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024-1036-80-001
PA `a„cx,Ax�tAi • industry Services Division Coun L croi r �( 4822 Madison Yards Way Madison, W 1 53705 Sanit PC it Number to be filled in by Co.) FEB 2 4 2023 P.O. Box 7162 � g frs�7ms � Madison, Wl 5 . -71 CDmmunft mit Application State Transaction um R ---- In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to be for secondary Prddress) %% the Department of Safety and Professional Services. Personal information you provide may used tt.��l purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. ;=I A : Iicat onlnfot oration --Please Pt,lnt•:All Lrrfoettiation. ' _: -- �Pro arty Owner's Name a5on bn9 'C' _ _lampy r::ru arcel N Property Owner's Mailing Address Location Property Loccation Irs &oumfy roJ W Govt,Lot V1 _F—'sL=�/a, Section W T City, Sttaa�t T till �y Zip Code 5No2Z Phone Number t�V1, '7is �q0- gg0D 11 Type of QWIdipg (¢heck a91:;tha't.app1y)' _' Lot N <- "- Subdivision Name 1 or 2 Family Dwelling - Number of Bedrooms Block N FPublic/Commercial - Describe Use City of State Owned - Describe Use Village of CSM Number Town of Fes, V I'hT Type ofIPOVVTS P.etrmlt:'. reek e'i h "New":of "Replacement" and ti" h4 a Usable on'Lne A' Check one box or'line.B. Gomploteaine C if PP . _. A. �System ❑Replacement System Other Modification to Existing System (explain) []Additional Pretreatment Unit (explain) B. []Holding Tank I%n-Ground Dt-Grade Mound ❑ Individual Site Design Other Type (explain) conventional C. FIRenewal Before Revision Change of Plumber Transfer to New Owner List Previous P mitiNumber and Date Issued Expiration f IY p's .ersaUTreatmenf At @s alid Tank Infonrtati'oae'' X .t7p :: " _ DesignFlow(gpd) Design Soil Application Rate(gpd/so a sal Area Required (SO DisperrsArea Proposed (sf) ��e Elevati� !�-{ W V V 15M ism V Tank Information Capacity in Gallons Total Gallons N of Units Manufacturer / i r_�e �` I d u c d X New Tanks Existing Tanks L-. �t' w o e Septic or Holding Tank t IL_JI Dosing Chamber V. Responsibility Statt3menlz Iy the under'sfgnad, assum Iity for instnl,letlon�of the,Rt)WTSshown on'the attached plans: _ . • MP/MPRS Number Business Phone Number Plumber's Nature (Print Plum e Sw ZGgcJI) Plumber's Address (Stre I, City, State, Zip C �qy3 11 st Nu u t.J4- k_ ..:: .. VL :County/rDePat tment:Use Only'. Permit Fee Date Issue Issuing gent Signature Approved O Disapproved • 53 O 0 ner n for Denial Condition Y rov ER: 1 3) 4$QCeAA4 �^�`' N ptic tank, effluent filter and dispersal cell 1 5< LavAA ust be serviced / maintained as per / � i plan provided by plumber.'QnI�aria,gement seack requirements must be maintained Ikeek � � OZ 1'�� tee. eta., a u: Y t I Inches In size • • - - - - Anacn TO comptere plans ror u,e aya,cm SBD-6398 (R• 03/21) System PLOT PLAN PROJECT Jason Enael ADDRESS 113 Countv road W SE 1/4 SW 1/4s 30 /T 28 N/R 17 W TOWN Pleasant Valley SYSTEM ELEVATION 97.0/96.0/95.0 3ft below grade 2/23/23 BEDROOM 4 DATE — CONVENTIONAL XXX AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1200 LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1500 # of EZ-F1ows30 IL BENCHMARK V.R.P. top of nail in wood fence post ❑ BOREHOLE O WELL *H.R.P. same as benchmark w " $ COUNTY ST. CROIX ASSUME ELEVATION 100' Filter Lifetime GOpY ��1 Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 2/23/23 Owner: Jason Engel Location SE 1/4 SW1/4 S 30 T28 N,R 17W 113 