipe(s) II 4 Length —ILDia C� Length Dia Spacing e SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Bed/Trench Center \ \�1( Depth Over BedfTreneh Edges [r7 i( ioc Depth of Topsoil Z I ( xx Seeded/Sodded - xx Mul ed es � No L � VVl _ COMMENTS: (Include code discrepancies, persons present. etc.), ` ,� tnspectoon #1: ` Inspection #2. Location: No Address Available P)A U� 0 Ba "� �v �'5 �` � °v` 0 1.) Alt BM Description = Cl 2.) Bldg sewer length = 2LV\ -amount of cover = >14'L I Plan revision Required? ❑I• Yes [#[No ' 23 Use other side for additional Information. Date S13D-6710 (R.3197) N Industry Services Di o err -2UjAve County Y T 1400 E Washingtonlimy Permit Nm*a (m be filled m by Co.) P.O. Box 7162M7 WI 7076 �jra0 Sanitazy Permit Apple state Trainaction Number In accommom with SPS 3$3.21(2)� Wis. Adm. Code, submission of this 6 123 era 14 Project Address (if dit6ertiirt @umi mailing address) is required prior to obtaining a sanitary permit Note: Application forms the Department of Sa$ty and Professional Services. Personal you provide may be used for PurDoses in e000rduxc wit the PrivacyLaw, s. I3. 1 ma Sots /57� 2 ,S� CJ - J 2023 L Application Inf istroat - Print All Informabo Y s Si- Croix County Development PaGcIN - 0 .a I �p Community 0 Property 's Mailing Address r 911{ ?� Property ration ,� GovL Lot r'%Y, Section �G Al/v City, Zip Code Ptrottc Number r f'' ?o V lY U'77 ^7 - / 7 T 3b N R r E orOrde) U. Tye of Building (check all that a ply) Ole, Lot N Name 01'r 2 Family Dwelling - Number of Bedrooms Subdivision ❑ PubliaCaranercial - Dewnbe Use Block M ❑ City of ❑ State Owned - Describe Use CSM ❑Village of `ownof �1,rhLidaep Number 32 - W39 �oC:!r �30 JUL T of lit: Check on one boxline A Complete line B if applicable) A. Uew s .on ❑ Replaeauart System ❑ Tmamxnt/Holdmg Tank Replacernenl Only ❑ Other Modification to Existing System (explain) g ❑ Permit Rarcwal [] Permit Revision ❑ C brig of ❑ permit Tssaster to New List Previous Permit Number and L nee Issued Before Expiration Plumber Owner IV, im of POWTS S stem/Com nent/Device: Check all that ❑ Non -Pressurized Infiirormd ❑ Pressurized In-Cirouod ❑ At-G=le ❑ Mound 2:24 in. of suitobk soil owed < 24 in. of suitable soil ❑ Holding Talc ❑ Other Dispersal Compoaeat (exptsm) ❑ Pcetieaitme nt Device (explain) r� ,tJtteo V. Din Vrrestment Area leformatbn: Y, M • uM Design Flow ) Design Soil Application Dispersal Area Required (90 Disposal Ares Proposed (ail System Mevatioo S ) �S 1/S�� /S 9g,67 VL Tank Info Capacity in Gallons Toni S of A 0 u Now Tanks Eanang Tanks Gallons Units Manufacturer H � il a F. U. SIT ic k O -- d c'S - Ch.mbar d .ofZ_t t- V1L Responsibift Statement- 1, the ■ e ty for iautallation of rite FOWTS shows one tie attaciedPlans. Plumber's Nam (Print) Pl s i�tannc MP/MPRS Number Business Phone Number riFv P t35'�f� z ?jr- 7-95-- 26u Plumber's Address (Street, City. State, Zip Code) *!� � C �a 6f Ut OlN(tW VQL Coun rtment Use oar Approved ❑ Permit Fee sod Agoott Si 6fflW-T2V-W-kft50 for Douai s 202- DL Conditions PP canal 3) ' t 1.89*tfflkl, offlyW Wand dispnf<'- C':ii :�a• r ♦• 30h., mint be W-Y'WA 1 stained as per U V"" Pgk plan far vj sad submit to lbe Cgtiatf oa� Mper not ka lira 8 s 2.AUk 1l iseiq to list most be ma nca , `f) nd((} ych� l%w� dSPS wdinanm- . LAA. r teSAzo23�. c 01? 617 D T 1 Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison, WI 53707 January 4, 2023 CUST ID NO.: 139462 TODD L SINZ E5609708TH AVE MENOMONIE, WI 54751 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01104/2025 MUNICIPALITY: TOWN OF GLENWOOD ST. CROIX COUNTY SITE: CTY RD X GLENWOOD, WI 54013 NE 1 /4, NW 1 /4, S 14 T30N, RI 5 W FOR: Design Wastewater Flow Value: 450 Bedrooms: 3 Limiting Factor(s): 22" Maintenance Required: Effluent Filter Mone'608-266-2112 ��. Web. Email J ti.1 tk L� ��ptiut n. Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-0 I 2300014-C Application No.: DIS- 122261171 Site ID No.: SIT-110870 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES 1/., .a., Z--t SEE CORRESPONDENCE Mound Component Manual - Version 2.1 (May 2022-2027) Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) SITE REQUIREMENTS • 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 (1 1)(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 beset 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 offat 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 § SPS .83.540). Z. • 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, scats. 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: $250.00 Fee Received: $250.00 Zyy 'C""rowe ? Balance Due: $0.00 Tim Vander Leest Refund Expected: $0.00 POWTS Plan Reviewer Division of Industry Services Phone: 608-516-6134 Email: tim.vanderleest@wisconsin.gov MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Smith New Home Conditio nail y Owner's Name: Todd & JOAnn Smith APPROVED DEPT. OF SAFETY AND PROFESSIONAL Owner's Address: 1594 GTY RD X SERVICES n��1�c�r�u nc iupUSTRY SERVICES Legal Description: Township: County: Subdivision Name: Lot Number: Parcel I.D. Number. Plan Transaction No.: Glenwood City Wi 54013 715-977-1717 RESPONDENCE NE1/4 NW1/4 S14 T30N R15W Glenwood St Croix Block Number: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 PunV Cuvre Page 8 Effluent Filter Page 9 Septic/Pump Tank Page 10 Plot Plan Designer: Todd L Sinz A if License Number Date: 12l27122 Phone Number: Signature: M P 139462 715-235-2644 Designed Pursuant to the Mound Component Manuel 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 Manual Ver. 2.1 (May 2022-2027) Version 7.21 (R. 07122) Pagel of 110 Mound and Pressure Distribution Component Design Design Worksheet (R or C) Site Information Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) Site Slope (%) Contour Line Elevation (ft) Depth to Limiting Factor (in) In -situ Soil Application Rate (gpd/ft2) R 300.00 1.60 450.00 5.00 97.50 22.00 0.40 Dlladbutiton Cell Information 78.