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Home My WebLink About010-1059-40-000Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)], Permit Holder's Name: City Village Township Brent & Lorelei Wink TOWN OF EMERALD CST BM Elev: Insp. BM Elev: BM Description: I Ob. 0 �Q DT I 1 �J,fe-� a e� �l�t' ✓K TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Ctwy�6��nL - Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic � ?D Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer �Dt Demand GPM n q5 'W; ffj Model Number l 5 Z r 2.3q re<j j ok TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well 90 , 2 )5D SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 651339 State Plan ID No: Parcel Tax No: 010-1059-40-000 Section/Town/Range/Map No: 25.30.16.375A 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 l-3 goy. Final Grade St Cover 5-y5, Gfl.ts Cb�� 3•��" Ibl. ss BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Di Liquid Depth DIMENSIONS S25 $0� 1-1�-µ.. IManufacturer- SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR Type Of System: ) q L, yb � 51 UNIT Model Number: f 1 r L�J�1GI �Y'�r9T DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) _ -- g gSpacing....._ — Len th Dia Length Dia SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Fix FLUMM... Depth Over Dep xx Depth of 1xx Seeded/Sodded 1xx Mulched Bed/ i rencWi Center Bed/Trench Edges Topsoil I Yes ❑ No El Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1315 260TH ST 1.) Alt BM Description =� 1TWO ®E�n 2.) Bldg sewer length = �$ xr, ? pREss► - amount of cover = Is 1, 2) z� 4 o s9ND 3) We.11 is inside. bacL �w� Plan revision Required? ❑ Yes XNo Use other side for additional information. 23 5 I q SBD-6710 (R.3/97) Date 'f6i`sepctor'st Signature Cert. No. lqr CA fn 4-4'Serv-ces Division I'd 1�tfll� 1400E ashington Ave __..__ _ .__ _. I 1-c N. hi� 1)�: fi I I co. S P 1 1C)/3o) P. Box 7162 ai i i I ar% r ii i I t t i ri i r t o k: i n i 2)oZ,:> _ k "AT 2 20 Uadison W1 53707--7LJ62 9 *513 tt i,I railisaction Number 6SIN S t P er ti.i'] t Ap I i ecal t i n I u accord -Li lice tk 11 i -i I'S 3 83 2](2), W i s 4r� E. 2� L111 J I I 1 11 1�1 10 11 0 f this form to tile' ap prt 1 ji)'r iatc gov c m ni en ta I u ii It 1 FLVTS - 01 Z301 c?54 -C, Pu)-[S - C)77 c) D X, i � requ 1 F Cd prior t, -, k +(,i i i i i rig a sanitar), permit_ Nutt... - pp I -,k,i i 16r V( )WTS are %; Libill I I Icd (k, — Pr(jcct Address (it'dilit-rent than mailing iiddTess) Ii (I)c I )cp.irtmem aiid Professional S,ery ices. Persotml 111 60rinallon I pn �v I Lie, MaN, he ItNk�d 1"Or �,Cct)lld dtA 1315 26 OTH S-r III kWWTd61j11CC m ith the Prlvac� l.aN%. s. 15,040)0)� "'lats. L. Application Information - Please Print All Information Properly Owner's Name Parcel 1� E M I L � 1.1 IL 1, I I 1 1; - J.''I 4 L) Propeny Owner's Mailing Address Property LocatiOn )9.STII 1608 S T Govt- Lot City. State Zip Code Rom: Number S SIA 4., SeCtiOn 25' GLENWOOD, Wl 54013 7 15 21. 115 - R 16 1 T 34) ;N 11. Type of Building (check all (ha( fipply I Lot �, (IF 2 1 �1111Ik 1.)%�ell111�Umber oflkdmoms bdiv I-,IOTI ,IUIC I ) Public/Commercial - Describe Use Block 4 11 Cit% (it, ❑ Suate ON%ned - De�chrh,k: I. -I se CSM Number (33- 7309) El ol' r PowTs :5' o \,&c-,P—ot,•Town of LNILRALD C x e A. Compiete line B if applicahic) N 1. heck onione v boon lin vie of Permit: � (C -stem Treatwetit/Holdll,L' L Other Modification io LA IS1111 L, S\,�Ielll (cx P h Replacement S,� 1-ni El larik RcplaL�erii;mt (hik, F R. ❑Permit Renew,111 ❑ Peat it Revisoon hange of ❑ Pumit Trans to New List Previous Perriiit Numher and Date Issucd Bc fkvi-L: I i ral, Li in PlUmber I. T TS System: Compki iient Devim, (Check all that apply) �Zlv 4a SQJ lif + 12 ype of, p()��r wss W Asntt N011-VrC!i'�UT11Cd 1114-4011110 PrL�LNMIZCd !114 1101131d ()I] Mound < 24 iri ❑f's Lt i ta h e L�o i CpJaiti) —!rcatmem 1) ice 0 H) IN I El i [olding Tank ❑ Oth i� r I ) Lspc r,, ai E n poi L�: i i i �- c i i i R:Pretrcatmem DQ ice i,cxpl am) CTL'0 INLVI N". Dispers-al/Treatment ;kren Infori-riation: G&N*-rC5u==nPP I �k:,, tzi i I - 1, 1 m � �--.j 1 d) 1 )c " I gi k ') k) k I A p p i I I I I, I I Dispersal Area Required (sf) 1,�d) -Sv!+tern FICNation 4S Rate(gpd-st) 225 2 102 V1. Tqnk Info capa6ty in Gallons Nov. ]allk� Txistmg TL-w)ks Gallons Unl[ tr Sept i c o i 14) 1 d i n L� 'Fan k 1000 100 1 1 W I I S L, R 7 LJ Dosins Charrilher 650 650 1 Lj V [ L Res pia n-sitail i_q_Statement- 1, the undersignIed., assunic responsibility for instalfitfiou oflhe 1110NVI-Sshoivil on the attached Plans. I u m be r"s N an. ic (PrIT10 %1V %11'R'� Number HUNIUCS", ['111111C N0111heT ROBERT HARDINA 824825 715 -40 1 �5MI 1) Kea hc,�Je et�-f, P1 umbe r's ,i� d J rv,� L� f q t Tc c 1. U I ILV, -State, 7 1 p Co de) 477 170"' " A V I,- ]] 'I � I [ 1, 1 .-� K f.' W 1 5488 9 V I I L Cou n ty/Dq)a rim ent L1 se On ly Approved iSi 111,1111 rM........... V1`e Permit FeDateI ssued ls-suj�tgntSignature 3��Z©2 owner ;,011 2� IX. Conditions ApI)roval lisems Piiz k 1 J,% 1; 5biL, 5ATWPr-r10AJ (�=,ApI)ro%D,a1 R-ei �q SYSTEM OWNER: Pam' 1, Se* tanl�, el.F.Lient �ik,r and disperral c;oll M Pell 0 N aA& be � /3 1202�3 seua must SwAced ma�nia:-ed as per 4) &A^ 0 mmagermni by plan pruded plkr'nber, 2. AJI setbac� requirements rriuV be nwriintained fete E R# pGr applicable .1 -)r:jinarv!P-r, Akittach to compliete plans for tbC anti -sU h Elk A W OW ( OUIW� tonne on paper not 1"wi than 8 vz it I I inches in size b') 0 0 ,S[4D-o3'1)8 (R03' 14) Plot Plan PROPERTY OWNER: z� Legal Descriptjon: VCL ............ L 00 Z' i I- 01 to A (> z Site location: 40 FT. (except where noted) backhoe pit North Wisconsin Department of Safety aril .Pro fessional ServICCS Divislon Of" [rail LL.11"'v Scrvices 4822 Madisori Y;iftis Way 11-0 Box 7302 Madilso n, W 1 .5 3 7 07 septellilicl (4, _`W-1 1� N - LA N 1' WEBSTEI\'. W1 6�4893 CONDITION,X1. APPROVAL J'P1._kNAP1"l`MN7AL EXPIRES, 09,106,27025 MUNIC I I'% I � I IN: TO" 0 f L-A-1 I R A L D ST. CROIX C()I N, I'Y SIT EM- BREN 1315 260D I � FR 1: ET FINJ L.RA LD, W 15 41 � i 3 FOR: Design Wastewater Flow Value: 450 Bedrooms: I 1, i In iti n g Fact 0 r(S); 10 Maintenance Required: Effluent Filter SPS llhtonc- T(i i � 1' , % ers., C i �vv r n 1) 1 - Dan l"'lerelli, Secrelary Identification Plan Review No.: FWTS-0923019544 Applicatimi No.: DIS4,M23363721 Site ID No.: SIT 1201 PICC-Isc I-Ct'cv- 1c, Al IkLi.itification riuml-)CI-N H] C�[Cll correspondericew-ifli the Deparlinetil. COATITIOXW,LY A t-4, f, �, 0, " _,�GVED DIVISJON OF li,4-t25iRy sLkvll'-_5 6-- L SEE C C; U 4 D E N C E Geoniat Mound Coniponent Manual - Distriliation Component Manual - Version 2 A SITE Q L 1 F11_�, "1_S A fulisize copy ofilie approved plans. specifications, and this letter skill lie on -sae during construLIjLvlj alld ()I)Cf'l it, ol'ilw Dej),,.irtment, wliicli may include local inspectors- A Department eICLII•0111C �_Lllllj) atil't i-C LIS'e(I 'L11 the S ,�_,.nature sliLdl I)e mi flie plans liictl wh'11 I `I,lie kil 111M i[I.10 C11 11 diI i0il's OiAl he met during Colum-tictiorI or insial 1�i i i(i n :t ii d p rint- tf, ()ceu pa ricy or use: 'rhis approval is suhject (o the conditions on the Interpretive dCjj:jLjLjjj 1111(j4pil H[Illf(j C(l for Ili is situ wi %'6/2,1123. 0 0 'I'lle existint, systeln sit,'ffl hC 111-011CHN LIMM1011C(l j)er SPS 383.33 0 If the fiwcc 111�ATI Is tilhc ins(Ait'd ill (he (j()v,-T10oP(-- ivea, the trench I'm- the force main may not be wider than 12 inches per the Component N11-muml. 0 X'CHry PrI)PIL-1-tv finko prior it) 'illd nt-Antwin proper si-thacks fvmn any neighborino wells and buildings. Prior to cmustrucliml afthe dispCI'S.,11, Check I lie llmlkture art_ the soil to a deptli (48 iiicheki. Sn icaring a Rd compacting (4%vvi st)il will result ill i,c(lucim, I lit- iiifilwAtion cap..,t:jjv (11" jjlL.,;oil. 111-jyt�r 111(iiistui-c contcnt cmi he determined by rolling a soil saniple between thc hands. If It dills into a 1/4- inch vs -ire., (he %He Is too wet to prepare. Ifit crumbles, site preparation clati priweed. I l'"I lie �Jtc is Im) wet to prcp�% re. (10 n0l, p rla,cctj Uil ( H i I d Hes. lowing. Any �jra%sv,% Imi1pct- diall o" sli-311 bu cut short and The dispursal, MI site shail be j,)r(Pjm:v1%- pi-viiared 1)rior w p P_ rem iivvd - 'ro avipitj matting, any IeA% es or loose orp,�i itic matter shall lie rat..ed up all(i u t trees and shrubs flusli t(.j the urraund and Iva-\ u Avoid operaiitiu equip mcnt on the dispersal cell Me. If necessary. use only iracked equipment, during dry condlitions. with inkiinial passes, to avoi(l cmnl),-i0I0FL 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 PDwTS described in this approval and Wis. Admin. Codc SPS 383�54 i. 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 licensc€I to do so by the Department per s.145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Elizabeth Rudnicki Division of Industry Services Phone: 608-400-31 Sf Email: elizabeth.rudnicki@wisconsin.gov wisconsin.gov Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0. o0 GooMat MOUND AND PRESSURE DISTRIBUTION COMPONENT ESIG INDEX AND TITLE PAGE Owner Info Project Name BRENT E & LORELEI'VVINK Owner's Name �. 't Owner's Address- 2276 130TH AVENUE Property Infix Property Address 1315 2647H STREET LegI Description SW SW S 25 T30 N R 1 Township Emerald County St Crotx Subdivision Name NA Lot Number NA Block Number NA CSM# NA Parcel I D Number 01 - 10 - 40 - 000 Plan Transaction Index Pages Page 1 Index and title Fags 9 Tank cross sections Page 2 Data entry Page 10 Site Diagram Page 3 GeoMat n-iound drawings Page 11 Soil test Page 4 Lateral end dose tank Page 12 Soil test Page 5 Distribution media Page 1, 3 Soil test Pace 6 System maintenance specifications Page 14 Aerial Page 7 Management and contingency (an Page 8 Pump curve and specification MARY JO HUPPERT License Number 1559-007 Cate 08/14/23 Phone Number 71 -4 - 77 g ■ Ihi+ r.