County road W, Pleasant Valley Used: In -ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. EZ-Flow Cross Section 4-6. Maintance and Conti y Plan 7. Filter Cross Section % Signature_ _ — — License number System PLOT PLAN PROJECT Jason Enael ADDRESS 113 Countv road W SE 1/4 SW 1/4s 30 /T 28 N/R 17 W TOWN Pleasant Valley SYSTEM ELEVATION 97.0/96.0/95.0 aft below qrade 2/23/23 DATE CONVENTIONAL XXX AT -GRADE CONVENTIONAL LIFT MOUND SEPTIC TANK SIZE 1200 LIFT TANK SIZE COUNTY ST. CROIX 4 BEDROOM HOLDING TANK DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE •4 ABSORPTION AREA 1500 # of EZ-Flows30 66 BENCHMARK V.R.P. top of nail in wood fence post ❑ BOREHOLE O WELL *H.R.P. same as benchmark ASSUME ELEVATION 100' Filter Lifetime C-Z-' 44 _ I„ Cross Section of a Three Cell EZ Flow In -Ground Dispersal Component (�— 3 I 3 3 Final Grade ........ 21.-( : G.eH:SePa�alion: ::CeN:Separatign: Observation Pipe : - • Geotextile Fabric 12" System Elevation Design Flow A _ Loading Rate = Required dispersal area � :) 00 Sq Ft Required dispersal area _ 50 (EISA) _ 10 (number of units) (3) 3f k (cro C2--Ff� Geotextile fabric to meet Comm 84.30(6)(g) Wis. Adm. Code Minimum of 12" of cover over top of cell Two observation/vent pipes to be provided per cell Cell #1 System Elevation: `I�• 0 Ft Final Grade: Q. Ft Not to scale Cell #2 System Elevation: ( Ft Final Grade: q I. 0 Ft Cell #3 System Elevation: `"I6,0 Ft Final Grade: I Ft POWTS OWNER'S MANUAL. & MANAGEMENT PLAN Page of BILE INFORMATION Owner- - Permit # i?ESIGN PARAMETERS cumber of Bedrooms �� .. J NA _ i Number of Public Facility Units NA Estimated flow (average) i uaJda�- i Design flow (peak), (Estimated x 1.5) c allda Soil Application Rate aifda /ftz i Standard Influent/Effluent Quality Monthly average" Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (BOD5) 5220 mg/L n NA Total Suspended Solids (TSS) <150 mg/L Pretreated Effluent Quality Monthly average A Biochemical Oxygen Demand (BODs) 530 mg/L Total Suspended Solids (TSS) 530 mg/L NA Fecal Coliform (geometric mean) '104 cfu/100m1 Maximum Effluent Particle Size % in dia, ❑ NA (Other: CI NA 'Values typical for domestic wastewater and septic tank effluent. SYSTEM SPECIFICATIONS Septic Tank Capacity gal ❑ NA, Septic Tank Manufacturer ❑ NA. Effluent Filter Manufacturer Tl U NA Effluent Filter Model%�� ❑ NA Pump Tank Capacity al Lq NA Pump Tank Manufacturer iQ NA Pump Manufacturer NA Pump Model Q NA Pretreatment Unit ❑ Sand/Gravel Filter CI Mechanical Aeration ❑ Disinfection ❑ Peat Filter ❑ Wetland ❑ Other. 1`�NA I Dispersal Cell(s) kin -Ground (gravity) ❑ At -Grade ❑ Drip -Line LCl NA ❑ In -Ground (pressurized) ❑ Mound ❑ Other: Other: ❑ NA Other: _ ❑ NA I Other: ❑ 1,IA NIAINTENANCE SCHEDULE Service Event Service Frequency linspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) 'Kyear(s) 0 l� A _ (Pump out contents of tank(s) When combined sludge and scum equals one-third (X) of tank volume _ ❑ NA lInspect dispersal cell(s) -- -- -- At least once every: ❑ month(s) (Maximum 3 years) 'Z year(s) — ❑ NA ---- _ Clean effluent filter - - -- At least once every: ' ❑ month(s) Xyear(s) ❑ NA respect pump, pump controls & alarm At least once every: ❑ month(s) ❑ year(s) _ 1-11ush laterals and pressure test At least once every: ❑ month(s) ❑ year(s) �NA Other. At least once every: _ Cl month(s} ❑ year(s} '� Nip 1?ther: _______- ❑Nix. MAINTENANCE INSTRUCTIONS :.Inspections