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (C or E ) E Center or End Manifold Lateral Spacing (ft) Number of Laterals Orifice Diameter (in) Estimated Orifice Spacing (ft) _ Forcernain Diameter (in) Forcemain Length (ft) Pump Tank Elevation (ft) 3.00 2 0.188 4.00 2.00 70.00 84.00 Note. Sand 19 (0) cak%Mions ass=e a Table 3B3-"3 r situ soil vwtmeN for fecal ooiforrn of - 36 inches. 6.00 Cell Width (ft) Are the laterals the highest int in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point. 11.84 ft2%orifice Does the forcemain drain back? Y Enter Y or N 3.25 ystem Head (ft) x 1.3 11.42 Forcemain Drainback (gal) 14.33 Vertical Lift (ft) 67.38 5x Void Volume (gal) 0.96 Friction Loss (ft) 78.80 Minimum Dose Volume (gal) in- Z. 00 In -line Filter Loss (ft) 24.80 System Demand (gpm) 18.54 Total Dynamic Head (ft) Lateral Diameter Selection in. dia_ options choice 0.75 1.00 1.25 1 x x x 3.00 x Treatm at Tank Information 1000.001 Septic Tank Capacity (gal) Wieser Concrete IManufacturer Manifold Diameter Selection in. dia. options choice 1.25 x 1.50 x x 2.00 3.00 Gallonslinch Calculator (optional � Total Tank Capacity (gal) Total Working Liquid Depth (in) galiin (enter result in cell B49) Dose Tank Information Effluent Fitter Information 603.001 Dose Tank Capacity (gal) fLifetirre Filter Manufacturer 16.761 Dose Tank Volume (gal/in) ILT 1/8 Filter Model Number Wieser Concrete jManufacturer Project: Smith New Home Page 2 of 10 Mound Plan and Cross Section Views 1 I L Mound Component Dimensions A 6.00ft E i1ft in B 75.00 ft F In D 14.00 in G 450,00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate H 1.00 ft K 9.33 ft I 9.74 ft L 93.65 ft J 6.41 ft W 22.15 ft 1180.15 (fe) Basal Area Available 7.50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.46 (ft) G H F DISPOSM Cep 99.17 (ft) Lateral 98.67 (ft) i — Invert Dispersal Cell © D t Elevation 97.50 (ft) Contour Elevation Shading Key 0 _ Topsoil Cap 22 Subsoil Cap ASTM C33 Sand Tilled Layer Q Aggregate 5.0 % Site Slope T Dispersal Cell 1.5 ft 0.5 ft Typical Latam, F A-* Geotextile Fabric Cover See lateral details on Page 4 for number, size, and specft of laterals. Laterals are equally spaced from the distribution call's centerline In the distribution cell (AxB). Project: Smith Now Home Page 3 of 10 End Connection Lateral Layout Diagram P �"' n= I / a ItRM1ti ar• �dMMk at i4u+ry spK�4 5 Foror, mat corMW4trOH wa t" d broic to Inywoid at im pows L*erala $ forcema n Sch 40 PVC per sps Table 3e4 3o-s Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flow Rate Total Dynamic Head 2 Orifice Diameter in Orifice Spadng (x) ft Orifices per Lateral ft Orifice Density gpm Manifold Length gpm Manifold Diameter ft Forcemoin Velocity 1.50 73.44 3.00 1245 0 51-88 in 4.08 ft 19 11.84 ft/orifice 1 Dose Tank Information Lodcj% oore+ wo wwrov Yibel and todcnp device and ceabd waWbgM Eieelrical as per NEC 300 and —_� SP3 310.300 WAC Disconred 4 in, min, T" component is properly wntgd Wieser Concrete Ca ci 603.00 Volume 1 16.70 Manufacturer Gallons gairnch Dimension Inches Gallons A 18.28 306.32 8 3.00 50.28 C 4.70 78.80 D 1 10.00 167.60 Total 35.58 603,00 A 8 C —t Alan» Manuafacturer jSJE Rhombus Alarm Model Number Tank Alert Pump Manufacturer Izoeller Pump Model Number 8N151 Pump Must Deliver 1 24.80 gpm at 18.54 ft TDH 96 ANernete outlet location Form dimeter --1 2 in. Weep hale or am . matron device Pump off ekvadw (n Dose tank elevation (ft) 4 —"1 84.00 Notes Switches containing mercury may not be used in this system. Project: Smith New Horne Page 4 of 10 Mound System Maintenance and Operation Specifications Service Provider's Name r T L Sinz Plumbing Inc. Phone 715-235-2644 POWTS Regulator's Name St Croix County Zoning Phone 71�r386-�1$80 System Flow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Septic and Pump Tank' Effluent Filter Pump and Controls Alarm' Pressure System Mound Other Service Frequency Inspect and/or service once every 3 years Should Inspect and dean at least once every 3 years Test once every 3 years Should test month) Laterals should be flushed and pressure tested every 1.5 ears Inspect for ponding and seepage once every 3 years Call T L Sinz Plumbing Inc. for septic tank pumping. aneous 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 (6)(i), 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 4 "" Diameter Lawn Sprinkler Valve Box Distribution Lateral . a . • • . a . Threaded Cleanout Plug or Ball Valve �Sweep 90 or Two eore, Bends Same Diameter as Lateral Project: Smith New Horne Page 5 of 10 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Coda gmEwal This system shall be operated in accordance with SPS 382-84 We. Adm. Code, and shall maintained in accordance with do' component manuals (SBD-10591-P (N.0t101, R_ 11112), MOAPPJAication 9.8I01/B1), and Pressure Distribution Component Manuel Ver, 2.0 SBD- 10706-P (N. 01101, R. 10112)j and local or state niles pertaining to system maintenance and maintenance reporting, No one should ever enter a septic of pump tank since dangerous gaeas 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 ", ponenks. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to faYure must be replaced. Evosed access openmps greater then 8-inches in diameter shall be secured by an effee ive locking device to prevent accidental or unauthorized entry into a tank or component. Saotic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be deposed of in accordance with NR 113, Wis. Adm, Code. The operatlnig condition of the septic tank and outlet filter shall be assessed at least once overy 3 years by inspection. The outlet filer 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 filler when removed from its enclosure. If the filter is equipped with an alarm, the filter short be serviced if the alarm Is activated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm. The septic tank shah have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of fhe tank are not removed at the time of a triennial assessment, maintenance persorxiel shall advise the owner of when the nerd service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of blob ical or chemical additives to enhance septic tank performance is generally not required However, ii such products are used they shall be approved for septic tank use by the Department of Commerce. Punw Tank The pump (dosing) tank shall be inspected at least once every 3 years. AM switches. alarms, and pumps shell be tested to verity proper operation. If an effluent filter is installed whiten the lank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound Plar>tings may be made around the mound's perimeler, and the mound shall be seeded and mulched as necessary to prevent aroslon and to provide some protection from frost penetraton. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October -February) dictate that the mound be heavy mulched as protection from freezing. Influient quality buts the mound system may not exceed 220 mg/L BODY, 150 mg1L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOO,, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 Fri- for highly treated effluent. Influent flow may not exceed maximum design flaw spedlied In the permit for Ihis installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and a is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is pertormW it should be compared to the Initial lest when the system was installed to determine If orifice clogging has occurred end 4 orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal eel shall be checked for effluent ponding. Ponding levels sthal be reported to the owner, and any levels above 6 inches considered as an Impending hydraulic failure requiring additional, more frequent monitoring. If the septic tent or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dowig tank, pump, pump controls, alarm or related wiring becomes defective the defective components) snail be immediately repaired or replaced with a component of the same or equal performance. If the mound component falls to accept wastewater or begins to discharge wastewater to the ground surface, A will be repaired a replaced in its' present location by Increasing basal area d tee leakage pigs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretraaltment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disirtectnon units are attached as separate documents and are considered part of the overall management plan fur the system. 1/0 Flow -Mate In high heed dewatering or effluent applications where pumping performance Is critical, this robust family of pumps Is known for reliability, du rabiiity and performance. These pumps are especial ly su ited for hersh environments. Zoeller's cool run design and corrosion -resistant, powder coated epoxy finish add up to a long-lasting, trouble free product. APPLICATIONS: • STEP or onsite applications • Water transfer • Light commercial dewatering SPECIFICATIONS: • 1 1/2' NPT discharge • 'fi HP through 1 HP • Available in automatic or nonautomatic • Model 137, 139, 140:'h" (13 mm) spherical solids capacity with vortex impeller • Model 145: 314" (19 mm) spherical solids capacity with vortex Impeller • Bronze construction available 039 series) • High head version available (146 series) • Double shaft seal versions available for added protection on models 1401146. For more information, sea 7i din/ca/ Data Shoots FM2M, FM2783 PUMP PIERPOFOA94CE WRVS MODEL 1371139M40AM at. •i • Dose -Mate This is our fastest growing line of effluent pumpa.The 150 series is truly a workhorse designed for reliability under extreme conditions In an effluent environment. 