° i+i•A''-'�d F,;k o4, ,1{ '^jf+ %/ it p■ yy/■ 1j 1Vi!'. M d PA 1P n■ 6 i Tom. • ` � f� ■ * it A .. ,r , SEE ed fo� Welk t Mound Component "Ianua15118122 y. d �y -Publ�tiK &sign of E'ressure taro uti n Networks for t I re ` `� - r 1 nb uti n mpon nt Manual � 1 (May 0 " �} t +n741adM Mound and Pressure Distdbution Component,Design D e, I g ti VV o r k sh e e I Site Information R Residential or Commercial Design I N I Required? 300.00 Estifrated Wastewater Flow (glad Peaking Factor (e.g. 1.5 = 150%) 4 50 - q0 Design Flow (gpd) 6.00 Site Slope (%) 102.25 Installation Contour Line Elevation (ft) 10,00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd/ft2) 125.00 iContour Length Available (ft) DistribLition Cell Information 3.25 Cell Width (ft) 80,00 Designer Input Cell Length (ft) 2-00 Di5persal Cell Design Loading Rate (gF.)d/ft''. I 69,2�1 Diispersal Cell Length Required (Q) 2 Influent VVastewater Quality (1 or 2) Pressure Distribution Information E Center car EnO Manifold Are the laterals the highest point I Number of Laterals in the distribution Y 0,00 Lateral Spacing (ft) np:'twork? 8. 9 01 Forcemain Dratsiback (gal) If N above, enter the elevation (ft) 0.50 Forcemain Filter Lo%s (ft) of the highest point. i- 1.50 Forcemain Diamelef- (in) 97.00 Forcemalin Length (ft) Does the forcernain drain back? Y 90-00 Inside Pump Tank Elevation (ft) 0.156 Crif ice Diameter (1n) (e,g, 0,25) 3.50. - ! i tl� 4 , � Orif i ce SpaGing (ft) = 11-3 0 ft2/0rif1Ge 4, � r, System Head (ft) x 1.3 13.66 Vertical UR (ft) 1.48 Priction Lass (ft) 20-20 Total Dynariiic Head A 36.33 5x Void Volume (gal) 4 5.2 3 Minimum Dose Volurne fqal) 1 System Demand (gpm) Diameter Selection Lateral Diameter Selection Manifold Diarnetc r Selection in, a i a, options choice "Ili. d"la, 02tions choice 9.75 1.00 1 -00 1.25 2.00 1.50 x 'X 3.0 x x Manufacturer Information Treatment Tank Information Effluent Filter Information 1000.00 Septic Tank Capacity (gal) 7 Filter Manufacturer Concrete Products, Inc. Nizi-inufacturer see pump laank Filter ModelNumber D os Tank InforrnatiaGallonstinch Calculator e TL rl f-'6U.U0 Dose Tank Capacity (gal) Total Tank Capacity (gal) e 1�706 Duce Tc-irik Volume (gal/in) Total Working Liquid'Dpth (in) M'eser Concrete Pruducts, Inc. Manufacturer gallin (enter result in cell DcseTankVolume) Project: BRLNT E. & LORELEI A. WINK Page 2 of 14 Mound Plan V*iew W i L Mound Component Dimensions A 125 ft E 16.34 in 413 80,00 ft F 14.50 in CD 14.00 'in G 0.50 ft D) 260,00 (ft) Dispersal Cell Area 5,63 (gpd/ft) Linear Loading Rate Mound Cross Section View J A H 4 1.00 ft K 10.42 ft 1 11.23 ft 1- .100.84 ft J 731 I* VV r--2 1 TM ft 115B.54 (ft-) Basal Area Available 6" End of B Obs. Pipe Placement GeoNlat Dispersal Area Observation Pipe 12" ASTM C 3-3, sand as Geomat required for Geo Ma.t Distribution Cell component --�� 1� GeuMat + 12" ASTM C-33 sand I `_i 105.63 F 1.?,-i i h G a d Cover Material 104.50 Lateral Invert Elevation 103,42 Dispersal Cell Slope 6.0 E Elevation Tilled Area Forcemain Ire si(.0 soil fro c.-ittj soil TopS(.)i1 Cap S 1 -4 p tibst) I CL D A51"M C 33 sand (F) ASTM C 33 sand (D) Tilled Layer o Geo Mat Contour Elevation -102.25 See details on page 4 for number, size. and spac?ng of laterals. Project, BRENT E. & LORELEI A. WINK page 3 al, 1.4 End Connection Lateral Layout Diagram 0 Turn -up w/ball I va Ive or cl t u ea'Ono All orifices point down /I I orifice located at Z P Laterals & force main ot PVC Sch 40 [)er SPS Tabie, Number of Laterals 1 Orifice Dameter 0.156 in Lateral Diameter 1'.50 OF"fice Spacing (X) 360 ft Lateral Length (P) 79.6D ft Orifices per Lateral 23 Lateral End (.Z) 0,40 ft Orifice Density 11,30 fl.21orifice Later -al Sp9cinq (S) 000 ft Manifold Leiigth 0-00 ft Lateral, Flow Rate, o 2 3 9 gpm Manifold Diametef 1 .50 111 System Flow Rate 12,39, rpm Forcemaln Velocity 2.251ft) sec Dose Tank Information DifiIension Inches Gallons A 23.57 40077 B 2.00 34,00 C 2-66 45.23 D 10.00 170.00 Total .__38-24 650.00 Filter Manufacturer Clea rflow Filter Model Number NSSCH3.04 Aji-1111111 rvl anti farturer !SJE R1,oriibus Alarm Mudel Nuber AB Tank AlerL Wieser Concrete Products, Inc. Capacity 650.00 1 Volunle, 17.00 PumpMaTlUf�3(Ajrer Technology, a xylem brand Purrip Model Number PF-4 1 7-7 1 qCj 20,ZO]ft TDH PUR-1r) MUs" De1ivL--,r gpm at I diameter 1,5 in, Pump off elevation (ft) 90.83 Dose tank- elevation (fti 90,00 0=1 4 Project.. BRENT E. & LORELEI A, VVI Page 4 of 14 GeoMat Distribution Cell Media Layout -3.2 -5 C el I Wedt-h (ft) r 1w6 Sidewall to Lateral (ft) Distribution Ceil Cross-section Arrangements Distribution Pipe With Pressure Lateral L-0-.I Orifice Shield Tumup Enclosure Pressure Lateral GeoMat is covered with approved geotextitle fabric as per the their product approval. Distribution Cell Plan View Layout - Typical r 3_ell Width -A fft) 8c'.'00 Cell Length - 9. (ft) .'';' "Puf:'p OMWEEMMIjEw *� Sand Fill Recommended Distribution Lateral Orifice Shield Pip8 Dilia. Approved Infiltrative Fabric GeoMat Component 7 llnfiltr�tive Surface/Plow Layer him M M Vw',i l: er T iQ h t Toilet Flange 4 Rebar Ink In! di I M'in Im!:I j Aoll il 11 Min nrd/Gelo) dmlaff� Stil,)soil Cap ASTM C 33 sand (F) 4 A-cjTM C 33 sand (D) Tolled Layer Geo Mat - See detaII5 on page 4 for number, size, and spacing of laterals. Project BRENT E. & LORELEI A. WINK Page 5 of 14 and System Maintenance and Operation Specifications Service Providers I`Qime WEYE SANITATION, LLC Phone 715-781-2063 POWTS RegAi�-,--:#',;, N.ir TIE,� S� Croix County SPIA - Zoning Office Phone (715) 386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd EsLIQlated Flow - Average 300 gpd Septic Tank Capacity 1000 gal Soil Absorption CUMponent Size 2613 ft 2 Type of Wastewater Dornest�c Septic and Pump Tank Effluent Filter Pump and Controls Alirr'n Pressure System Mound M,-,.ixinium Influent Particle Size 1-8 in Maximuni BOD5 30 mg/L Maximum TSS 30 mg/L Maximuml r,r- 0131 10 mgiL Maximum Fecal Coliform 1 1 OE4 cfu/100 mL Ser-vice Frequencv Inspect Jnd/or service once every 3 years Inspect and clean as ilecessary at least once every 3 years lest once even ,3-years hould lest periodically Later�als should be flu_z;'Feed and-pre-SSUM 4-'VOIFY 3 yeaFs rInspect for poriding art seepage eve—i 3 years Y let Miscellaneous Const-ruction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a wate. r-tight cap and are secured in as Shown in the Synergy SystemeoMat Mound Component Manu R.11 Version 1, 2017, 2. Dispersal cell media conforms to GoA.I.-it products approved for use with the Sern erg y Systems GeoMat Mound Cornporient Manual Version 1, 2017. Media is covered with an approved geotextille fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS, 384, Wis, Adre. Code. 4, Tillage of the basal area is accomplished with a mold board or chisel plow. �5- The mound structure and other disturbed area will be seededi and mulched to prevent sail erosion and help reduce frost penetration. Lateral Turn -up Detail 6_8" Diameter Finished Threaded Cleanout Lawn Sprinkler Grade Plug or all Valve Bob % Lateral End5, at Last C)r1fir-L, Where / 090r, of Long Sweep 9,0 or Two 45 Degree Bends Same Diameter as Laterdi D Cleanout str'bution Lateral Lateral 1.3 Feet project, BRENT E. & LORELEI A. WINK Page 6 of 14 Mound System Management t Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [Synergy Systems L,L.C., Geomat Mound Component Manual version 1, 2017, Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01l01) and SSWMP Publication 9.6 (01181 )] and local or state rules pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as PO`111TS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. if the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner as to when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Wisconsin Department of Commerce. Pump Tank The dosingum tank shall be inspected at least once eve 3 ears. All switches, alarms, and pumps shall be tested to verify proper (pump) P every Y P P fY P Pe operation. if an effluent filter is installed within the tank it shall be inspected and serviced as necessary. if the force main has a weep hole, it should be noted if it is functional during pump operation, and if not, it should be cleaned. *****No one should ever enter a septic or dose tank since dangerous gases may he present that could cause death."*** Abound and Pressure Distribution S tem No trees or shrubs should be planted on the mound. Plantings may be made around the mounds perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October -February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD., 150 mglL TSS, and 30 mg/L FOG for septic tank effluent or 30 mglL BOD5, 30 mg/L TSS, 10 mglL FOG, and 1 04 cfu/1 DD mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 3 years. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank 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 dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its` present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: BRENT E. & LORELEI A. WINK Page 7 of 14 IT R " I t t, I I I I i I :� QG I A d� , j:2 r a 0 40, i la"p, u i 6110 12" 0 0 2114 0 9IM-11, t 0 12 0 -...'L.;v FLO"0,1;'P'rm-mR NINU-7F, 2•-2., -- r { 4" CAST-�A—SEAMT 4.. 4AS+—A—S�AL F 1 •y j i i F?1- 7 tR 0R _ _ .% ... - _ _ _ :N'r ,� NLE7 r j E � U Ln I et 4" VE N PUMP PAD' TANKS ARE MANUFACTURED TO MEET OR EXCEED _ASTM C-1227 REQUIREMENTS WLP1000/650-MR TAB K S P E CIE-1 C ATE N S DIMENSIONS: ?� a WALL: 3" BOTTOM. 3" i COVER. 5" w MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 54 1 /2" LENGTH: 1 2'- 2" WIDTH: 7'--Oo BELOW INLET: 43" 1 LIQUID LEVEL: WEIGHT•. 