of tanks and dispersal cells shall be made by an individur11 carrying one of the following licenses or certifications: Maat.r 'Plumber; Master Plumber Restricted Sewer; POWTS Inspector: POWTS Maintainer; Septage Servicing Operator. Tank inspections must !include a visual inspection of the tank(s) to identify any missing os- broken hardware, identify any cracks or leaks, measure the volww of ,combined sludge and scum and to check for any back up or ponding O's effluent on the ground surface. The dispersal cell(s) shall be ,visually inspected to check the effluent levels in the observation pikes and to check, fur any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicaiei a faiiir19 coridltio,i and requires the immediate notification of the local I-egulatory authority. fihen the combined accumulation of sludge and scum in any tank equals one-third ('X) or more of the tank volume, the entire contents of !:he tank shall be removed by a Septage Servicing Operalar and disposer! of in accordance with chapter NR 113, Wisconsin ;Administrative Code. I -NI other services, including but riot limited to the .;ervicing of e fiueot fiiltcra, ma::ri ;riir l or pressurized components, pretreatment unity. land any servicing at intervals of 512 months, shall he per-forn-(e:+ b�, a ,-erlifed I'OVJ] S Maintainer. A service report shall be provided to the local regulatory authc.6t j� ;uiihiln 1, days of completion of any service event. Page _ of START UP AND OPERATION Paintingproducts or other chemicals thEjt For new construction, prior to use of the and/or llamage check dispersal at tank(s) If higfor h concentrations are detected have the contents of the may impede the treatment Process e servicing prior to use. gal cell{s). tank(s) removed by a sepa9 9 p System start up shall not occur when soil conditions are frozen at the infiltrative surface. will cess the ex During power outages pump tanks may fill above normal hti9t"the cell s}land may ress. When ult in the backer is up or surface discharge ofrefflue t, discharged to the dispersal cell(s) in one large dose, overloading ( operator Prior to restoring Power to the e avoid this situcopct aePthe contents of the pump lumberr or POVVTS Maintainer to assist ink removed n manuy a ally ly operatinge lg the pump cotrols to restore normal levels effluent pump or within the pump tank. the area within Do not drive or park yehides over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, 15 feet down slope of any mound or at -grade soil absorption area. of the POVIIT:$: Reduction or elimination of the following from the wastewater stream maysimprove de dental oss� d a{ pe s and lprolong {e l gtsh f9t;efeundat nnn d li antibiotics; baby wipes; cigarette butts; -condoms; cotton swabs,degreasers; (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides', meat scraps; medications; oil; painting product, pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is propel y and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:. • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed, • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code cc mpli;�nt replacement system: A suitable replacemententarea should be protected from disturbance and ecompaction and should d for the location of a enot be infringed upon by gsuir d The repn evaluated and may be ut lacement p setbacks from existingtito evaluatiproposed st structure, , lot