150 series pump curves cover a wide range. of applications. They are well suited to applications with low pressure pipe (LPP) and enhanced flow STEP systems, Zoeller s cool run design and corrosion - resistant, powdercoated epoxyfinish, in additionto the hermetically sealed, oil filled motor and non -clogging vortex impeller add up to a long-lasting, trouble -free product. APPLICATIONS: • STEP or onsite applications • Light commercial dewatering SPECIRCATIONS: • 1 'A' NPT discharge • 3110 HP through 1/2 HP • Available in noneutornetic or with a variable level piggyback mechanical switch • 'A" (13 mm) spherical solids capacity with vortex thermoplastic impeller For morn information, sesTechnical Data Sheat FM2784 so u 45 t2 40 35 30 a 25 e 2D PUMP PERFORMANCE CURVE MODEL 151/1521153 20 30 RD'•M••'"R ism ROW PER 16111A E m•aa 8 OAR rlshft reoarvsd. ZOELLER PUMP CO. 1 SM-77041731 1 IM9211-7W7 1 www.aoMler.00m I [J feti me f i l��r The Best Just Got Better The most efficient, the lowest maintenance, the most economical effluent filter! • Nearly Twice the Filtering Capacity • • Estimated to go 3 Times • Longer Between Cleanings, • Cleaning Made Easy • • Does Not Retain Solids Between Plates • • Lowest Price • - Eliminates the collection of solids inside the cartridge. - Nearly twice the filtering capacity of any other filter. T Mk% - - - - - - - -,M= i - By eliminating solids between plates drastically reduces the need to clean. - Cleaning made simple and efficient. 40- LT-1 /8: 3500 GPD/Residential Strength Filtration 1 /8" - LT - 1 /16: 3350 GPD/ Residential Strength Filtration 1 /16" - IT — 1 /32: 3000 GPD/Recommended for Commercial use with Residential Strength - Filtration 1 /32" - IT - 1 /64: 2500 GPD/Recommended for Commercial usage with Residential Strength - Filtration 1/64" <145/� - 2700 Inches of Linear Filtration (Nearly Twice the C'omnPtition) f ,w-DDI)-.OWLdw MU 9st9—sZ£-008 ' oo :31va OU*9 0 ')MV N30YR 'at ARH sn 911-CM IWIN A OLLd3S anal- dM ae M*VMG W 2LVC •n7a .0-,t - _+A 3wOs b0-009-000ldw \ W � ra z� tin a oCL v €€ cF li z oc m W ri in #� �0 Q �� a P11 910 ?zlrvo ,�porliL �� r� �� /Gc' /G 1�� 1vJa►r.� f,�j,�S6L {G `#��6d D G'I�+✓�I If y 4dl),Aw F 14 'v �• sr, S- M ) pu. e-, = rfw./ rk �wc 4-v . 1 of 4AJ4 l � q7. 8'L f ID WS. Dept of Sally and tong SWvIC" S IL EV RT awriaion of 5etetl and gold aeaordance wlh S 385. WM Aft, Code Caunty Attach complete tale plan Paper SM Ma�'th�R s in itxe. Plan moat k"We. but not Irnited to: b t (BM), draalon and parcel I.D. ` prey m slope. scale or dim ow, and H)WIon and distance to neereat road, t Plesare Print all !nlorrrratlon. RevW sd by Paaonai infw"llon you DMV" my bo v," far •eoondr ry gtq*U r+ (Privacy Low. t. 15.04 (1) (m)). Pr"0IW owner property Loeallon Q J. � .tiS�b K � Gout. Lot E 114 yWV4 S Property C+Wner s MO% Address Let s BbGc a Subt1, Name or 3 Zo f�s� CGy State r; wns umber 0 C►ty 0 vwage wow 71,51 c A,C rune Page / of . a� a 3oDSO 0.a T3oNR15rt Nearest Road X-New ConstrMon us*! ZRaa aenttet! Number of bedroorns 3 Code derived design low rate _ .� GPO E) Replacement Q puM4 ommerdat - Douribe: Parent meta I i t [ d / Flood F%ln a r4&n if applicable General cornfroft and recartrnendelions. 17/Bores 0� ❑ Pit Ground surface adev. 7 ft. Depth to k rd" AeoW in. qm Aeeieftlier, Rate Horizon Depth In. gomirwniColor ldut►seY Redox iasacriptlon Qv_ St. Cont. Color TaIdum. Stnrdure Or. Sz- Sh. r0swerim Roots ` ' flNt st MY • r 2* , !v � S 2- 9-19 ib' Y S;C.1 k r a. SI 3 9-33 a �t �� e— 1 (afc m y �'r 1 ' .5 Ito o`#L ?.VVA VI 9 Y (05' fie' /e YO- -5/4 £'v ds rh f'k- +` S ._ �• o Boring Fi—I Boring ❑ P;, Ground surtwm *, v. 4 - 90 fL Depth to limtdny fader n, Sol 6eeimin Rate Horizon Depth in. Dominant Cobs Murme Reticut Description M. Sz. Coll. Color 'Texture Structure Gr, St. Sh. onaistenCB Boundary Roots ' GPDM lml I tfW2 f D- oYR-?A inVA— cS -Z r G 2 Z- ro 'i!R w si C-I .!2.0uLM X119t4 k ^v,f - C 2'� • Y 3 16 -Z 6 Yk M q 4m*4k ►�a'�r C S 2� • ri y 4 y l a `lk % Y. ri e- f ;Z A-tr-btft ntv' r •5' IV& -&b MAW 01 a Bt7D > 30 S 220 maL and T55 CST No" (Pleaea Pj M rIA4 4eA,4 l— Addra*s zgY3 ITO _lox 150 mgfL ' Ef ent #►Z ■ BW • 130 mgIL and TSS R 30 rrtprl. CST �NVtrrnber +rW DaM Evalaapon CvndL%md TNBphone Number 71 NoDerty Owner �1.� - �c k _ Daroel to 0 T$nrinc g � T -5 ❑ r Ground surface e#ay. / l , ft. Dwtte to Gmifing factor — a in. �aqe of J Horizon Dapfn IN • Dormnarat Color Mun"I ReaOx aest_rOtlon Ou. Sz. Cont. Color Texture Struct:rr8 Gr. Sz. Sh. onsislanca Boundary Roots • Gpd,'f; ff1r1 fi42 0-9 it it 312 mVF'r c r' 2 f= t 4 1-5 " jb7tt- ,r I PCerr �+ c ,, J A,6K Arc r— TYK 5/4, � s' r- - - Boring o ❑ Born; Pit Ground surface slew. f;. Depth to 4m1twVg acttx -_in SoilApoliradan ttatr: Horton Depth in. Domment Color Munseil Redox Description Qu. Sr Cont. Color Texture Structure Gr, Sz. Sh. nnsistencs undary ; RDOIS ` GPDrA e Ifni 1pf2 j j goring ty ❑ Boring P,t Grodnd suds=e elev, rt oeoth to +gym cinst factor G, Horaon -- Cep�th m. �aminsnt Cofor Mansell Redox nescri lor, p Qu. Sz. Cont. Cofor Texture Structure Cyr. Sz. Sh onsistence, _1 ands 7 Roots ooa PGBlion Kale P t a �1'1 - 1liC2 _ Eff:uent #'1 a BOO , > 30 < 220 mgrl. And TSS �,30 < 150 rngrl Ettluent Q = 300 , < 30 tnon_ ago Tss < 3o mgA. The DOM of Safety and Professional 'Services is an equal opportunity service provider and eanployar. If you nood assistance t(+ aec-m scrvites or netd matcrin} to an alternate forrteat. contact the deramnem at Gli$-2tfi ! �, 1 ter TTY through Relay xntr•xjeotut tr6 P CHECK