14,944 LBS. INLET AND OUTLET: r , o c b r C 4" CAST -A --SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER:ul { a WISCONSIN, SEE DETAIL #1 D L- (OTHER STATES SEE CHART) , LIQUID CAPACITY: 2fi32GAL IN (SEPTIC) 17.00 GAL/IN (PUMP) m LOADING DESIGN: B'- D' UNSATURATED SOIL � TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON U 0 COVER: MIX DESIGN #8 (NO FIBER) r TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CU STOMI ZEO TANKS: FOR CUSTOM TANKS CONTACT WESER CONCFETE REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED; r FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: Plot Plan Page c3f PROPERTY OWNER: z� Legal Descriptjon: VCL ............ L 00 Z, i I - 40 FT. (except where noted) backhoe pit North 01 T .7V to A. (> �7 n, Site location: Wi,sconsln DC,11AU1111C1.11 of Safety and. r1rol"c",lonal Suvicch I Division kflnduslrSv1vICC5 4922 Madison Yards Way TIO Bvx 7302 Madison- W1 S'-'().7 Septenibcr 6. 2101-1_1 OUST I'D N 0 . - 2 24 8 32 MARY JO HtJI1P1,_ - R I' 25720 FIREFT-Y L..\NE WEBSTER. W1 54893 ON . 'AL APPROVAL PLAN APPROVAL EXPIRES, NA MUNICIPALITN'. TOWN 0 1 - 1. 1 %M I.- R!1\1 1- 1) T. CROIX C'OUNTY SITE: WINK B R i._ T V- Ls1. () R E1 1315 21oTH STkEET EME IZ.,\ I - D, NVI 5 4111 I SW 1..4 OF THE S W 1/4., S 25, T3 ON w R I 6W FOR: SOS H,, SATURATION DETERNM UNATION j1holle- 00-210('1-2 1 121 wet) 7' P Tony Evers, Govi,,i-iwr Dan Itereth, Seci"et;ti-� hJCI1t11h_'Mi01I NL1T111)L:T-- Plan Revietv No.- 11W] S-0922300146-SSI) Application No.: Dl'--t-08423_363141� Site I D N� o. - S IT-1 0125 Pilaw rc,'_LJ,th),ill idatificatioii tiumbeir-, I'll C"Ich correspondence with the Dcp3nnlclit. CUNT 1 T/0 NA 1- L Y A f -1 ijj DEPT OF SAF,7TY DIVA� 5 10 N C F Z4_': L_ rkY 5 S S E E C C; N 1; E NCIE Hic submittal dc4imbed above h.,t,.; been reviewed for confoi-rnallicc with applicable Wisconsin Administi-xive Codes and Wisconsin StAUWS. The SL1111111(131 liLtz,, hocii COXI)ITIONAL.I.Y APF'R()%T1). This sy,,,tew tii lie construct-d ;ind located III etc of the enclosed approved I-)kms and with iiny conii,ponent tinanual(k;) rcfcrcnced a[)()N,,c. The owner, its dctincd in chapter 101.1)ICIU), Wi i 11 St4',l,'LLJICI,,, i.q �11 "Ible t�()J_ k:0111[11 I'LiElk:ewith al I cods reLi ui r_-mcnus- The i-011itm ing conJ i nons shalil be nict 6ul-Ille, C011S11-UL-Ll(,A` 01 111.,�kalklt1011 Mid prior to occupancy or tise: C, • .,%PPro%-al is herchy IfT,contud pw-,omrit to s. SPS 38-5.00(2), Wis cirri. ('()& (o -2-stlinille die depth ofs-e;v;onal soil saruration kLISCd 0111 sirI 11111,cl 11111!,11,14 Irl CoMpleted hNl�llv% Jo Huppk-it, Cul'tiflurd S1111 Testcl- (('S'l alld hel- recommend ations, 0 This app ro-va I is 1i m it ed io , I c ,,t i i I c I i; il-tictcl-I A I CS S jj�%-Jlj 11CSt 111-111�J�T L k 1111111 the tested area. ThiN .111111,0va] I L L cinent Practices and does not was-rantthe luncti0flilIg Of the SYSIC;11. Watet- conservation. wLAstewater disposal practiLe and -system 'H �iid in the kjilgoviiy oFllic -v-steni, 0 Oil -site visit was conducted by CeC'c Rudnicki., DSPS on Juili 19, 2023. 0 The estimated highest level of pi-olonged soil satu i-at-1011 JPPITIVC(l Under this (Ictert"Ination i �4 10 111a,,Ilcs lvlmv tv-�,Idc. .,Nt 0 Soil Is rcqull-ed Il r a([,..L,IL 'Itc ti- i."I( I cast 26 111 c h k:,N t P i-,sa i) �1 111t 111 1 t ti11 t I !'�. I . " k L 0 The basal soil application t-zi I e fi vi. (11 c 1111) I'l. n 41 k , I I I ii -1v 0, (1 LT'pki, -, 1. '11 k i c, I I i i car lo,,tkl i rig gpd" Vt Prim- to consti-uction of Iic d.V!.pk:rsa1 mQa, cllwk:�k the inoll-,11,11'C C0111elll 01- 11W Mlill to a (1clith. ot'8 inches, lw�_, and conipaciin�_,L of wet soil wl 11 re�i�dt in reducing the infilwLit](HI c,Lij%icity of the sod. Proper soli nioisture collient Clip be by roill-119 .I mpil suwplc k2w.-Cell 0ic 11�,.tiids. 'I P'it it-il k, ii1to a 1/4- inch �� ire, thk: -,;Itc i, ci [o prqarc I k" "it ci-umblcs, i z L Pry paratiou ca-ii procced. I 1"the site is to(e( to prcpirc, do 110t PrOCCCCI Until it dr-ics. 1)1,10t. to PACMIC11t is reql1il-eto Inip, d rovveil e al water movei-nent. 0 Chisel plowinor to a depth of 12 inches inin.lediate1% Wid I S HiLL) _t11C_ -_'JOil �AdUllll, 1P Landscaping tit) Slope 44 thu 1114jund "11;.111 tic 111to flic 1"(AN''I'S desigN to :,L:1.j4 ce 1rom conct:n1T-,i1mq,11 tit I o i,l,-T r he til) slope edge of the mound and to d"tx,erL sutface watct, di, milage �Iway from thcs� 0 This apprwai .Nh�fll remol(i valid the sll�: 1". Atercd M Nuch i wav that Llic dcpL11 W, S0,11 SwIILII'Mlotl \'k I ?h1d :�mwtc or If aturatcd i toarod1�cOLINC'VdayadpLIvlesthL 1.ct c1w e -11t1'auve surt c c 0 I [1'1)1 P% L.1 '.11 Tio �1 -Liv rC1111q11l,,N1lCN the LISC Of Coh�i C.itil*ll,t`k�, (11C "Cl)(I" it, 11!011 Voundw,.iter (iv otficn Ltt or ponlons of parcels. 0 -nounid syawm design for di.is site Im purp(L)S A copy of this approval totter an(i attacimmits must accompany ilic i k:,S of PJAII ,Ipprov�il wid samwv�- perimi i:,suancc. A copy offlic itpprovcd plmis, Lii-jd dil, Ictier sliall be on -.site dumig comtnictioli 6wd opc,n (() Inspection by ziudiorized reprosentart Ivcs of the Dcr;ivtment, W11MI T11.'jV include local i Tl'-PCL-IkVs. All PCIL1111tS FL: LjU1rCC1 by ilic statc or the local 11111 TI ic I p,' I I ity shall be obtained priol, W �km [I inkI)CCI nent (.,)I` C011�LrUCHOTI, insta I ki I i,tm, 01w I kk,t 011. [n gn-Linting [Ills �31-sprov,,)! Ole Di -vision ol'Industry Se'i-viccs resenres ffie rt'LIit 10 rC(JUIrC changres or addillons should coii.ditions arise makliiLlwnfv dc nplmicc. p r t ["I i1 17-Clde�g[I1WW1111Ievc thincr of the rcspons 1 bi I i tv for design I fig a sqfc bil I I d ire tr S -UL(Ure. or conij)onew. InquirICS �`OHL:�,Pllllg tlii,, ni�,iy be m,'idi: 10 nic at fl-IC ('eleplio1w lktcd 11clow'. 01" 'If 01C of] this lettcl-11011(1 The il)W, L sh,,Lill pi-ovide a ck,)py tit' OiiL,, lctu2r and t11,1C P)\V I'S managenicta J��,H' 10 OIC 01X1WV Utid .41m %01.0 responsible for the instalkit ion, operation or rnammiante w dic POWTS- sincerciY. 7 40 Eh-7a])�.Ili Tel` dnicki 1')i,% 1"It'm �Crvlcc� Pholic- (50�-400-3186 F � k: Rk %.: LI L � I i �: d - S241 f, () 0 Fee Received- S'2140.00 MikIL11CC DUC� �().])Ij .Reflirtld Expected: SO,00 BRENT E. & LORELEI A VAN& 2276 BOTH AVEWE GLENVVWD,CITY. VW 54D13 1315 260TH STRSEET SW 114 OF THE SW 1/4. S25. T30N. R116W 'TOWN OF EMIERALD T. CROIX COUNTY COADITIO.VALLY APPROVED 3 beciroorn dweWV D E PT OF S A FETY A P,J D ;,'� C ir- E S �Z'� ION, A L '; 17 R V 1,�C- E S DIVISION OF �S'Fp 'y S kLV, SEE Kll.--�POK)ENCE piepafed by: IL t JL 1 7. -1 Ar (7cS ft--6-TAG & 1.)t--S!r3N HULL L 25720 F!Ri--F'LY LAND WEBSTER, W 54893 715 - 426 -1775 i . I NTROOUCTIQN This soil tester was contacted by the owner to conduct an on -site as a previous soil tester notified therm that the soils did not have A+4 conditions that is required per the State of Wisconsin, Department of Safety and Professional Services regulations. i also verified the same conditions. This report is required to determine the suitability and the installation of a private on -site wastewater treatment system (POWTS) in lieu of groundwater monitoring. This property has an older POWTS as the owner would like to divide the property and sell the dwelling off the agricultural land and keep the ag Iandi reviewed three pits and determined that an Interpretive Determination Report (IDR) would be required for an approval of a new POWTS. The property is located 4 miles west of Glenwood City near C.T.F. D and C.T.H . DD in the town of Emerald, St. Croix County. 11. is R E PA RATI ON OF REPORT This report is being prepared according to the standards set forth by DSPS 385.60(2) of the Wisconsin Administrative Code and a guideline prepared by Leroy 1ansky called "Preparing the Interpretive Determination Report." III. REQUIRED INFORMATION A. The Soil Evaluation Report has been conducted according to DSPS 385.40 and is attached as part of this report. PAGiF 2 — WINK — TOWN Of EMERAh41 B. Loca I Hyd rol4M .1. 5uf,f ace water-. no punding appear-st[o take place on the site based on the *vgetation. Below is d map'trOm St. CrOix County website showing fjoodzone. It showsr this area is not in a wetland, or a wet m-eadow. The site has a 6 percent slope to the north. Also attached is t tie W I DN R Su riace Water Data ToAGE 3 — WINK -- TOWN OF EME M 2. Subsurface' tr• sorne rainf it leaves the site and some is absorbed into the A horizon,, The silt loarn texture within the A horizon has tr tur with root and worm action'taking place. The subso-6 hdS a weaker structure with more clay content which tends to hold more water due to the evidence of redoxi mo rp h IC (eatu res which va ri es fro m 10 to 30 inches 3. Soil Saturation: soil appears to become saturated due to the heavy sandy loam and unde` dying till. No water was observed. There was no observation of any wetland type vegetation. 4 4. Surface Water Elevations: tht5, area is lies between Lake SL Crckx arici Red C. edar River. FNasln In the Hay Creek, River Rasin. There are rio surface water% near the pf'oposed site but a dry run. see the attached FSu dace Water Data Vi ewe r Ma p" f rcxn t h e W1 DID R web5ite. The !it. Croix River IoLation is approximdteak" 17 ITIiieS tO the west, and Sand Creek is to the east and flows southemlY. See reap from W I ON R website. Surface Water Dah V'ewP.lr RA2P I dMimmi - Novi* 'It ml, I - OGE 4 -WINK -- T OWN OF ELMERAL - — wlW -- TOWN OF EMERALD P&GE 5 E Me M Parent ma,teSri al.