lines replacementndwells. alure t Replacement sylstemsemust comply with the reule� in for a new soil and effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologl! a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evalualiion must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may be installed) as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infilts�a#ive surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER THE K MMENT AY BE DIFFICULT OR IMPOSSIBLE.IANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TAN ADDITIONAL COMMENTS POWTS INSTALLER Name tyj o Phone POWTS MAINTAINER Eme ne I i -_7 SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY Name �r S `�� Name Phone 1 S- _ L��S Phone --- This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f, and 3s3.5�4(1), (2) & (3), Wisconsin Administrative Code. '-2,0140048A 9J SECTION A -A 1.1921 Wisconsin Department of Safety and Professional Services Page 1 of 2 Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County ST Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 024-1036-80-001 Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes PrivacY Law, s. 15.04 1 m . Property Owner Property Location: Jason & Joy Engel Govt. Lot: SE 1/4 SW 1/4 S 30 T 28 N R 17 W Property Address Lot # Block # Subd. Name or CSM# TBD CTY RD W City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road River Falls IWI 54022 Pleasant Valley CTY RD W ■❑ New Construction Use: ❑■ Residential/Number of bedrooms 6 Code derived design flow rate 900 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loamy till over sandy residuum (Arland sl) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend in -ground "conventional' trenches at 24-40" with 0.4gpd/ft2 loading rate. LF = 7r, (Redoximorphic features) "Test area outside of FEMA mapped floodplain areas" 1❑ BEl Boring Boring # ❑� Pit Ground surface elev. 96.00 ft. Depth to limiting factor 77 in. Qnil Annlicatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-11 1 OYR 3/3 1 2f-msbk dsh cs 2m-vf 0.6 0.8 2 11-28 1OYR 5/6 - I-sl 2mabk mfr gs if-vf 0.6 1.0 3 28-46 1OYR 3/6 sl 1msbk mfr cw 1vf 0.4 0.7 4 46-77 10YR 6/6 - s Osg ml cs 0.7a I 1.6a 5 77-84 10YR 4/6 old 7.5YR 4/6 & 10YR 6/1 sl-fsl Om mfi 0.2 0.5 ❑ Boring # ❑ Boring ❑� Pit Ground surface elev. 98.00 ft. Depth to limiting factor 93 in. I Cnil Annlicatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-10 1 OYR 3/3 1 2c-msbk dsh cs 2m-vf 0.6 0.8 2 10-29 1 OYR 5/6 1 2f-mabk mfr gw 1 m-vf 0.6 0.8 3 29-51 1OYR 4/6 sl 1msbk mvfr cw 1f-vf 0.4 0.7 4 51-70 10YR 6/6 s Osg ml cw 0.7a 1.6a 5 70-82 10YR 6/6 w0.5YR4141-bkellem 11l bwds s Osg ml cw 0.4 0.7 6 82-93 1 OYR 7/6 s-fs Osg ml as 0.5 1.0 7 93-102 2.5Y 8/3 c1f 10YR 5/8 fs Osg ml nn i nnn TCC � 1n 0.5 G 1 Fn mnll 1.0 - tmuent 9Pl = GVu, � aw � ezu m 1� auu 1— , — � — ,1,1 __ CST Name (Please Print) Signature CST Number Ryan Bache] $�tSP-1 11500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 (651) 327-0074 CRf1_R,:tAn /Rn4/151 El Boring # ❑ Boring ❑■ Pit Ground surface elev. ft. Depth to limiting factor 97 100.00 in. Rnil Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 ff#2 R0.8 1 0-11 10YR 3/3 1 2c-msbk dsh cs 2m-vf 0.6 2 11-39 10YR 5/6 sl-1 2f-msbk ds gw 1f-vf 0.6 1 0.8 3 39-52 10YR 4/6 Is-s Osg ml cw 1f-vf 0.7a 1.6a 4 52-75 10YR 6/6 s Osg ml cw 0.7a 1.6a 5 75-97 10YR 7/6 - s Osg ml aw 0.7a 1.6a 6 97-102 10YR 4/6 c1d 7.5YR 4/6 & 10YR 512 sl-fsl Om mfi 0.2 0.5 El Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Coil Annlicatinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. 