BOX A.4 A001 4CAW1 F. CHECK ¢OX AS APPI tC:A AF. SOIL EVALUATION scale:'"'40' LAjF✓ SYSTEM PAGE10F11 SITE MAP o — 4o e© ea PLOT PLAN PROJECT NAME: DIAUGR 11-0111. Gro P, Altach design now calculations for Commerdal puns. PROJECT ADORER Plpe Material (AS7M Standard (Tables 384.30-3 & 384.30.5) � N ssnitarysauar__ BM Symbol: { am Elevslron 100.0 FT Fora Maln: "me ruin py IMPORTANT: Slope Gmdlenl ('K1 Well bymbot (liapptcoete}; Q dfwwkMp as wnuw Show ground e%vatlon contours at sullable intervals. of Tested Ares: on the aW pt4 w. h4 t�Ci1tZ Lthr_ U c • �i 1. `/'l � W ,, .rs p fiy-r C•l i�� Private Onsite AF�. • <,, APPLICATION FOR REVIEW -CornplaN all pages - Wastewater Treatment t NOTE: Personal inrornuttlon you provide may be used for sawridary purposes Systems \" \ [Privacy Law e. 15.04(1 }(m). 5ta1s.] � Division of Industry Services Xhd—lans to be E-filed. Provide SharePolnt LI w name below: For plan status, check our webslte at httD'L4WA90.wi-my Email technical code questions to Several counties have been delegated certain authority to review plans in lieu of Dnrision of Industry services. For a current list of thane counties and their designation check our website at h .wi v 1. Project Information - Fill In all know Inform n. Confirmation of assignment to a reviever. Project/Site Name _ !7 "��/G/rls�� J/fi�'� Transaction ID: Location, Number & Street of project (if unknown, indicated nearest road) Legal Dimcnphon County t5—� ❑ City ❑ village �'I�own of 2. After plants are reviewed, geese: (check all that apply) ❑ Call customer 1, 2 (circle number)' ❑ Requesting party will pick up ❑ Mail plans to customer 1, 2 (circle number)* 'Refers to customer number from below. ' Previous Related Trans. ID: Estimated Completion Dais: Assigned ReAswer: Assigned Offics: Mail to your ofrtca of chWee below: La Crosse, Green Bay NOTE: We reserve the right to rs-distributs plane to another office if needed to reasonably balance tumaround times. Check for next aysilable review date 3. Complete the following dosigno6ownarirequestins Information. Utilize the cheek boxes when designer. owner or requesting party Is the same to avoid repeating information. Deslgrer Information (Customer 1) DSPS First Name Last Name Customer Number _gdd Slnz 139462 Company Name T. L. Sint Pk►mbin Inc. Address _ - E5609 705' Ave Cdy Stag Z4" (9 digits) Menomonie YVI 54751 Phone Number E-mall address Cot phone (area code) 7152352644 quetmimmeavionl1liftimplumbing.com Check if applicable ❑ Owner Other Ptsese Specify Below (Customer 2) First Name Last Name DSPS Customer Nlmlber Comparryr Name -- Address Ctty state ZIP" (9, dgkaj Phone Number E-mail address 0e1 phone (area code) Check M applicable or spectN relationship Other - Informadon and Plan Submittal Checklists. To request electronic plan review complete the appropriate application form and e-mail it, along with your registered SharePoint usemarne to DSPSSBPIanScheduIeQV4fawnoin.aov. If plans are being submitted via paper, they will be assigned to a reviewer after receipt at a DSPS office. Submittal checklists can be found in each applicable component manual Malrrtani'Onalaska Area DSPS Green Bay DSPS 2850 Midwest Dr $ts 104 2331 San Luis Place Onalaska, WI 54850 Green Bay. VIA 54304 608-785-9334 WO-492-5601 Fair. 608-785.9330 Fax 920.492-5604 Email 0&psSbPtanSchqduWW&M oay Email: DsosSbPlanScheduk0wi.aov Bake Checks PaysiMe to: DIM ❑ Check box to Invo Designer Signature SBD-10577 (R 3119) OR and sign below TOTAL AMOUNT DUE i Review Code 7633 88S Y 8888 g8d'''� 8S8 IV PN'f� E q NNN fii MM� r NM IOC MN� M Y ll sp$Qa, Q N C ~ a I m 7 C T i J W T Le w' C p T Oi CL C C C C v v ti U. b C U. F LL C O O°p41 Olt I a a 0o❑ G Lo J m 6 s ENTO M a i J Parcel #: 016-1030-50-110 01/1812023 04:42 PAGE 1 OFF 1 1 Alt. Parcel M 14.30.15.225A-11 016 - TOWN OF GLENWOOD Current [>{ ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 07/20/2022 00 0 Tax Address: DARREN & JOANN SMITH 1594 COUNTY ROAD X GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Type Dist # Description SC 2198 SCH DIST GLENWOOD CITY SP 1700 NORTHWOOD TECH Legal Description: Acres: 5.836 SEC 14 T30N R15 PT NE NW CSM 32-7139 LOT 1 Plat: ' = Primary ' 7139-CSM 32-7139 016-2022 Owner(s): 0 = Current Owner, C = Current Co -Owner O - SMITH, DARREN & JOANN Address(es): ' = Primary 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. Parcel History: Date Doc # Vol/Page Type 09/19/2022 1158930 W D 07/20/2022 1156222 3217139 CSM 08/28/2001 655015 1708/97 EZ-U 07/18/2001 651489 1682/566 AF F more... Tract: (S-T-R 40'/. 160'% GL) Block/Condo Bldg: 14-30N-15W NE NW LOT 1 2023 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Description Class Acres Land Last Changed: 09/29/2022 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 Chargges Delinquent Charges Total 0.00 0.00 0.00 File ST. CR LINTY SANITARY SYSTEM Office OWNERSHIP/ADDRESS FORM O/Jice Use only creorerr zrroza 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 Crivner/Buyer, t Mailing Addre! City/State/Zip Phone Numbe Email Address (required) Parcel Identification Number (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location � t/a )4 ,Sec_ , T 30 N RAW, Town of G`�.