- the parent material is sandy loam till. 2. Landform type: rv)oraines and ground moralf)eci- I con^ tkiom 4ASM Oon map belowo I 4 PAGE 6 —WINK — TOWN OF ELMERALD Soil Series and Mapping Units: The United States Department of Agriculture (USDA) has the area nrtapW as a Freeon Series with underlying sandy loam till. The soil tester encountered the solis similar except finding shallow- dense ffiateriai. The series is described as adequately drained and permeability is mi-iYerate. PAGE 7 - WINK ww TOWN OF EMERALD F. Field Observations: the proposed Site is in a mowed lawn area and has been for many years. There is a nice slope from the site that will drain to the north so no ponding . The landscape and all soil pits had very dry conditions. There has been no cutting or filling in the area and no drain the or drainage ditches were observed. G. Comparative Analysis: all soil borings had high and low redoximorphic conditions under the A horizon that were few, fine, faint and then progressed to common, medium, distinctive which indicates that it will become more moist above the weakly cemented sandy loam. Therefore, i believe that no prolonged saturation occurs in the top 10 inches for more than 7 consecutive days, H. Government Reports and Comments: there has been 1DRs approved on property located approximately 3 and 4 miles north and south of this siste. There are a few new POWTS within the area. Conclusion and Recommendations: The site is suitable for a POWTS as evidenced by the redoximorphic conditions described above and on the soil report. There appears to be no evidence of hydri c soils or wetland vegetation. PAGE 8— WINK --TOWN OF EMERALD Most of the water is absorbed into the site and moves northemly to the dryrun and then maven eastemiy. There is a nice slope to the site and no surface ponding anywhere. No prolonged saturation occurs within the top 1 finches as evidenced by lack of the redoximorphic features in the A horizon. 1. The sand fill shall be 2.17 feet of A5TM C-33 code required material. 2. The system loading rate to be 0.6 GPD/ft2. The linear wading rate is 5 0 gpd/ft. 3. Plow depth to be at least 12 inches during dry conditions so there is no chance of soN smearing and allows for better infiltration at a downward movement. 4. Construct the toe area of the system at a 1:4 ratio instead of the required 1:3 to increase absorption area. 5. Recommended system contour elevation is io .00 feet and system elevation feet. The Mate of Wisconsin. Department of Safety and Professional Services Wastewater Specialist will review the site and report to make a final approval. Submitted by, Mary Jo Hupp pert Certffied Soil Tester p224832/Designer ri1859-007 Mahe Upil L)esc rip-, ion I F'f,34K5111, iu,-im 2 lo 6 �Wf LWA Solis that have profiles that are almost alike make up aso;) sertes All the SO] f a senes have major horizons that are similar in composition, lhickness, and arrangement. Soils of a given senes can differ in texture of the surf ace layer, slope, stonim—,,; , salinity, degree oferosion, and other characteristics that affes(I 4101,11' rase. On vii: basis of such differences, a soil senes is divided soil phases. Most of the areas shown on the detailed soil rnaps *irk' phases of soil senes. I he name of a soil phase c.ommonly indicates a feature that affectsi use or' iii,anagement. For example, Alpha sett loam, 0 to 2 percent slopes. is a phase of the Alpha series. Some n1ap units are made up of two or more ma)of soils of miscellaneous areas. These map units ary complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate patlem r in such small areas that they cannot he shown ',;eparately on the maps. The pattern aria propomon of the soils or miscellaneous areas are sortie hat similar in all areas. Alpha -Beta Gurnplex, 0 to 6 par rat slopes. is an exartiple. An also ciatton is made up of two or more geographically associated soils or miscellaneous areas tIhat are shown as one unit on the maps, Be -cause of present or anticipated uses of the map units in the sur-,,�j area, It Wi3s not considered przictFcal or necessary to ri)ap the soils or miscellaneous XF.LaS p'-i f a LU I y. T he p i'ttern and relative p ..)rb n of the so111s nr miscellaneous art— ; rare %ornewtinl SIFT10ar. Alpha - Beta association, 0 to 2 perceril sslope-s, is an example. An undifferenhare(I qroue is made up of two or more soils or miscellarleou.- ® I, eas that could be mapp�:,'-,,individually but are mapped a one unit because similar interpretations can made for use and rrianagemert. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform, An area can be made up of only one of the major soils or miscellaneous areas, or it can be rnade up of all of thern, Alpha and Beta soils, 0 to 2 percent slopes, is an example . -.',urveys include miscallaneotis areas. Such areas have little of no Soil material and support little or no vegetation, Rock oulcrop is an exauipte. Additional information about the map units described in this report is available in other soil reports, which give properties of the soils and the linittations cap-abillitties, and potentials.► for many rases. Also, the nar-rateve..9 that accompany iw';' r, . I %�! V I � , eports define some of the propedie s included i n I he map u n it St- Croix County, Wisconsir FnB—Fr eeon silit loam, 2 to 6 percent slopes Map Unit Setting ,N-)ti0n,;) reap unit symbol- 2triyfn Ellr7'VOai,,.,r1 840 to 1,700 feet Meari annuat precipitation 28 lo 36 inches Mean annaa�a)r tomperature., 39 to 48 dogrons. Frust-free perfod, 120 to 110 days Natural Ro%ourcve- SU111 SI.A!'V%-%' Contiervation S*rvoce Ccx)p#,f,,j1ovu ';,j,ll Map Und Description- Freew sit loam. 2 to 6 pereenl SkPM—St. Croy County. ► iscons,n Farmland classification: All areas are prime farmland Map Unit Composition Freeon and similar sails: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the maponit. Descrlption of Freeon Setting Landform: Moraines, ground moraines Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): tnterfluve, rise Dawn -slope shape: Convex Across -slope shape: Convex Parent material: Loess and/or silty lacus#rine deposits over dense sandy loam till Typical profile Ap - 0 to 8 inches; silt loam E - 8 to 13 inches: silt loam EJB - 13 to 19 inches: silt loam 281E - 19 to 25 inches: sandy loam 28t - 26 to 45 inches: sandy loam 2BCd - 45 to 58 inches: sandy loam 2Cd - 58 to 79 inches: sandy loam Properties and qualities Slope.- 2 to 6 percent Depth to restrictive feature: 39 to 59 inches to densic material Drainage class: Moderately well drained Capacity of the most limiting layer to transmit water {tCsat): Law #a moderately low (0.01 to 0.06 ir►1hr) Depth to water table: About E to 18 inches Frequency of flooding: Nona Frequency of ponding: None Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 m m hoslcm ) Available water supply, 0 to 60 inches: Moderate (about 7.0 inches) interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: CID Ecological site: F090AY016WI -Loamy Upland Forage suitability group: Mod AWC, adequately drained (G090BY005WI ) Other vegetative classification: Mod AWC, adequately drained (G0900Y005WI), Acer saccharum-Tsuga/Maianthemum (ATM), Acer sacs harumlA#hyrium (AA#). Acer saccharuml web Soil Sn►c3y 811112023 j Natural Resources raPage 3 of 5 am" (;On Ervabon Service National Covperative Soil Survey Map Unit Descnptton * F room stiff loam, 2 to 6 percent slopes--SI . C rot x County, Wisconsin Caulophyllum-Circaea (ACaCi), Acer saccharum/Hydrophyllum (AH ), Acer saccharum/Viola-Csmorhiza (AViC ) Hydric soil raring: No Minor Components Magnor Percent of map unit: 19 percent Landform: Moraines, ground moraines Landform position (two-dimensional): Footslope Landform position (three-dimensional): Base slope, taif Down -slope shape: Concave, linear Across -slope shape: Linear Ecological site: F090AY011 WI - Moist Loamy Lowtand Other vegetative classification: Mod AWC, high water table (G990BY994WI ), Acer saccharum-TsugalMaianthemum (ATM), Acer saccharum/Athyh um (AAt ), Acer sa ccaru ml Hydrophyllum=(Circaea) (AH-Ci), Acer saccharuml Caulophylium-Circaea (ACaCi), Acer sac.charumNiburnum (AVb), TsugalMaianthemum-Coptis (TMC), Acer saccharuml Hydrophyllum (AH), Acer saccharumNiola-Csmorhiza (AViC) Hydric soil raring: No Capitola Percent of map unit: 3 percent Landform,- Drainageways on ground moraines, depressions on ground moraines Landform positron (three-dimensional). Dip Down -slope shape: Concave, linear Across -slope shape: Concave ,Ecological site: F090AY006WI - Wet Loamy Lowiand Other vegetative classification: Mod AWC, high water table (G090BY004WI), Not Assigned (wet mineral soils) (Nmin) Hydric soil rating: Yes Santiago Percent of map unit: 3 percent Landform: Moraines, ground moraines Landform position (two-dimensional): Shoulder, backslope Landform position (three-dimensional): Side slope, rise Down -slope shape: Convex Across -slope shape: Convex Ecological site: F990AY016WI - Loamy Upland Other vegetative classification: High A1i'IIC, adequately drained with limitations (G090BY999WI), Acer saccharumlAthyrium (AAt), Acer saccharum/Caulophyiium-Circaea (ACaCi) Hydric soil raring. No Freeon, very stony Percent of map unit: 2 percent Landform. Moraines, around moraines Landform position (two-dimensional).- Summit, shoulder, backslope Landform position (three-dirnensjuiial). Interfluve, rise Natural Resources Web Soil Survey 49� Conservation Service National Cooperative Solt Survey Page 4 of 5 Map Und Desctip o, Frown sirs loam. 2 W 5 percent mopes —St. Crax COUnty. WiSO nstn Down -slope shape: Convex Across -slope shape: Convex Ecological site: F090AYO1 f Wl - Loamy Upland other vegetative classification: Mod AWC, adequately drained (Go90BY005Wl), Acer saccharum-Tsuga/Maianthemum (ATM), Acer saccharurnlAthyrium (AAt), Acer saccharuml Caulophyllum-Circaea (ACaCi), Ater saccharum/Hydrophyllum (AH ), Acer saccharum/Viola-osmorhiza (WO) Hydric soil rating: No Haugen Percent of reap unit: 2 percent Zandform: Moraines Landforrn position (two-dimensional): Summit Landforyn positron (three- imensional). Inter hive Down -slope scrape: Convex Across -slope shape: Convex Ecological site: F090AY016Wl - Loamy Upland Other vegetative classification: Mod AWC, adequately drained (G►o90BY905WI), Acer saccharum/Athyrium {AAt}, Acer saccharumlVaccinium-Desmodium (AVDe) Hydric soil rating: No Data Source Information Soil Survey Area: St. Croix County, Wisconsin Survey Area Data: Version 18, Sep C, 2022 Natural Resources � �lYeb sod�.