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. Qnil Annlicatinn RatA Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 305 150 mg/L Designer. Ryan Bechd Certified Soil Tester: SP-111500001 Designer of Engineering Systems: D 2263-7 0E7 drawn `All properly lines not O Benchmark SYSTEM NOTES E N Y I R O N M E N T A L system re >100ft from Soil Boring Septic Tank: ADVANCED , x I IO I V ` I Y I x I - 6BR j x AtjoM ; . ate 1 I � BMl = 100.00 home ate) 1 jTop nail in corner wooden opproXtm " fence post (28" above grade) 1 , t k\ to north P.L. H \ / I x Fence I line x ±550' I x I , to west P.L. J J x I qp i "Well to be located >50ft x I I I x from system components" I x , 1 j Field i x I i�edge I `� I13% I II i BM2 = 106.00 Top nail in 20" split Elm x Q tree (z0.3' above grade) I I x I x I SCALE 0�+ GD 0 0 0 25' - I I x N , I p' 50' to south P.L. + I x Certified Statement This system has been designed and evaluated In accordance with State and Local codes. The sail treatment area must remain protected from disturbance and/or compaction before and after construction. Na WARRANTY is MADE TH4T THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFINITELY. System must be properly maintained. Review your system a management plan for information on proper care and maintenance. Pump Tank: STA: -Recommend h-ground "conventional" trenches at 24AX with 0.4gpdfe loading rate -Depth to resbiction = 77' (Redoximorphic features) -Contour=100.00 -Slope =13 h Distribution: -Gravity distribution possible LOCATION MAP (not to scale) I— CTY RD W PREPARED FOR: Jason & Joy Engel Site Address: TBD CTY RD W River Falls, WI 54022 PID: 024-1036-80-001 34.99 Acres Legal: SE 1 /4 SW 1 /4 S30 T28N R17W Town of Pleasant Valley Scale: 1" = 5Y Date: 10/20/21 SANITARY SYSTEM File ST. CROI��- AUNTY. Office Use Only OWNERSHIP/ADDRESS FORM Created2/2021 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 Mailing Address City/State/Zip _ i ver 1 1 Phone Number (require Email Address (required; OWNER/BUYER INFORMATION 4� 6 /2 ~ ) �-1 fik— b —(A)I Parcel Identification Number 0� U< < � ter. (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location �E '/a , '/a , Sec. , T N R�W, Town of f I�G�S� IJ� Subdivision Plat: Lot # Certified Survey Map # Volume Page # Warranty Deed # (before 2006)Volume Page # Number of bedrooms Spec house ❑ yes I0 no Lot lines identifiable Oyes ❑ no I 1 OFFICE USE O LY (� / ,f New Property Address.. [ ! CT C.� l U `B-I �4G1 (Verification of new address required from mmunity Developrrv6nt Department for new construction.) zR / 202? -�#022 (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 cdd@sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 wwwsccwi.aov C ,n.raolEc�oesca�vrion: sneernne rro. oesrnln�ox wre o frA ENG WAL RA OUTLER, SHEET TITLE ftUl1.DIhC h D[S7GN II.GM zra• ----' sr zs za• I 0 o I I I �•�I I's I I I IJ - - - - - - - - - - OPTION I L _-NSSHING EINGBASASEME TNRWGH STUDS, HVAL, AND ELELiRICP1 -FINISHING ENTIRE BASEMEN Y ' BEMI I i.de....,sa...n u.I1 xlaso 1 I T 31 I W I I � as I � s-�! m I I I W >o n O i aa�e s 1 (n u m• I F N -' z<• H a UTILI " A/C wrunawwrua '- m - 3 STORAGE / I.. 11•7-X1a.1 CO H. I I �I 11'6•Xa'-10' ° � J I I I I I I L_ uNE CAVATED � k' Q N N W I Z I I I I a W I I I"I N 1 L 1 I:I I 1 GARAGE �..