•,tao� r Subdivision Plat: ��� _ �31 __ _________ Lot # V. _ Certified Survey Map # is Volume 2- Page T/3P 7_. Warranty Deed # (before 2006)Volume . Page Number of bedrooms_ Spec house 0 yes lPkno Lot lines identifiable ryes O no OFFICE USE ONLY New Property Address 5� 6 3 f g s r (Verification or new address required from Community Development Department for new construction.) 2cv Z3 (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 cdd0sccW.goy 1101 Carmichael Road, Hudson, Wi 54016 www.sccwi.aov i■ i od O U d r 9 Co 5 � U Old r a z- a iz ue a can -zu a RI .L 1 E a I T"-z !/d 1� LL N 0 :3 L_ r- � a z a I I OLYL1�0 � 1 1 I YO e e ocuM �— _ — — su !�_�—I I M I — - r II it �u II • �csa �� k� Tu .1 0 !� A rJ « \ 1 I nl .Vl 711 I1� 1 I 3i m lie O E� 9tIGl9 O / A y U-A Cl0[M ZiM I ! I ! Li � tl I I 1h I I I,I r\ ■ I III ��d I I I I I I rr, 1 j 1 j I I I I 1! b I I I I Q I rJIII � at I 110 o a <' M Q n e a c 4111111 z� Fi ® w c Coco q a 0000 0000 El ® e a a dddd a000 LU 000O gg a g lFM 000 EE a dodo aaad dodo B n o •oo ■ o L11 N N � N O y d � co o a000 des 0000 � .ssw a� ® w z Q P O y_ §$¥ D O gym\ R� � | � . � | � | �| | � ;|| , � | b Q0 ¢ 0q § J I ------• & �; �------ ; . . ; C.0 (: ■ � � � , � � ¥ .0 o \ ( �LU m m ■� |� � | | z! | | 7 ❑ ❑ `| � | | � � C:j� 0 /� �~ 0~ \ 0 R / 6 \� _ | | ■I �| | • _ | | || � | � � � ■ , . m„ � 2;� fill |� �| | '29 � | � .| t�� � , | | k | $� |® | | ■ L | | | � ■ ■ CC-, � | � �� � ■■| / U-i . �� % |� , |■ � � .■■ m ❑ �| /�■ }� ■ | � m ■ | LLJ ! ❑ o .___ m-»jp.| State Bar of Wisconsin Form 1-2003 WARRANTY DEED Downer t Numbs Dommed None BY THIS DEED, James H. Johnston and Lucinda S. Johnston, husband and wife, as undivided V21ntereest, amd Judith A. Mills, aadividrd %interest, (hereinafter "C waor," whether one or more), convey and warrant to Darren Smith and JuAnn Smith, husband sad wife as survivorship marital property, (hereinafter "GrIli ee," wbctbw Oxus or more), the foliewiug descried real scam in St Crane County, State of Wisconsin: SEE ATTACHED E)[Mrr A 1158930 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 02/12/202202:33 PM EXEMPT*: REC FEE 30.00 TRANS FEE 41.10 PAGES: 3 **The above recording information verifies that this document has been electronically recorded A retumed to the submitter Rawdirti; Any NRme and Rents Addren Exception to werranEirs;searenfs, restrictions and covenants of record; highway and St Croix County Aborea & Tide Co., Im 575 N. Knowles Ave., Suite tRB street rights of way; and Municipal and zoning ordinances and agreements entered Now Richtnond, W1 54017 under them, and further except real estate totes aecmMg m the year of this omwayonce. Dated Q I 14 I Z V Z2 016-103020-030 (pat oM 0) 6-1030-30-100 (p t On Fuca ]des&cdica Nwobw (PIN) This IS NOT homestead properly. ' James H. Johnston 'Laduds S. Johnston AUTHENTICATION Signaturo(s) authenticated on TIRE: MEMBER STATE BAR OF WISCONSIN (if not, authorized by Wis. Stet. ¢ 706.06) THIS INSTRUMENT DRAFTED BY: Si. Croix County Abstract dt Title Co., i4csa_Alnths OiKm at the direction of the Grantor. 22-S3440o STATE OF Q Z _ �A . QMk X COUNTY Personally came before the on this above -named James H. Johnston and Lucinda S. Jobaston. husband aad w1fe. an undivided %interest to me known to be the person(g) who executed the foregoing instramcatt and aclmowledgcd the same. Notary Public, Stab* of t.Ji My Cornatiasioo (is perman*at) l 4 XS} NM: THIS IS A STANDARD FORK ANY KODMCATION8 To TRm FoRm sHow) nnz CLEARLY tDmfrngm WARRANTY DZ® 0 MW STATE BAR OF VASCONM FORM NO. 12003 • Type name below apsmres. St. Croix County 115t3930 Pape 1 of 3 7 Dolled tuts day of September, 2022 ALMIJ MCAT[ON Signatures auttwticated r' day of September, 2022 TITLE: MEMBER STATE BAR OF WISCONSIN (If rl)t. 11 . L r 41Z �Z_z JudkeA. MMM Rif 1TK sTArE of T e o5 COUNTY OF Hgfr;S } . authorized by § 706.06, Wis. Stsbs.) Personally came before me this (4 day of September, 2022, the above named Judith A. NW an undivided % Inbarast. to me VK wn to be the penwn(s) who executed the foregoing instrument and admowledge the same. , ,•;r:L� RYAN F BROWN Notary Public, State of Texas �'r,.✓ :w. Comm Empires 10.07.2024 Notary Id 13085500-1 (Signatures may be auttwAlcoW or ad owledged. Botts are rot necessary.) 'Wrnws o pfnons -lgpl g to fry MeSb dpM a WpM or t h WJ 4rwr VMW dgrob-M WAM�19 I M'w - ." Notary Public County, t f 1* My Commission is permanent. (If not, state expiration date: 1 10-01-Q0a N Legal Description Exhibit A Lot 1 of Certified Survey Map, filed .duly 20, 2022, in Vo"2 of C.S.M., pg. 7139, as Doc. No. 1156222; located in part of the Northeast Quarter of the Northwest Quarter (NE'/ of the NW'/) 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. 848361. �7 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. 1156222 BETH PABST REGISTER OF DEEDS ST. CROIX CO„ wI RECEIVED FOR RECORD 07/20/2022 11:03 AM CERTIFIED SURVEY MAP VOLUME:32 PAGE: 7139 REC FEE: 30.00 PAGES: 2 Northwest Corner UNPLAr1m ; UNPLATTED 160th ANDS Avenuetot f Liu Section 14-30-15 L; 2634.74' (SOW57'41-E) LANDS— ___ Survey Mark Nail S89'48'03"E - - ` - -- - - S89.48'03"E - _ - - 1317.37- ��`-------r -- 440 63, -- — — centyftlP9— -- 1317.37' - - - --T for IlcSN YoL15_Py 40flfl L OT 1 area z 254,211 sq.ft, 8 5.836 acres d incl. r-o-w `! CD u, 248.228 sq.ft. m ?D 5.699 acres �- excl. r-o-w UNPLATTED LANDS L 0T 2 area 118.206 sq.ft, 2:714 acres 4' Incl. r-o-w ro 105,465 sq.ft. 2.421 acres excl, r-o-w PREPARED FOR: Darrin & JoAnn Smith 1594 Cty Rd "X" Glenwood City, WI 54013 a48.97 r, 288.43 .78' N8931'53"E 21.29 N u �' o N23'I1'14'W ui 233.40' x Approximate Flood $ Plain per FEMA Firm d _wenand m kk no name _ creek \ -'OU7, 1,091,080 sq.ft.