�rvey _. _...r_ ... St i � r2o23 ■rr conservation S4rvice Naiio gal Crxqppfafive Soil StjrvAy P�Qe 5 of rsconsin Department of Saf ell 8- PT r-lifeSSPOnal Page il il PfUjr, % SPI SOIL EVALUATION REPORT- 41 arcCprdan-ce looli'th S P S 385. "Nis lil C-we y Attacil cc)mplietp lll plar, or, pape,( r)()[ , q us nclud ST CROIX y, Triari ILI, 1 1 irwhes in S t� Plan nisi i e t,oui no: ltmrled lo veriicat an(i twwizonlai retefence poini F3kqj tjiri�cticw -and pt�icenl Wow PallrLei I D 0 sc,aie or dimen!5i;cxis -north at tow anc xocalion and distance to nearest Toad 0 10- - 1059 - 4- DOO Peasc print all infortnation. Reviewea by Date a4 M) Personicii informatoun you wo-1 miy be used 1w swcuilidary pufposes Privacy (.a, % s 1�1 ill' Propcity O%N,Fief Pmpelrly Locabon ' BRENJ E &LORELEI A WiNK S 25 T 30 N P E 4 PropelrtyOWML-T 5NI,aiting Arlelr�sc, Site Address or CSM and Hof N 2276 13OTfi AVENUE City State Zp Pmane Number Village To-. r Newest Rrwilil 1 H STREET Gi FN'�,VOOD CITY. VVI 54013 L( 715 1 684 --- 0 N ew C. onsl r uM on 0", Number, Gy D NA Li men t Pijniir or nnrrr-lercial - [)es(,r,,,. ji-uL; an e -vc);,jn if appN�-blle Parent rT),,Jterra ll L, 0 F 5 IS C) V 'I: R 7' 1 L L Getieracommerts and rpcorvnLan(lations Ij iNTERPREI"TIVE ' ETE RM INA I 0N RE QU IF D F OR A FJOU ND APPROV, A t 0 SL)IL C, OND, QNS 1 Boring a L]Bcmng DPit Ground surl4cia elev 102 36 1# H�Xtzoci Depth OLM(larill cQkx Redox Desviphon In I Mwnsell 1 Qu Az Cont CXA(X, -_4 1 0 11 7 5YR2 5lil 2 1 16 7 5YR50-3 rX 7 5YR4F,6 7 YR416 5 m i d 5YR4i6 hcwizon 3 �as some gr Llep[M to lirmiting faclor in 'efev 101 44ft Soil App4cMioln Ral! Texuxe Sttudute Consizmence Boundary Roots (jP UIF t' Gr Sz Sh 'E"I E") I 21-m-,bk ds �' -5 2,0-to 06 UPI as c I vf-rn 1 04 06 scl I rr sbk dh f Bon ng $F clsoTing d. Qptt Grotj na sQ r1ace ele v - 7 02 _2 3 ft Horizon DWt, 1,11)anil C01W Rix DewlipWr I Textut e olfuclure In 0�;ell U AGot Gr .aillo 0.11 7 5YR2 5/2 -T- 2 11.18 4 7 5-YR5'3 m2f 7 5YR4,16 T-- 1fPI 3 18-2-4 1 7 SYR44i m 7 c! 5YR4!6 SCA 0M 7 (`. T N.;trri P1oa;jc,,P Punt, MARY J0 14U-RT I I A (--ri I ,st q;,, t I Tl t i n r Dir, -4 1 fill PPF, Depth t) hwnl-�g ?acLoil, - in elev 101 31tt 0 92 f t Soil Appliclil consisterx-le boLu-,dar� i Roots GPD Ft Fff;j 1 F Ffu ds CIS- JS I VI-M 04 Ole d'h 00 0 c I fl, - - —o-�-Mm be r 1-4 224R.12 Telliephone Namtlll 257'110 FIRE F1 V LANE V`l!;TF.'R `llllM �i,4893 71ri-42k 1775 �)6 - 1 2023 E M I srl ,n I V. 1 ;i nll Tl;'; !> 31) S 1 IrXi mg'i E M1 uent ;sl RAF) !: 10 " I OL dnd T S-S � 30 r T-rQ t 2 BRENT & LORELE1 WINK Page Of ❑ Boring Baring # [ pd Ground surface elev 100.37 ft. Depth to limiting factor 11 in- elev 99 45 ft 0.92 ft Sail Application Rate Honzon _ Depth Dommant Color Redox Description Texture Structure consistence Boundary Routs GPDiFt ' In. Munsell Qu. Az, Cont. Color Gr Sz Sh f -Eff#1 'Eff#2 1 0-1 t 7.5YR2-512 -- 1 2f-msdk ds C.S 2vf-co 08 2 7 5YR513 m2f 7.5YR416 1 11-msbk ds cs 1vf-c 0-4 0.6 3 �n` 7. 5YR416 m o d 5YR41� sGl t fsbk dh -- 1 of p 2 3 08or�nt; d Boring # Pit Ground surface elev 10 L03ft. Depth to limrbng factor 10 in f elev 101 fit. .83 ft. Soft Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ; Consistence Boundary Roots GPD1Ft- tn. Munselt Qu, Az, Cara. Colr Gr Sz Sh 'Eff`#1 `ER#2 1 0-10 7-5YR2-512 .. t 2f-msbk I ds cs 2vf-w 0.6 2 1 p-18 7.5YR513 m2f 7 5YR416 1 1 fsbk t ds 1 of-c 4 06 3 t 8-25 7.5YR416 m t d 5YR416 set 4m - --j dh w_ 10.4 00 1 0-0 Baring # Q Boring 0 Pit Ground surface elev. ft- Depth to limiting factor in I elev ft Honzon Depth Dominant Color Redox Desenphon Texture Structure Consistence Boundary Roots In Mansell Qu Az. Cont- Color Gr. Sz. Sh. } � Soil Application Rate GPD/Ft= 'Eff#1 j 'Ef'f#2 t ' Effluent #1 = 800 > 30 s 220 mg/L and TSS > 30 s 150 mWL ' Effluent #2 = BOD. s 30 mg1L and TSS s 30 rngfL Plot Plan Page of PROPERTY OWNER: Legal Description: YCL, I 61- w w R LA � Ld ICU ° {jsj (.�� •r J�� 1 j i 1 � i 9J I" =- = 40 FT. ( except where noted) -- backhoe pit North t Site location: 10' i w AL uiYl 'N * W M w + • lyyi wyy, w� i x �¢ i e r 6 e ` IM e� M Mi e � vw �" ,II ro III „a GG� � F 4 M w. 1965) ThI-- (ISM " -Phagai Geulggy s2l university of wisconsin Madfson MSCOfISM Ik 'tate-s z. Sat Sur /ey of T S, Croix Count y 1918) Unit E)epg3rtment ()f Agricul C * Soil �.,ons(rarvaticn Service w4h the Researzrl ,F , I 1,Y -) Division of h,--, College of Agrr.,Iulture Life Sciences, inovers' Wiscors n f MsCansin e r V I ce s :)c e C16acj'%1!r - J83 and 3,; )Otis SerleLs JOWP1060etl 4 .1j! DN N AjeL--,O P-ge SANITARY SYSTEM File #: S-V. CROJ G]t J N'T - "Y' Office Use Only WHEN- QWNERSHIPlAQaRESS FORM Created 212 02 7 C o ni m u nity DeveloprT'ient Departrnent will utilize this information to Provide the property owner with information regarding operation and maintenance of your new or rep [a(ement sanitary system! This information will be pro vicied 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 educlt'nnal 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 � YYl l `� Mailing Address z(::�6fn � � � �� CitylState/Zip �"Zill Ck-) d 64 k i � - Phone Number (required) -7 69 Email Address (required) �11�14,� 1cwo Parcel Identification Number 010-1059-40-000 J o u i i d on the property tax bill) Property Location SW 1/1 1 SW 1/4, Sec. — of EMERALD Subdivision Plat: Lot Certified Survey Map # 2o4OZ 3 L-Volei rrie Pacie Warranty Deed # (before 2006)Volume Page # Number of bedrooms 3 Spec house 0 yes 0 no Lot lines identifiable 0 yes C3 no OFFICE USE ONLY New Property Address (Verification of new address required from Community Developmeil Departri'ient for new construction.) z (Staff Imbals') I This form must be submitted with all Private Onsit.e Wotei- TreotMent System (POWTS) applications. New System Include with this form a recorded, Aiorrot� (y deed from th e Peg.l.:sf-Ler of Deeds Off,`ce o n d o copy of the certif" ed 6 survey map if reference is mode in the warranty deed. Community Developfi'ient Deoartment — Largo Use Division 715 - __'386 -4680 St, Croix County Government Center LC�SCCW1_gDV 1101 Carmichael Road, Hudsoii, W1 54016 71 S-245-4250 Fax `Mate .Bar of Wisconsin Form 2-2003 WARRANTY DEED Doci.mierii: NUMber Document Name D 17 VT) e t,.v e en Henry'G. Hurt erg and RtWi Hurijorl, his wife RLEGIE.;TER OF DEEDS T. CROIX CO., WX RECEINII.---D FOR RECORD 09/11/2017 2:59 PM EXEMPT#: 17 REC FEE: 30.00 PAD GES: I I TIw 106ove recordiriq infoi inat-roll vel'lfi(-�s that Hil; docurl,wilt hat L dier ()I -I(, 1W Brent E- Wink -C'And 1..oreloi A. Wink, husband Ci J"�L w[lc and vvifet f)oldiffl S. sul'vivorship iv)arital property '� DRA LI I'll Eld tO th(51.11Y11112111er or illf-11-4 '61, 'a vaiI.Iablc, , �ojjsir dcatlon� CU11-vQvL; and warrxn`,, t."I (JI-111te" the iblilowing jrallto,-, t 0, e w r i 1) e(] real I e,� La tk2, to C. 1, with tile I -oil t S, pro fil I S, fil xt 11 1-C ". -%:A 1) t1i ei- -i ppurtenant •1110re S I d o o f N-�` i S oo 1),� all 1-o 1) Q r! v nqjx.&r fY CA a� W) 2 of SVV 114, N 112 of SVV 'i lil of SVVU4 a n d SE Ibl, of SVV 1!il of S ec t I o n 25; NE 1A of SE 114, N 112 of NW114 of'SE '11.1, Exce�pt V( 3 rods thereof ari(l E 1)12 of SE li4 of S E 1 ill of S ecti o ri 26, a 11 in 30-16, Except Lot I of Ger-tific d S urvey Nla p In Vol ume 11v cu Page, 2983-, and E.v;ept 1-ot 1 of Certiflod Survey Mal) in Volume Paqp 4170- 010-106 -40-000- 010-1059-20-000 0 10-1059- 3 0 -0 0 0 _0 10 -10 59-6 This Dcod is giverl in full satisf�-xtion of that certain LCon tra ontract betwaen the partle's 0-0 0 0 dated dune 6, 2008, grid rec u rded J U 11, 7008, aS D () G Lill if3 ri ( N (,)- 876 558. off ice of 0 1C, Rogister of Deods for St, Croix County, Wisconsin. kj) 1 0_1 0 6 2_G()_()50., 0'10-1062-70-000; 010-1063-10-000 1-,.\Q,1ptjo-nks to Easen-ient,.sl EWd FeStriCtiOTIS Of record, arid except any Hens or 011CLJJTb1'Z1nCeA; created or suffer(�d to be created by the acts and defaults of the gratitees, their hoirs, succossors andlor assigns. Dated (SEAL)_.. � L I j LH e n t-Y Hurtclen (SEAL.) k� -.1 4 f 'A L) AUTHENTICATION' A I N 0 w I 1�', 1) G N I Y S Ygri �TATF F VV I S C 0 N S I N ).Ss� M101C.1 Jic(alcd on 31 CROIX c () u 1\ -1-Y pcnqonalty came bef'orc.,nc -Henry G. i-iuriqch ajid Ruth HUrtgon I T 11 1, 1 1f4A4 B F" R I'A'1'1�' 13 A (W W I S CON, S 1?.\! 147 tj(�t S01.1 '11CXC0Ut0(.1 0 fl',C f'0 1-e f--r,() 1119 to 1110 kilown to I)e tke po] (S FEDIF i n s f r4T 1-1 1111 (1 rwk, I I o �,v I e d k Y 0- d -111 c �2 ?4QTAR Y PUSUC 11iomas A. MCGOT'Maq-1<113 ke Stiw of, V V i:pConsin Balcivvin VVI 54002 MyFL LS r j L,[ I- C.ii I I I'l 1, 1.1 U 1) 11 E k: j 1601 r �1 k 11 (1. 