� 1 i sal-e' x z64l• ; I I UNEXLAVATED I : i iIOBBD.FT. I'I I:I S•X S•FWNDAT WALLSONHOUSE I I I a'XS'FWNDAT WALLS ON GARAGE AND PORCH S li I I I 2' RIDGID EXTE IOR FOAM ON HWSE L________ -wzt2 o -• DATE: 1s 11•s 1s• 1/30/2023 SCALE: SHEET: A-3 b-v 133HS 31V�5 £ZOZ/0£/I 31va F z`,, g T t- n" R' m m o �m� D r e r O 3 m /n _ .. m 71 FFFr m 3 AtlM3Ntl01NHdStl —_--------- .' __........_.... ___. ........_. ___.... ..�'1 ! pNI�Vi 3pIS H�lId ZLIC I I ! I I I I I pNlpVd N�S"O—N3 MI 3HI Si. AtllN3 nt11i—W- SMOONIM 1N3W35V�ALMp31W WAWW A I I tllJStldlllii(IS WIVMWIINONtl pMp153p151tlY/IS dI .ell S6tll�Sbd'BnS iO d01 LLOOliBnS i0 d01 S355ntll iK)Old p3N33WpN3.B4 n p I-arro..�/.I �__—___--_rt_--_____—� I I 53lHVp W)pNtlHb3AO.Zt (NN S3AV3 N pNWItl3Ap.tZ pNlli3�p3dd315 pNtl SpN111-8 IAMS 63pVNVp lips tall 39— $ ? 3�y�ycJ / po 8.s I , wl .4A1 ZL >Rt I btl \ �d.daaen .;..��HOiIOd � `v zl >2t .hAkx.o-zl/// ANONf1W/WO E Imo_ _ _—___—_—____ - —Zlt 4Dt o-.SXz. dr - y - 13SO10 \\ m a L O11N 1 'JNIAII / . 1 ONIAII s NUCS N31SVw z'i->rt z-�-siE t? -• I a 0 M03 nine 16 State Bar of Wisconsin Form 3-2003 QUIT CLAIM DEED Document Number I Document Name THIS DEED, made between Grant L. Engel, a single person, Jason Engel and Joy Engel, husband and wife, and Zachary Fleming and Molly Fleming, husband and wife ("Grantor," whether one or more), and Jason Todd Engel and Jay Ruth Engel, husband and wife as survivorship marital property ("Grantee," whether one or more). Grantor quit claims to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in Saint Croix County, State of Wisconsin ("Property") (If more space is needed, please attach addendum): THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER (SEt/ OF SW'Y,) OF SECTION THIRTY (30), TOWNSHIP TWENTY EIGHT (28) NORTH, RANGE SEVENTEEN (17) WEST, TOWN OF PLEASANT VALLEY, ST. CROIX COUNTY, WISCONSIN, EXCEPT Lot 1 of Certified Survey Maps recorded August 8, 2017 in Volume 28 of Certified Survey Maps, Page 6376 as Document No. 1052139. Dated: VL U 'it), Lo T-5 Ja Eng AUTHENTICATION '4 Joy ng�l u Signature(s): Jason Engel and Joy Engel, husband and wife authenticated on TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) 1163127 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 01/13/2023 02:21 PM EXEMPT#: 8 REC FEE 30.00 PAGES: 4 **The above recording information verifies that this document has been electronically recorded & returned to the submitter Recording Area Name and Return Address: File# 2189462 Jason Todd Engel and Joy Ruth Engel 9 q( C� 024-1036-80-001 Parcel Identification Number (PIN) This is not homestead property. ACKNOWLEDGMENT STATE OF WISCONSIN COUNTY OF PIERCE The insimment was ac4lqwledged before me on 5 2023, by Jason Engel and Joy Engel, husband and wife (the signer). The signer was: physically in my presence OR in my presence involving the use of communication THIS INSTRUMENT DRAFTED BY: technology Elizabeth Johnson, Scrivener / 2189462" r 3 Knight Barry Title United LLC NotaryPublic: 116 E. Elm Street River Falls, WI 54022 Notary Public Printed N me: Notary Public, State of WISCONSIN ELIZABETH JOHNSON My commission (is permanent)(expires: 1/28/2026) Notary Public State of Wisconsin (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. QUIT CLAIM DEED © 2003 STATE BAR OF WISCONSIN FORM NO.3-2003 * Type name below signatures St. Croix County 1163127 Page 1 of 4 