�` 25.048 acres ind. r-o-w 1,061,974 sq.ft. 24.380 acres excl. r-o--w UNPLATTED LANDS Approximate wetland location per Wisconsin DNR Surface Water Data Viewer map, if constructing near mapped wedands,a wedand delineation may be required. OT 1 546.45 835.38' 262,494 sq.ft. I 58926 41 E 6.026 acres I Incl. r-0-1 I OUTLOT 2 ao J No �y 232.238 sq.ft. ",Z61 5.331 acres I excl. r-o-w � OH4YM 75' 1eAtc cy7.ia i `ry, `�6���`SetbatkLine� w 589'S5'20-EI aL0/ 2 Ak — hed C1 house I OT 1 J4 ? a as Qo7. T Jr 4 . 4 Ak �' / T S47.Z1� �. DHWM 75' / \ see Setback une . deto.1 __t Outiots to be - — retained by owner for Ag/Rec use. NOV 47 Z15 w 1313.34' UNPLATTED LANDS 'This map contains areas that are Subject to Shoreland Overlay Zoning District and Floodpiain Overly Zoning District. Additional restrictions apply. Contact the Community Development De nrtment f A h ' f North 1/4 Corner Section 14-30-15 Survey Mark Nail n R/W iS $ vanes d d N i ri o _ 1 OOC.�tl 50.00' � I ! �r - ,,,Ioi----- 158th Avenue - - oIN UNPLATTED ^tl LANDS _� South 1/4 Corner r Section 14-30-15 0 Survey Mark Nail p or rt er In ormatlon. I Each parcel on this map is subject to State and County laws, rules and reguiations(.e. wetlands, minimum lot size, access to parcels, density limitations, etc.). Before purifhasing or developing any parcel, contact the Community Development Department and Town Board for advice. All Lots and Oudots are zoned R-1, R 'd 1 DETAIL 011 33' 45' not to stole o 374. 07' SOO V 2.26-w rs. Da. 22. 77' `I l9 3r r-o-w corners r j tall in creek .1 \17.0D- v I N89'57.34"w es l entla Dlstnct. WHICH allows 1 principal DRAFTED BY: h �' dwelling per 10 acres. Please contact the N vi � sp' as' �J y Joel A. Brandt Community Development Department for 1B Surveying LLC more information. W. SCALE= 1" -- 300' Glenwood City, WI 8\$W 0' 300' 600' Completion Date LEGEND * ;' 81YMDT f S406 .Y June 2022 0..... Found Government Comer a AWKM 011k; North is referenced to the (Verfified Government Corner) a North Line of the Northwest o...... Set 3/4" x 18" Iron Rebar Quarter of Section 14-30-15, weighing 1.502 lbs./foot Found 1-5/16" Iron Pipe which bears S89°48'03"E (St. Croix County Grid System) ....._ Computed Postition }17A * (0.00') ---- Recorded Data Sheet 1 of 2 Sheets -a '"7/39 St. Croix County 1156222 Pale 1 012 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. q,&A 4/m jzz. gGo ; Joel A. Brandt, P.L.S. S-2603 #; f moo► ' # Approved JB SURVEYING LLC Sm . JUL 2 0 2022 ... SL cio4x County 'Conxounity DevslopmeM STATE OF WISCONSIN ) COUNTY OF ST. CROIX) SS I,DA-- 6-\ . 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 22.W2 affecting the lands of this Certified Survey Map. 24 20 YateQ T asurer %s Sheet 2 of 2 Sheets 3a - 7)39 SL Croix County 1156222 Page 2 of 2 IM Ws. Dept. of Safety and Pro ssional Services S IL EV RT Page / of -3 Division of Safety, and suilai sDEC 03 2a D in accordance with S S 385. Wis. Aem. Code County tArLK ' Attach complete site plan o paper 601 (o6i,th'at48'� 2 ' in as in size. Plan must include. but no, limited to: v rtiWAfWborf�ol t (BM), direction and Parcel I.D. c� percent slope. state or dim . no arrow, and location and distance to nearest road. --jA 3o'..%0 — d" Please print all InforrttatJon. R d by Date Personsi information you orovoe may be used for secondary purposes (Privacy Law, s. f 5.04 (1) (m)). Property Owner Property Location J. Govt- Lot 1,1E 114,q44)114 S T 3 G N R j 5 (Or1 Property Owners Mailing Address Lot # Block # Subd. Name or CS 3Z- City State Zp Code Phone Numbef f,] City ❑ VNtage Gown Nearest Road r ('e WNew Constructor Use: QgLikesioential I Number of bedrooms 3 Code oenved design flow rate J Replacement [3 Pubhc r commercial - Describe Parent material .CTfd C eA-1 IW _ Flood Plain elevation if applicable _ General comments s�ol�_ and recommendatio . ` Sv GPO i ft. ® Boring / Boring # [] oft Ground surface elev. ` ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsett Redox Description ❑u. Sz- Cont. Color Texture Structure Gr. Sz. Sh. nsistence Boundary Roots GPD/ft ? If#I ff#2 o- le Ye 31i .5LL cab my ;- , 4' , $ 3 t'Y-33 a YfZ'/ C1 34xaGK rnVpr- `i A,I r b r 44 Ts Zok 26k mAifr C3 e p y , s 34, 10 `t 0L 4'/Y ?. 51 te GIs l d ; 's ! /A 12,6 r ,►, J f,. s ! F' � � � le 35-0 /Q4e-4,S m4r6n r►r -, �s — ,z •� �3 I Is Yet •s/4 s1 65 r C S — , 5 t, o j Boring # 14 Boring ED Pit Ground surface e1ev. 1e • ft- Depth, to limning ,'act Z ut. Norizor Depth on. Dominant Cofor I Munsell Reoox Descnpbon 4u, Sz. Cont. Color Texture Structure Gr. Sz- Sh. Zorisistence Bounciary Roots I .rvu r�r uwwrl ne1C GPD/E ' i ry#1 - ff#2 D - ? o YK - j2 Sl Y aftaz'Af in vil r C.S. 2 Y!z'4/ S10 Z-;_eGK rxv-9r c S ZP 6 'C?Jhct'&K Y Z2 y /DVe '14, I7.5'Y &fkfl e tj e- I ^mbK Ai►rrr 4'T tQ l D `lle S�Ct /• D _... ..