1 lo I i 14) t i I i% c ess it r v,'j N0'1'1-�: 'rii is JSA STAN 0A RD FOR 1, A NY rd 0 1) 1 FICA"I'l ONTO 1111 S FORM SI 10 111 A) It D' CI 1"A RJ N 11) EXY1 FI L 1). :(-2 (10 3 Sl- A TF, BA R 0 F W I S C0 BLS 1 10, 2 WARRANTY DIFED N (�--2003 IrType iiarne betmv -,'I .I R I 7e S. fjipr ojo 5 c.,-. r-, St. CrOiX COU my 1053811 Pc q c - :-,4 '1 4 & Profiessional Services Page of 5 ps f SOIL EVALUATION REPORT 2— U N 2 74 1. % - III acccwdance with SPS 385. Wis Adm. we COA Attach corn;Asite p4an on pap not less Man 1/2 x 11 inches in size- Plan must include, ST- CROIX but not I imited #3 verbical and hWz '1 al Merence int (BM), direction and pefcent sly, Par ce 11. D.' d'stanceto nearest road '010- 1059 -40- Plea a print all information. Reviewed by Date Personal information you provide may be used for secondary purp-o:5es (Privacy Law, � 15 04(1)(m)), Prop efty Owner Property Locator~ BRENT E & LORELEI. A. WINK 'J")W SW 1/a SW 1/4 S 25 T 30 N R 16 E (or) W Properly Owner's Mail"Ing Address Site Address or4CSM)ia nd L ot J 2276 130TH AVENUE 1315 260TH STREET City, State, Zip PhoNumber El City IJ VO lage Tawn Nearest Road GLENWOOD CITY, W1 54013 ( '715) 684 - 9231 EMERALD 260TH STREET . . . .......... Use Reshiden il al / N um ber of backooms 3 C4xJe derived design flow rate 450 GPD Replacement ❑ Public or commercial - Describe-. Flood Plar) eievaUorii it applicable NA Parent material LOESS OVER TILL General comments and recommendations INTERPRETIVE DETERMINATION REOUIRE (FR A MOUND APPROVAL — A +0 S0,1L CONDITIONS . ......... Boring Boring # opit Ground surface elev. 10236 ft.. Depth to limi,ttng factor 11 gin- i elev. 101.44ft, 0.92 ft- I Soil Aor)licatlon Rate h Hago n Depth Dominant Color Munsell k Redox Description Qu Az Cont, Color Texture StrucAure Gr Sz. Sh- Consistence Boundary Roots GPDiFt- 0-11 7-5YR2.5/2 I 2f-rnsbk d os -co 0-6 0.8 2 11-18 7,5YR5/3 m2f 7.5YR4/6 I 1 fPI ds cs I vf-m 0 4 06 3 18-26 7-5YR4/6 m 1 d 5YR416 so lmsbk dh Yx 1 Vr-00 0. . 3 horizw 3 as some gr Bonng # i []Boring . pmg 1 1,—e101-3QPit round surf ace eI ev- 10 L3ft, d 0 92 ft- Soil ADDlicatk>n Rai Horizon Depth Dominant Color In M unse 11 Redox DewApw Qu. Az- Cont Color Texture Structure Gr Sz. Sh. Copsistence Boundary Roots GPD1117t' ElT#1 'Eff#2 0-1 7.5YR2,5/2 2f-msbk ds 6 08 2 1 t-18 7 5YRS/3 m2f T5'YR4i6 I 1 fPI ds CS 'I Vf-ril 1 vr-cd 0 �4 0-0 06 3 18-24 1 7.5YR4�'6 m 1 d 5Y R4/6 scl orn dh CST Name (Please Print) Signature MARY JO HUPP (Hollister's Soil Testing & Design)/ Address Date Evaluation col 25720 FIREFLY LANE, WEBSTER, WI 54893 06- 12,2023 * Effluent #1 = BOD > 30 s 220 mgy'L and TS5 > 30:s 150 ry4L F&T-NG-Mber 224832 Telephone Number 715-426-1775 Effluent #2 m BOD, S 30 rngIL and TSS 5 30 mqtL SBD-8330 (R0312-2 Is g� CD ar Z6 SL C IOL co - - — - - - - - - - - - - o &Z S PS ,Wrsconsw DepWrnent of Safety & Profes5lona1 Services D f v is kon o,f I ndustry ServKes SOIL EVALUATIOr, F?.IL-PORT In jrjccwdanc-e with G P S 385 Vk-'i- jkdm Code i 'T CROIX - ete q itc* pi an on p apef no? I eses th an 8 1 � 2 x 11 iri h 1,11(�! ode parwi 10 T(-, and horizontal reference poini, t BNAI 010- JOL%9 - 40 JO(I north aFTOW, and location and dtslare to Please pnnt all irsloirmation. Rev*wed by Dale Person�31 mfcwm3twjv you �xovide may be used for secondary pbrpOW5 iPrrvac,y Law s 15-04OXm)) 11 - - -1 1 -, I Propefty 0W"ef FYoperty Locabon BRENT EF & LORELEI A WINK (j" >b6 SA SW'.* S 25 T 3 0 N R 16 F (of W Property Owner's Mailing Address Site Address or CSM and Lot 9 13 15 '1607H STREET 2276 130TH AVENUE city State. zip Pl)one Number Ll c i Ll vinage 0 Town Nearest Road GLENWOOD CITY WI S401 E MERALD 260TH 5TREET L 5 684 -9231 450 Nt+w C-oristruOicr U Se 51 Residenttai Y Nur n be.f rif t*x&ixxns C -+,:,vived desvin 0 cw rate G;- P D L � keplacement L1 Punt or commercial - Describe F l000, Flf an elevalon if appiicabie NA ft Parent matt-nal LOESS OVER 711-1- f`enerai oumments,.; -U IRE D FOR A FAOU ND AP PROVAL �A +0 Sol ()NL .-N Ri L )ITIONS Page T Of r)g I Bo! a, t, _ Gtf2345 T1 t ou,rxi suac e eicz v "; 0 ire l tow-ve Irk Monsell (j C1 or Gr Sz. Sh '4'f-.msbk Y H 2,52 2 11-18 7 5YR513 rri"If 7 5YR,4,16 I I 1pi 7 5 R4/6 m I d SYR4�115 1 msbk 7 has s=e 08oring 2 Bon ng $1 QP11 Got own Li stj r1ace elev 1.02 -2,3f t D-ep(t) TO iffllfllng faCtOF 1 in elev 1 C 1 44ft 09211 -4 Soil A40",m Rate Con-sistenc�e 80 LN) Lid, Y ER LWJ 15 GPf),1F1. -7- NEff#1 ds Cs 04 0 f, dh .. . 7—C 3 Depth to IpmrUng (ada 11 n - elev ILI' 31ft Soil Appiicaiion H(Xlzon --'h-pth o�o r Redox Descopt0n T6 extUF e Rolft G, P 0, Ft' --, -. %1 on Ou Az COM CCAor Gr 5z Sh Fff# I E "12 1 0-11 7 5� 2f msbk CS ?%?I - C,0 7 5YR'�) 3 rr:?1'7 5YR4!6 1 rpl J 5 1 04 6 3 7 5Y R 4 *i rr 1 a 5YR4',6 -1 h I vf r 01) k- C. q'T Namp (P!Pa4;P Pr" j MARY JO HUPPERT JHolh-jter's ',;nil Tt—, Irr '4832 Address Te4eptv" 716 426 177�; 25720 FIREFLY ILANF. WFBSTER. W1 �)48W, 06 - 12. 2023 � WF tf jj)pnj g Son 10 mo/L an(i T SS a 30- r TiQ t Effluantvl k()r) -�P- Alt) < "r- rne'i AArne!TSR -J� ) -c- 450 m- g't- Jr b L) ts .3 U HUB BRENT A t.ORELE I WINK El Er, 1 ng 0 P11 (-3rounc suriace eiev 1 1, N 1641 Page of Depth to im"Ong lar-lor In eic-4 99 45 M Snit Appir_Wport Ra&e T__ I'Rws GP F V Horizon D�epm 1 Dommant Color Ret,10% Descf'Pflul TextureStructure Consistence Soundary In I Mwisell Ou Az Cont UolQr Gt Sz Sh Erb t �� d b C5 '2 V1 - CO 0,6 0 '12 7 5Y R2 15;'? 21 mst)k _40 7 r-, Y R f; '3 f 7 5 YQ 4115 1 f r-1 s bk d s 0 2 m 1 d 5Y P4:6 Scl I Isbk 02 Ir srmle '31 av P1 4r r� Pit rouna sur10i Depth 10 limning factor 10 in r eiev Gface e.'ev V" 3 71 ft Soil App�icawn Rate Hof iZon 2 3 I- Boring ;w p I r) DOF101flar)l color Redox Desuippon In %4 U n r. Lt�' Iiz CoM Cciar 0-10 40 18 I7 SYR4,16 L &� m2f 7 5YR416 rn 1 d SYR4Y6 Textute !S',fv_tUff- Consismen�.e Boundary Rws F I, GT St �7 E, P I fsb4k CS 1v! 0"1 10-ce Depth to ItmAing faclow —in etev —ft Sod ApPIRAIK)r Ralf? * PIP LO t'M ;% 1 - St :- 30 -:� 220 rng[L and TSS , 3 D 150 rugl a EMoent =2 - 800 i- .30 m g - L a na T SS 15, 30m 9 L Plot Plan Page 3of4 ' + 1 PROPERTY OWNER---- L�,- LE -T r J � IV V • �� 1 i� f�. i'' �i t _ ........ Site location: 1" ---- 40 F. (except where Hated) a bade pit North Wisconsin Deparimcm koj'Safety �md Professional Services olAndustr,,- Services 4 8 -12 111 ad I so I I Yard,, Way 110 Box 7MI2 Madison, W1 53707 September 6, 2023 CUST ID NO. - 224832 MARY JO 11 U1 PPER'I' 25720 FIREFLY LANF -I WFBSTER, W1 5489-) LX-130-11.1-1 I PLAN APPRON'AL 11XPIRES: NNA M U N 10 PA L ITY: TOWN OF EMERAI,,D ST. CROIX COUNTY SITE: BREN'r E. & LOR.F11'.1 A. Nk-'INX 1315 260TH STREE"I' EMERA L D, W 1540 1 Ste` 1/4 01: -1-H E SW 1/4 . S 2 5 -1-10 NN . R I 6W FOR: SOIL SA"I'URATION DETERMINA"HON Web. himH -P, 11--mall - I'f) n's U % c rs, G ove rnor 0an llereth, Secretary Identification Numbers Plan Review No.: PWTS-09'),300146-SSI) Application'No.: DIS-082336349 Site ID No.: SH'-120125 Please refer to al I j de tit i ficat i tm numbers in each correspondence with ille Department. COINIDIT1041VALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE Wtk.ESPONDENCE The submittal described above has been rev ievved i0r co n floril ia rice with applicable Wisconsin Admiili,,trailve Cod os and Wisconsin Statutes. 1hesttbmittal has been CON 1.) 1-1-1 % L L)- ;� 111"RO VE[). T'IuN systein is to be constructed and lok.:atc] iri aixordauccr �'ltll the enclosed approved pl arcs and wi th any com POTICTIt rn anual(s) referenced above. 1"he owner, as defined i n chap i er 10 1.0 1 (10), Wisconsin Statutes, is responsible f'c)r conipliancc with all code rcquircments. The following cond itions sli -L11 I he i i ic i du ri co 11 S U-1,10 Will or i nstal lat ion and prior to occupancy or use: Appro%-al is 11CITI)N' "ll-M) ICE] j)UJU'L `)lr1t to S. SPS 3'85.00(21). Wis.Adm. Code, to estlinate the depth of seasonal soil saturation . P_ hased on an intLkrprefive determination JIT'Otcess completed b N-1 :1 ry Jo 1-1 u ppe rt, Ce rti fie(l of I Tester (CS"l -) and hcr FCC0111 III ell d al i olls. • This appro%-,al is linfl(ed to the soil characteristics within the tested arca. 'I'his appro-v-al is based upon best management practices and &C� T10t W�LrTa[]L� the functioning of the system. Water conser vration. rxastewulcr disposal practice and system III r a'i titeriance w i I I aid i n the lange% it of the system. a On -site visit was conducted by CeCe Rudnicki, DSPS' on July 11). 2023. a The estirriated highest level of prolonged soil saturation approVCd UTRICI_ llii� dcterrni 11.01011 Vi 10 inches bck% Ltradc, �Vi least 26 i nches of sand I i ft on top of 10 inches of un 4, d I U [-atcd, i n-situ soi I is FCLI 11 i rcd fbr adequate trcatni exit and d i [)crsal 8 The hasal soil application rate for the mound shall be 0.6 gpdVsf,, and the linear loading rate 6.0 gpd/ft. 0 Prior to construction oil 'the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet so I - will resuh in red ucirio the infiltration capaci(NI of the soil. Proper soil moklure content can be dL�te rm i tied by rob I ng a soi I sam p I c bet the hands. I f i I ro [is i li,to 4r 1 !4- i nc h wire., the site i � 100 et try prc pare. I f it crUrnbles, site preparation can proceed,. If the site is too wet to prepare. do riot proceed until it dries. to Chisel lfloNing to a slept It of 12 inches immediately prior to sand placement is required to improve crlic,-fl ��-ater movement into the soil Landscaping up slope of the moss nct shall be incorporated into, i f ti I I(MVITS design to prcvent surface v�ater troin concentrating along the tip slope ecill , 7,C OftlIC Mound a io diver'. -,Urface water drainage wxay fironi tlie,,ysteni. • This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. • This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. • A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. A 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. 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 stars I0I.I2(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Elizabeth Rudnicki Division of Industry Services Phone: 608-400-3 I86 Email: elizabeth.rudnicki@wisconsin.gov Fee Required: $240.00 Fee Received: $240.00 Balance Due: $0.00 Refund Expected: $0.00 PROPERTY BRENT E. & LORELEI A VANK V 1 AW• 2 2T6 i 3DTH AvE MlE R: GLENWOODCM.vo 54D13 1316 26OT'H STRSEET SW 114 OF T14 f- SW 114., S26. T30N.. R 1 SW TOWN OF EMERALD site Lxwatk)n.' ST.,CROIX COUNW CONDITIONALLY APPROVED Suuctuwa To Be Served- 3 bedrown dwoftv DES OF SAFMY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVIUS 01 I .-- �V, na -16--)59-007 -W v 11 a .4 "1 11 I _�'Qj 'r I F-01 -/ uo�j -, �2023 HOLLISTE--R'S SOIL TESTING & DESiGN 2574?