RECEIVED OCT2. D Wisconsin Department of S 11 a ces _ V Page 1 of 2 Division of Industry Services N�V -04 IAOIL EVALUATION REPO ( In actca�ewith S 385, Wis. Adm. Code oiX en ST Croix Attach complete site plan on pape� not lessVibatr /��C ize. Plan must include, but not limited to: vertical and horizlnt�48*YC+i# M), direction and percent slope, rParcel I.D. scale or dimensions, north arrow, a d4&® afion and distance to nearest road. 24-1036-80-001 Please print all information. R iewed py Date Personal information you provide may be used for seconds purposes Privac Law, s. 1 5.041 m 2' 2 ?,O Property Owner Property Location: Jason & Joy Engel Govt. Lot: SE /4 SW 1/4 S 30 T 28 N R 17 W Property Address Lot # Block # Subd. Name or CSM# TBD CTY RD W City State Zip Code Phone Number ❑ City ❑ Village ❑■ Town Nearest Road River Falls WI 54022 1 1 Pleasant Valley CTY RD W �■ New Construction Use: ❑■ Residential/Numberof bedrooms 6 Code derived design flow rate 900 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Loamy till over sandy residuum (Arland sl) Floodplain elevation if applicable NA ft. General comments and recommendations: Recommend in -ground "conventional" trenches at 24-40" with 0.4gpd/ft2loading rate. LF = 77" (Redoximorphic features) **Test area outside of FEMA mapped floodplain areas`" ❑ Boring 1❑ Boring # ❑■ Pit Ground surface elev. 96.00 ft. Depth to limiting fa for 77 in. Cnil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' Eff#1 *Eff#2 1 0-11 1 OYR 3/3 - I 2f-msbk dsh cs 2m-vf0.6 PO.4 0.8 2 11-28 1OYR 5/6 - I-sl 2mabk mfr gs 1f-vf0.6 1.0 3 28-46 1OYR 3/6 - sl 1msbk mfr cw 1vf 0.7 4 46-77 1 OYR 6/6 - s Osg ml cs - 0.7a 1.6a 5 77-84 1 OYR 4/6 c1d 7.5YR 4/6 & 10YR 6/1 sl-fsl Om mfi - - 0.2 0.5 2❑ Boring # ❑ Boring � ❑■ Pit Ground surface elev. 98.00 ft. Depth to limiting factor 93 Soil Ap lication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-10 1 OYR 3/3 - I 2c-msbk dsh cs 2m-vf 0.6 0.8 2 10-29 1 OYR 5/6 - I 2f-mabk mfr gw 1 m-vf 0.6 0.8 3 29-51 1 OYR 4/6 - sl 1 msbk mvfr cw 1f-vf 0.4 0.7 4 51-70 1 OYR 6/6 - s Osg ml cw - 0.7a 1.6a 5 70-82 1OYR 6/6 rn5YR4141Msbk61l.m 11aebantls s Osg ml cw 0.4 0.7 6 82-93 1 OYR 7/6 - s-fs Osg ml as 0.5 1.0 7 93-102 2.5Y 8/3 c1f 1 OYR 5/8 fs uent #1 = BOD, > 30 <_ 220 m /L and TSS > 30 <_ 150 m 1L Osg ml - 0.5 1.0 * Effluent #2 = BOD, > 30 <_ 220 m /L and TSS > 30 <_ 150 mg/L CST Name (Please Print) Ryan Bechel Signature CST Number SP-111500001 Address 779 Spring Creek RD S, Red Wing, MN 55066 Date Evaluation Conducted Telephone Number (651) 327-0074 SBD-8330 (R04/15) ❑ ❑3 Boring # Boring ❑■ Pit Ground surface elev. ft Depth to limiting factory in. RniI Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' `Eff#1 -Eff#2 1 0-11 10YR 3/3 - I 2c-msbk dsh cs 2m-vf 0.6 0.8 2. 11-39 10YR 5/6 - sl-I 2f-msbk ds gw if-vf 0.6 0.8 3 39-52 10YR4/6 - Is-s Osg ml cw 1f-vf 0.7a 1.6a 4 52-75 10YR 6/6 - s Osg ml cw - 0.7a 1.6a 5 75-97 10YR 7/6 - s Osg ml aw - 0.7a 1.6a 6 97-102 10YR 4/6 c1d 7.5YR 4/6 YR 5/2 sl-fsl Om mfi - - 0.2 0.5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 `Eff#1 *Eff#2 ❑5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Rnil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'Eff#1 'Eff#2 ' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 305 150 mg/L Designer. Ryan Bechel 'All property lines not O Benchmark SYSTEM NOTES Certified Soil Tester. SP-111500001 ADVANCED drawn are > 