• _ y,� arw r --IV V LPW 1119/L CTT!Uer1I Ri = CVU a 313 mg/L and T $S < 33 rng1L CST Name (Please P 'nt; Si atur�, p / CST Number /lnr 7 S Ifs Aouress Date Evaluation Conducted Telephone Number 2 tY3 /3QAW/ 6, SVC/-3 ri-Z-/ ?eZ/ 7� s z�.s- YrrS Property Owner , ?,L4,- JParcel ID # Boring # [W Boring l I ❑ Pi: Ground surface elev. 97• rat' t+. Depth to limiting factor 2 In Page Z of j Soil Annlirai.;; Rnta Horizon Depth ir.. Dominant Color Munsall Radox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistenCe Boundary Roots GPD,ft = ff>r1 1f#2 - � to y tt �/2 S!, ,,Z rnab /A A %( r c =JJ i , �j � 2 �%% , , � i ppe Mvi�j c5 2 g r `/ 3 i 9- 251 U 2 `ilk c CS y I25 '37 �b 7► 4 'Y% f V C 2 /jig IhWr 95 5 7- yS' •r ?'� IA/ S ,Vt d1 /s All Fr YC i i I Boring # ❑ Boring L❑ pit Ground surface Slay. f, Depth to limiting factor Honzon Depth m. Dominant Color Munsell Redox Description Ctu, Sz. Cont. Color Texture�St.ruct.ure . onsistence oundary Roots - V GPDlf1 ff#1 ff#2 i I i [—]Boring# ❑ Boring n p;, Ground surface elev. ft. Deotn to limitino factor in Soil Ilcaly) Raze Homan Depth in. Dominant Color Munsell Redox Deschption Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Bouricary Roos GPD/h ' r; - ff#2 I i i 1 j i I I Effluent #1 = BOD 1 > 30 < 220 mg1L and TSS >30 < 150 mg/L Effluent #2 = BOD , < 30 mg/L and TSS < 30 mg/L The Dept. of Safet} and Professional Ser- ices is an equal opportunity service provider and employer If you need assistance to access services or need material in an altemate fonnat. contact the depaninent at 609-266- 3'. 51 or 'I—rN' through Rcla% 1;p1)-63V,(R111w CHECK BOX AS APPLICABLE. CHECK BOX AS APPLIC.Aa F. �X SOIL EVALUATION o ale: 1�= `t0' 60 SYSTEM PAGE OF3 SITE MAP PLOT PLAN PROJECT NAME: (70 n grid) 147 DESIGN FLOW GPo Attach design flow calculations for commercial plans. PROJFCT ADDREP wipe Material I ASTM Standard (Tables 384.30-3 & 364.30-5) —(S&* am sjmboi. BSA Ej"sdon: 100.0 FT N �Y Sewer— — Fortx Main: BM Deacnpnon: lLa1/!.s El,�h'%►`CC % '�u6e.'t rtci�c Slope Gradlerll (�:) Indicate none by P RTA T: S Tested Also: Vw symbol (K applcatky 0 dirwing an anwr Show ground elevation conrours at sultable intervals. on tns approprlu ka oi Jw 1 I� l i 1 rLIP�Cf t �.[vl %ds T 4� L� DARRIN SMITH - CBA 48,280 aq.R. = 1.11 acres 160th Avenue S89'48'03"E --` -- 96.91' _cn awaLA to C3 :p, w L+ a o_ w outlot 1 fps y> O L4 O W cc W 0 LOT 1 ._ �aad pin in North 1/4 Comer Section 14-30-15 S89'48'03"E Survey Mark Nail --------579.83.-........... 1 1 1 1 outlot 2 Ln o V'' wO �Ia ' N N 1 SFa 1 ~ F 1 < - i ' c� 299.78' ti S8955'20"E 3 CO n 1 � nr N LOT 2 I _ s� w � i 1 � i 1 I PREPARED FOR: Damn & JoAnn Smith 1594 Cty Ind X Glenwood City, WI 54013 North is referenced to the North Line of the Northwest Quarter of Section 14-30-15, which bears S89'48'03'E (St Croix County Grid System) PREPARED BY: Joei A. Brandt JB Surveying LLC 966 Rustic Rd 3 Glenwood City, WI EST' LOG AT ON S` SOM L ORIGINAL G�3C�C�G6dGD CERTIFIED SURVEY MAP JUN 06 2022 THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER st, Croix county community Deveiopment OF SECTION 14, TOWNSHIP 30 NORTH, RANGE 15 WEST, TOWN OF GLEWOOD, ST. CROIX COUNTY, WISCONSIN•'m INCLUDING LOT 1, CERTIFIED SURVEY MAP, VOLUME 15, PAGE4110, DOCUMENT NUMBER 648361. Northwest Corner UNPLATTED 160th Avenue I for , csM Section 14-30-15 2634.75' LANDS - - - - - - - - - - `---- SurveyMark Nail --- , vd.e. Pq ztez f`589'48_03"E -'---4 --,_- `- 299.7E - ---448.72'--- .-289.18 Lor t� cs+ vd.15. Py !_U94 LOT Iarea z 254,211 sq.It. 8 5.036 acres ind. r-o-w ado- 248.228 sq.ft. ono 5.699 acres excl, r—a—W UNP- TIED LANDS L 0T 2 area 118,207 sq.ft. w 2,714 acres ra incl. r—o—w p 105,465 sq.ft. t° 2.421 acres excl. r—o—w PREPARED FOR Darrin & JoAnn Smith 1594 Cty Rd W Glenwood City, WI 54013 UNPLATTED LANDS 24.78' 2t.t9 a, o� V 2t.34 I North 1/4 Comer S89'31'S1"W + tW d o o, 4 A 1284.30' 262.494 sq.ft. I Section 14-30-15 522'3496'E oa a acres i ind. inc1. r—o—w I Survey Mark Nail 235.62' OUTL OT 2 33 varies z $ ��s 232,236 sq.ft. I ys, z N g P T 5.331 acres I sviF �s �� exd. r—o—w 1 ' o d i o m tests ;ems. I N 1 v S8955'20"E I UNPLATTED LOT % 66.78' m / LANDS �s.T ^ 5'20ECD u OUTLOT 1 ' �' D'� ,� °' h"us�e7 ' 01 ' 1.091,082 Z33 7 ry LOT L I = � W, 31 sq.ft. 25.048 acres ind. r—o—w T I I 374.pa I 5' -r-I �l N73 s 4pa 45 1.068.313 sq. f 1. ss'q �r-,1 I 24.525 acres 34.37' I excl. r-o-w i of 1 I I I I T1 33' c 71 33.00' 0 1280.34'--- I I S89'47'28"E 1313.34' UNPLATTED i UNPLATTED_ LANDS 1 LANDS 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 regulations(ii.e. wetlands, minimum lot size, access to parcels, density limitations, etc.). Before purchasing or developing 0' 300' 600' any parcel, contact the Community Development Department and Town Board for advice. Y All Lots and Outtots are zoned R-1, Residential District which allows 1 principal dwelling per 10 acres. Please contact the Community Development Department for more information. North is referenced to the North Line of the Northwest Quarter of Section 14-30-15, which bears S89"48'03'E (St. Croix County Grid System) LEGEND 0..... Found Government Comer (Verfified Government Comer) o...... Set 3 4" x 18' Iron Rebar weig(ing 1.502 ibs./foot ....... Found 1.25" Iron Pipe (D.Do') ...... Recorded Data DRAFTED BY: Joel A. Brandt JB Surveying LLC Glenwood City, Wi Sheet 1 of 2 Sheets a w 0 1-0 0 v w d a a 4 H O a ��z''� o la CK A rn rn