-0 FIRtiFLY LANEi WEBSTER, W 54893 715 - 426 - 1775 This soil tester was contacted by the owner to conduct an on -site as a previous soil tester notified them that the soils did not have A+4 conditions that is required per the State of Msconsin, Department of Safety and Professional Services regulations. I also verified the same conditions. This report is required to determine the suitability and the installation of a priwate on -site wastewater treatment sVstem (POWTS) in lieu of groundwater monitoring. This property has an older POWTS as the owner would like to divide the property and sell the dwelling off the agricultural land and keep the ag la nd I reviewed ,th r ee pits and dete rmined that an InterpretIve Determination Report (IDR) would t)e required for an approval of a new PT. The property is located 4 miles west of Glenwood City near C.T.H. D and CTR DD in the town of Emerald, St. Croix County. This report is being prepared accord ine to the standards set forth by DSPS 385.60(2) of the Wisconsin Administrative Code and a guideline prepared by Leroy Jams ky called "Preparing the Interpretive Determination Report.0 41. REQUIRED INFORMATION A. The Soil Evaluation Report has been conducted according to DSPS 385.40 and is attached as part of this report. WITMPLI- I A j surface water: no punding appears to take place on the site based on the vnetation. Below is a map from St. Croix County website showing floodzone. It shows this area is not in a wetland or a wet ffwadow. The site has a 6 percent slope to the axrxh- Also attached i's the W1 DNR Surface Water Data. . I 1 0 RNM=4 3 S &MOM. ftfta IS MGE 3 — WINK --TOWN OF EMERA17-C, 2. Su bsu rface water: so me ral nfa I I leaves the site and some is absorbed into the A horizon. The silt loam texture within the A horizon has good structure with root and worm action taking place. The subsoil has a weaker structure with more clay content which tends to hold more water due to the evidence of redoximorphic features which varies from 10 to 30 inches. Soil Saturation: soil appears to become saturated due to the heavy sandy loam and undedying till. No watier was observed. There was no observation of any wetland type vegetation. 4. surface Water Elevatiom; this area is lies between Lake St. Croix and Red Cedar River Basin in the Hay Creek River easin. There are no surface waters near the proposed site but a dry run. See the attached 00Sudace Water Data Viewer Mar from the VA DNR website. The St. Croix River location is aFoci mate ty 17 miles to the west and Sand Cr is to the east and flows southemly. See rnap from VA DNR website. L*9" Surface Watlar D'Sta Viewer map CID" AMU = CANN P"W" Pq CMw AMP 66UM Clio 1VW Flom Poe" Ar� 74 - 1�*- A40 fr-A-16 � Shp.,#" Med _4,k VAjdawn.% k e 9*AV r. D's fit %MM 237M Surface Water Data Viewer Map TU 1:3'1,M PMNASNR-o 50-1-IMM A3 � i Ft M V� 11 Q 3C6W R-WIft FM�WAS*Al WiWidWS Oro t ® 'L - I or N, !,rt*o" ft4,A ASNAI Wk RPOE w Pam", ALv2NPi -7 jts,A^,Wng -la L— I :4 Be x.A~ AP 4) stmwms P"'WOU CJM" SPOCIO Ax" ALI W*Lbnft Ir w SI%94 Area P"-q"4PH COJP" WWorqwl) VAVJ*Pdlt ANIL341 kr 'A optmAmm wioc R;c-,e 0 Ar� PNA-ASNSO T.-IWO z,,57wl kL % 0 R' -'�-PRVOOW PJW R , Lx Foams*® Y I%MNKM PNOO -Aah Srj*� ppiv., - V A6F"M P,wo fg- w Amn -to L—L" 1#,1,1.�GE 5 — WjW — TOWN OF EMERALD Parent marterial: the parent material Is Windy loam till, 2. Landform type* moraines and ground moraines. ce%,-%,tkAM SAMWbon map be,low 4P E. Soil Series and Mapping Units: The United States Depa ent of Agriculture (USDA) has the area nmpped as a Freeon Series with underlying sandy loam till. The soil tester encountered the soils similar except finding shallow dense material. The series is described a,s adequately drained and permeability is nxxJffate. A04 v- PAGE 7 —WINK -- TOWN Of EMERALD F. Field Observations: the proposed site is in a mowed lawn area and has been for many n. There is a nice slope from the site that will drain to the north so no ponding . The landscape and all soil pits had very dry conditions. There has been no cutting or filling in the area and no drain the or drainage ditches wm ob. G. Comparative Analysis: all soil borings had high and low redaximorphic conditions under the A horizon that were few, fine, faint and then Progressed to aon►mon, medium, distinctive which indicates that it will become more moist above the weakly Demented sandy loam. Therefore, I believe that no prolonged saturation occurs in the top 10 inches fi r more than 7 consecutive days. H. GoverrWnent Reports and Comments: ther9e has been IDRs approved on property located approximately 3 and 4 miles north and south of this slate. There are a few new POW75 within the area. 1. condusion and :The site is suitable for a P01NT5 as evidenced by the reda�ocimorphk oonditior�s described above and on the soil report. There appears to be no qewklenoe of horic soils or wetland Most of the water is absorbed 'Into the site and moves northemly to the dryrun and then nxwes eastemly. There is a nice skVe to the site and no surface ponying anywhere,. No prolonged, saturation occurs within the top 1, 0 inches as evidenced by I ack of the redox *1 morp h ic features i n the A horizon 1. The sand fill shall be 2 -17 feet of ASTM C-33 code required material. 2. The system loading rate to be 0.13 GPD/ft2. The linear loading rate is.S. 0 gpd/ft. 3. Plow depth to be at least 12 -inches during dry condiblOns so there is no chance of so# smearing and allows for better infiltration at a downward myvement. 4- Construct the toe area oftiv system at a 1:4 ratio instead of the req u i red 1:3 to i ncrease a bso rpt ion a rea . 5. Recommended system contour elevation is .00feet and system elevation feet, The State of Wisconsin, Departry en of Safety and Professional Services Wastewater Specialist it review the site and report to make a fina I 51flug".9 Submitted by, Cerkified Soil Tester #224832/Designer #1859-007 C Map Unit De5caption- Froeon S* loam. 2 to 6 porcent sk4*5—- St fux COL1111117Y. Wisc011s'" Solis that have profiles that are almost alike make up a soil series. All the soils of a series have major hoftons that are similar in composition, thickness, and arrangement. Soils of a given series ran differ in texture of the surface layer, slope, stoniness, salinity, degree of erosions and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases, Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. or example, Alpha s"Ilt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units ace made up of two of more major soils or miscellaneous areas. These,- ri)ap units are comp4exes, associations, or undifferentiated groups. A conyj)ex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhal 511`1111al' i1T1 all areas- Alpha -Beta complex. 0 to 6 percent slopes, is an example - An association i s m ade 11 f (vv o or more qe4oq ra ph Ica lly a ssocia Led sods Cr miscellaneous areas thnt arc} ,shown as one unit on the maps, Because of prewit or anticipated uses of the map units in the survey area. it was not considered practical or necessary to map the soils or miscellaneous areas separately. The gaitm and (elative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association. 0 to 2 percent slopes, is an example. An undifferontiated'group Is made up of two or more sails or miscellaneous areas that could be mapped individually but are mapped as one unit because sirni[lar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be rrade up of all of them, Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys Include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Additional Information about the map units described in this report is available in other soil reports, wh ich give pro pe I I e s of the soils and the I i m i I a ti on s. capabilities, and potentials for many uses- Also, the narrathites that accompany the soil reports define some of the prop dies included in the map unit descriptions. S. Croix County, Wiscons'in n B—Freeon silt loam, 2 to 6 percent s lopes �K Nntuc.-fl RrsolurCiDs Sorvice Map Unit Setting Narional map unit symbol: 2rtnym Elevation.- 840 to 1.700 feet can annual precipitation, 28 to 3b Wies Mean annual air 39 to 48 degrees F Frost -free period: 12.) its 170 days Web SW Sp National )PeFatlVe S(Ai SONVY 81114423 Page 2 Of 5 Map Und Descnpt*n' Freeon!sfll Wm. 2 to 6 percmd skWS—SI. Croix cxurty. Wrisoutrim Farmland classification: All areas are prime farmland Map Unit Composition Fre eon and sits soils + 80 pefcen t Minor components.- 20 perceM Estimates are based on observations, deSChPti0r?Sr and tran sects of fhe mapunit. Description of Freeon Setting L,a.ndfbrrn-- Morairves, ground moraines Landform position (two-dimensional): Summit, shoulder, backslope Lanciform position (three -dimensional).- Interfluve, rise Down -slope shape.- Convex Across -slope shape-- Convex Parent material: Loess andlor s4ky Jacusinrye. deposits over dense sandy loam till Typical profile to 8 inches-- sill loam E - 8 to 13 inches.- silit loam E/B - 13 to 19 1 ches-, silt 10,E ri 2131E - 19 to 26 inches- sandy loam 213( - 26 to 45 kwhes., sandy loam 2BCd - 45 to 58 inches.- sandy loam 58 to 79 inches: sandy loam Propeefts ond qualities 13)pe- 2 to 6 percent Depth to restrictive feature: 39 to 59 Inches to densic material Drag Waage class: Moderately well drained Capacity of the most limiting layer to transmit waWr (Ksat).Low to moderately low (0,01 to 0.06 in/hr) Depth to water table: About 6 to 18 inches Frequency of Hooding* None Frequency of ponding.k None Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches., Moderate (about 7.0 inchos) Interpretive groups Land capability classification (irrigated): one specified Land capabifity classification (non rrigaled) '- 2e Hydrologic Soil Group: C/D Ecological site: F090AY0 1 6W I - Loamy Upland Forage suitability group: Mod AWC, adequately drained (GO90BY005WI) Other vegetative classification: Mod AWC, adequately drained (0090BY005WI), Acer saccharum-Tsuga/Malanthemum (ATM)i Acer saccharurrVAthyrium (AAt), Ater sacchar-urnt Natural Resources Web S.0'1 sorvey 811 112023 Convervation Service NaOonal Ckxperatrve S041 Survey Page 3 of 5 Map Unil DescniPtIon' Freeon silt toam, 2 to 6 Wcent S"N"t- Crojx Cainty, Whwonsal Caulophyflum-DrGae;a (ACaCl), Acer saccharurritHydrophyllum (AH), Acer saccharurnNiola-Cismorhiza (WO) Hydric soil ratioo Minor Components Magnor Percen r of map unif.