100ft from Septic Tank: Designer of Engineering Systems: D 2263-7 F414 F r _ a L system Soil Boring I x GG V I rf Q�� I Q - O ; h�tpatefi 6gR , Pump Tank: " PA a location 1 I P,, 100.00 ham'mate) ail in corner wooden t pprox ix fence post (28" above grade) I x STA: -Recommend in -ground 'conventional" trenches at 24-40' rn t \ with 0.4gpole loadng rate to north P.L. * I I \x + -Depth to restriction= 77" (Redoximorphic features) x Fence J/' \x / -Contour = 100.00 line \x_46 �y X -Slope =l31A ±550' � I x m I Distribution: to west P.L. x I -Gravity disInbutionpossible � � I x I I I II t **Well to be located >50ft x I I I I x from system components** i I II x I I I I x i I x LOCATION MAP (not to ecak) I I I j Field G' edgeLn • G,� o m I I I x BM2 106.00 Q� CTY RD W 13% • ; "Top nail in 20" split Elm x 113 ♦� I OI I I I x tree (=0.3' above grade) I N m x PREPARED FOR: Jason & Joy Engel Site Address: I I w— TBD CTY RD W SCALE River Falls, WI 54022 m o I o C) a I x 25' PID: 024-1036-80-001 34.99 Acr aQ ; 0' 50' Legal: SE 1/4 SW 1/4 ` to south P.L. -H I i S30 T28N R17W • I Town of Pleasant Valley Certified Statement TNs system has been designed and evaluated in accordance with State and Local codes. The soil treatment area must remain protected from disturbance and/or compaction before and after oonetnxdon. NO WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE To FUNCTION INDEFINITELY. System must be property maintained. Review your eyetem's management plan for information on proper care and Scale: 1" = 50' Date: 10/20/21 maintena vm _ - mom M-- ^-' ti ,�...T `�4_-� J -� _"_ �J l/rii � '` l�l ,��',�j '. �`lt�` T�r � t •\�ti �t. i� 1 � 1���`1(�t �I r LEGEND • FOUND IRON PIPE PER PLAT OR AS NOTED ® WOOD HUB SET AT 10'OFFSET OR ON BUILDING LINE EXTENSION T.O.H. TOP OF HUB ELEVATION T.O.P. TOP OF IRON PIPE ELEVATION ALL EXTERIOR BUILDING CORNERS MARKED WITH PIN FLAGS MINIMUM BUILDING SETBACKS: FRONT 50' SIDE 10' MINIMUM; 25' COMBINED MINIMUM REAR 25' DIMENSIONS ARE SHOWN FROM LOT LINE TO OUTSIDE FOUNDATION WALL I, Douglas J. Zahler, Wisconsin Professional Land Surveyor, hereby certify that this Stake -out Plan was prepared by me or under my direct supervision and is correct to the best of my knowledge and belief. pF WIS y -' DOUGLAS J. y *:ZAHLER S-2145 j* HUDSON" % SURV OZ�012023 PROPERTY ADDRESS: COUNTY RD W RIVER FALLS, WI 54022 NORTH SCALE: 11NCH = 60 FEET 0 60 120 VERTICAL CONTROL DATUM: NAVD 1998 COUNTY RD W t�S`i �i it`l,��`�„r�^ �,'' I`l,\`'�1�`)Lrf��� T.O.P: 107s.a I i / ./ \ i � v `, � \ \�� 1 � lj •-I5= � � ,fJ 1��1\`fit\\V\t11E ' V � � 1�\�\��\1��f (' { C. S. M. / DOC. # 1052139 /l- r- EXISTIN DRIVEWAYS 1 �{,'l / tJiJ)I(i if//i /; ;, I 1 i ,� ' / �..�_� 1•,`i/� i i/i C ! % / 11 _ rr,.- I / � rr j SO[ TESTED AREA t ilk 1 INCH = 50 FEET { t I i / , T.O.H: 1126.83--- 4.0 \ \ �J 8.0 O i r i �!s. -V .0 2.0 0 1.0 — \HBO .�0O is F�60 1 ���T.O.H: 1129.68 SEI/4 OF THE SWI/4, SECTION 30, T28N, R17W, TOWN f ' I r OF PLEASANT VALLEY, ST. CROIX COUNTY, WISCONSIN. iSaEF� I J z � O x a w o � z W, _ O CO mo P_� O.- W OF 1 tr'rmoK couNTr SA 1/7 OWNER_ 1;rtp0 � 16 PLUMBE TOWN El AND/OR LOT EXPIRES I jj1j,"4 / y-" -i �P.'-AAU�A "A& ARY ?z 9#1+1 PREVI SUBDIVISION No. 648413 ERMIT S NO. CHAPTER 145.135 (21-WISCONSIN STATUTES Sri (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. �P1G OFFICER - DATE�i UNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (R11/20)