- 10 percent Landform.- Moraines. ground moraines Landform positicm (two-dimensiona)).- Footslope Landfora) pos&on (three-dimensional)-- Base slope, taff Down -slope shape.- Concave, linear Across -slope shape: Linear Ecologies I slite: F09GAY 011 WI - M of st Loamy Lea n d other vegetative classification-- Mod AWC, high water table (GO90BY004WI Y Acer saccharum-Tsuga/Malanthemum (ATM), Ace r sacral i ar U ( t vAth yri u rn (AAt), Acer s a cca ru ml H ydrophyllum - (C lrcaea) (AH-0), Acer saccharurn] Caulophyflum-Circ-,4ea (ACaCl), Acer saccharumNlbumurn (AVb). TsugafMalawhernurn-Copfis JMC), Acer saccharunril Hydrophyllurn (AH). Ater saccharumNiola-0smorhiLza (WO) Hydric soil ratIrT.- No Capitola Percent of map unit.- 3 percent Landform Ora -inageways on ground moraines, depressions on ground moraines Landform posihan (three-dimensional).- Dip Dciwn-sshape- Concave, linear Across -slope shape.' Concave Ecological sir e-- F090AY006WI - Wet Loamy Lowland Other vegetative classilica tl-on.- Mod AWC. high water table (GO90BY004WI), Not Assigned (wet mineral soils) (Nmin) Hydr�c soil rating: Yes Santiago Flo,r�,,vnt of map unit.- 3 percent 1, �-,f i (Iforrm- Moraines, g round moraines L,w,dfbrm position (two-dimensional)-- Shoulder, back lope Landform position (thre"imensional): Side slope, rise Down -slope snape_- Convex ross-slope shape.- Convex Ecological site.- F 090AYO 1 6W I - Loamy Upland Other vagetative classification-- High AWC, adequately drained with 111mitations (GO90BY009WI), Arer riaccharurn/Athydum (AAt), Ater saccharum/ Caulophlum-Gircaea (ACaCI) Hy dric soil rater g: No Freeon, very stony Percent of map und.- 2 percent Laridtorm: Moraines, ground moraines Landrorm position (tom -dimensional).- Summit, shoulder, backsk" Landform posillon (thrpe-dimensiona�): internuve. rise Natural Resources Weh sod 'SUIrV(%Y b(I 112 023 Conservation Sorvico Nahoml C-00WAtrVP S011 SUFVeY Page 4 015 Map Un I Descfipt' Free -on sill loarn. 2, to 6 percent sloPe"t, C qXX county. wls=mm L)Own-siope shape: Convex Acrass-slops shape.- Convex Ecological site: F090AY016W I - Loamy Upland Other vegetattye dawftadon: AA AWC, adequately drained (GOWBY005WI), Acer saccharun-v.Tsuga/Maianthernum (ATM),. Acer saBaru rn/A.1hyrium (AAQ, Acer sacchanim/ CaulophyllI um-'Circaea (ACaCi), Air saccharurnfHydrophylkim (AH), Acer saccharuprole-Os morhiza (AV10) Hydric soil rahbg: No Haugen P&rr,ent of mat) anit, 2 Perrent Landform: Moraines Landfcm position (two-dimensional): Surnrya it Lan or posir (three-dimensional): Interfluve ,Down -slope Shape: Convex Across -slope shape.- Convex Ecologica f site: F KAYO 1 6WI - Loa my U Pla nd 01har vagetativa classification: Mod AWC. adequately drained (GO90BY005W'I), Acer saccharurrAt'hyriurn (AA0. Acer saccharumfVaocinium-Demu m (AVDe) Hydtic soil rating-- No Data Source Information Soil Survey Area St- Cruix County, Wisconsin Survey Area Data- Version 18, Sep 6, 2022 Notural, R*vwrcea Web Sol 5urv" vaqa S 015 se Conrvation Service Cooperative Goa, "Survey 4 040 1 Mr? Wmr. nn d4 i n Fkwiml me nt of Safety & Prdesso-ol Servitft Page of Division of industry Services SOIL EVALUATION REPORT o in accofdanQe with SPS 385. Wis Adm Code Canty ST, CROIX Attar comp hRe site plan on pqm not [eSS Man 6 112 X 11 imhes in sae Plan must ff-%-Aude but not limled to verirya l and honzontal referenm point (W). d4rection and percent slope Parc*l 1. 0 010 - 1059 - 40 - GM sire or dimensiom. north ar-row, and Wabon ar)d dunce to nearest road Please Print all informstpon. Reviewed by Personal inkmirmalion you wovide may be used for secondary purp*srs (Prsvacy Law. s. 15 041; 1)im)) Property 0wner Property Locabon BRENT rz &LORELEI A WINK q".)60 'q ", 4 SW ", S 25 T 30 N R 16 E (cx) W Property Owner's Mail[ing Address Site Address or CSM and Lot # 1315 260TH STREET ---- city, state. zip 1 7 Phone Numbler 0 Cily 0 VMage Town Nearest Road GLENWOOD CITY, YVI 54013 715) 684 - 9231 i EMERALD 260TH STREET Nkew Cws�ciin U so Resi &-nuall N Limber of tka(kooms Code denvedd6signFlo w rale 4% GPD Replacemient El Pu N c or mrnmer cm I - Destie. Fkxd Plan elevatkon 0 applicable NA Fare m "WeNNI LOESS OVER TILL General cororwft bid reC0rrWrWnd81b0n:S' INTERPRETIVE DETERMINAT"4 REQUIRED FOR A MOUND APPROVAL A +0 SOIL CONDITIONS I Swing 0 Gr&jWeley. 102.36 ft Depth To linliting faster In J'elev 101.44ft 12pit 0 92 It I &A Atx)13cabon Rate II(xizon DepM In nt Coky Redox Oemcr*"m Mansell Qu Az Cont. T-extine stnx"e ConsWence Gr Sz, Sh. &>mdary Roots GPDiFt- OE"I *Eff64Q 1 7 5YR2-5�2 I 2f-rn-sbk 7— ds CS 2vf --co 0.6 08 2 11-18 —L 7 5YR5)3 m2f 7 5YR41 - I Ito ds lvl-m 04 06 3 18-26 7 5YR4,f6 m I d 5YR.4'6 1 M!sbk -�f -C4 02 03 horizon 3. has swe gr ...................... E1130fing 2 QPq Ground surface elev 10223ft Depth to limitim facAcx-I I -- in ! eley 10 1.31 ft 092 ft l Am4calion Rale Hom'on Depth In i Domirtant Color Re dux Desaiptmyi 'I Texture munsell Qu Az Cont Color s Structure r 5z Sh conststence Boundary Roots *Efful E tf#2 1 0-11 7; 5YR2 512 2if-firibk ds CS 2'4-co 0,113 6 2 11-18 7 5YR,':�3 m2f 7 5YR4,16 1fPI ds C-S 0.4 06 3 18-24 7 SYFZ416 m I d 5YR4.16 ISd 0M dh -czi 00 00 CST Nan-w:1 (Plpa-5.p Print) Sgnafurp mbar �7 MARY JO HUPP2RT (Hollister's Rni) Testing A Dpsn)/ ., Fkq � 224832 Address Date Evaluabon C 1W TiHaphon@ Number 25720 FIREFLY ( ANE. WEB TER. Wi 54893 1 ()6 - 12, 2023 715-426-1776 Effluent. 0 1 = ROD � 30 K 720 rnWt, and TSS > 30 :S 150 MWL E Mueni #2- = BOD � 30 fMii a� TSS s 30 mg) L b bu. 2 BRENT A LORELEI VVINK Pap _ of 7,11 ;5 99 4ft P9 Ground s u rla r, e el ev 3 1 80ft 100 3 Depth to limiting factor in f elev 0 92 ti Soci Applicatx)n Rate F 0wh ant Coicpr RwGX DOSC*6w T@Xkwe sbuch" Ca"-*eme Bmnlwy Roots GPDFt' In Munsell Qu AZ. Coo CA)lw Gf, U Sig "'Efffl 61E"2 1 0-11 7.5YR2.W 21-msbk da CS 2W-co aG . 081 11-20 7-5YR5f3 m2f 7 5YR4 I I,F-.msblk a ds 1 vf -CC. 0A 0.6 .2 3 T5YR4/6 mid 5YR4(6 SO 1 fs bk P dh, 1 vif-ca 02 0.3 50"M Gravel [3BMM Pw Grourmi wdact 6w. 10 IM& DOPM to hrnibng factcw 1 in �elev 101_fit - Sort Arobcatw Rate Horizon ID11101111 In Domiwt Color Mkmww Redm Description Qu. Az. Com, Color Texture Sbv=re G( Sz- Sh Rcos GPDIFV OEffol *Eff*2 1 0-10 7.5YR2,512 2f-,m:st* ds CS M-co 06 08 2 10-18 '7.5YIM3 m2f -7 !iYR4ffi I WA da CS 04 06 3 16-25 '7.5YR4i6 mid 5YRV6 0M dh 1- 00 00 EkMg PR Ground surface elev tt De-pth to IrmibnQ factor in " elev Soil Appikabon Rate -A Malvin DePM Doe~ Cc4w Redw emem"nn TeAture strwwe Ccnsistenc,e Bck� RMS GPWF In. Mun"R I - COW GS-z Sh Ou AZ. Cont r I *EM1 -E,ffx2 " Effluml 0 1 = DOD > 30 --; 220 n-g/L and T S S > 30 S 150 MWIL ' Efteni #2 = BOO. S 30 M90 L and TSS 5 30 aL PROPERTY OWNER:- F2 Legal Descriptim VCL CT- -rt% n-40., W) y f _ _ P � I I&I `tea m if -V j 1"' -- 40 FT. (except wtmm rated) B . Wochoe pit 2-0. CIO ,V&50 North I ' z f)6 w ro REFERENCES: - , � Marlin � (1965). Tb?, ftlysical GagkM of Wiscon5in. �JTIJVP�'SOY Of Wisconsin "ress- Mads0f, wisconsin. soil of iey of St- Croix Gount y, (1918) U11ted States Department o-if Agnicult. j -e. Soil Conservation Service. with the ResearC." Division of th-a- Coltege, of Agric-ulturs nrld Life Sciences. University o' Wisconsin 4 -1 Professional State I,-,-t Wisconsin, Department of Safety any SeWiCe-aO apt,,.r.� 383 and 3?1') I St G ro x oun V� 1) w ril oad ed "i �-;oijs Senes )uwnioaow from VjI DN -i web page- CERTIFIED SU" Ry'EY MAP PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 30 NORTH, RANGE 16 WEST, TOWN OF EMERALD, ST. CROIX COUNTY, WISCONSIN. West 114 Corner Section 23-30-16 Aluminum Cap M CD UNPLATTED, LANDS S8802o'l 2"E Cc Z 331021 637,98' 0 U1 CD Ldwy N) shed -P.- 1H] UNPLATTED CANES Cx well M C:) 00 sail 1 33. OW, tests rD �CD (3n 0 N88-20-12"VV Cn K) Z 1"ia Southwest Corner Section 25-30-16 Aluminum Cap 1211� silo n manure Lb_arn�Pjt 0 00 _J silos LOT 1 crec 2117,913 sq. f t. 207,188 sq.ft. P-003 ocres 4.756 ocres Incl. r—o—w excl. r—o—w 0 CD 7� UNPLATTED LANDS shed S,%,-,J-uth line of the 637.98 6 71 . OC)' fence north half of sw/sw UNPLATTED LANDS PRFPARED FOR� Lach parcel on this map is subject to State and County laws, rules and regulations(Le. wetlands, minimum lot size, access to parcels, density limitations, etc.). Before purchasing or developing any parcel, contact the Comr,nunity Development Department and Town Board for advice,_ Lot i is zoned R-11, Residential District, which allows I principal dwelling per 10 acres. Please contact the Community Development ra Department Tor more information, SCALE- 1" - 150' y forth is referenced to the West Line of the Southwest Quarter of Section 25-30-16, which bears NOO'32'47"W (St. Croix County Grid System) LEGEND Found Government Corner (Verified Government Corner) Set 3/4 11 x 18 11 Iron Rebar weighing 1.502 lbs./foot DlttlL L. VV111K 2276 130th Avenue Glenwood City, Wl DRAFTFD BY: Joe! A. Brandt JB Surveying LLC Glenwood City, Wl Completion Date August 2023 Sheet I of 2 Sheets 5 t - Cho r ytloj OWNER ZE&JT kjo-.4.15p,6-L6 i L'u"Miff-s"E'R r J P riloWN VO"""kF I . .. . .. ......... . .. ....... ..................... SBD-06499 (RI 1/20) Sid ql& orf�&'P'& e.,Yv tLL YS.s�� Noe.. 1339 nNe X 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 sanitarypermit is valid and may be renewed for a p y 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: 1f you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. — DATE to/3 L I2e23