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HomeMy WebLinkAbout010-1081-30-000Wisconsin 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 lPnvacy Law s 15 04 ( 1 pm)) permitfrider's Name City Village Township E & JANET HOLLE TANK INFORMATION TYPE MANUFACT CAPACITY Septic � aii d Dosing Cst�n Aeration Holtlwg , � TANK SETBACK INFORMATION ) .. _ 1 _ S / /. _ TANK TO P/L Rr 1 WELL BL -G ent torAu Inta e O D Septic 7 15 1 I A t Dosing Aeration Holding PUMP/SIPHON INFORMATION PA 16.4 Manufacturer Demand GPM Model Number jai .II.-6U4 TDH Fricti n Loss Syste He TD Ft Forcemain' Len h DaDist to Well TOWN OF EMERALD ELEVATION DATA 4�_3 00, I a MMI . I♦ -==r, • •- ♦ �1 YI� I I UE ENSIONS Width V. 3 � Length 1 1 3 44 N f 10. S PIT DIMENSIONS No Of Prts Inside D.a Li SETBACK INFORMATION SYSTEM TO P!L l- WELL LAKE/STREAM LEACHING CHAMBER OR UNIT anutadurar Type Of Syste ` Mod mbar UIJ I RICV I IVIY J T A I r.M ?-- Header/Manifo rf•Gl V CIA tHole S�741�q e Spt ✓enl to Au Intake Pipe(i).Z� Length LengD.a pac,g 31a ` SOIL COVER x Praseura Suefame nnh. ss n. A. ._a c.._.___ r Depth Ov t L T Depth Over xx Depth of xx Seeded%Sodde xx Mulched Bed/T ch Cent Bed/Trench Edges Topsoil - O r �I� 1W Yes No x Yes No t.UMMtN 1 J: (Include code d(screpencies. persons present` 1ettrc.` Inspection #1 6 1` 16i/ W7InspectloR#�. mew, I Location: 2328 CTY RDrDD��r✓y],U�{_fCv('/AlµlVvl �'1�/� 1.) Alt BM Description =b f 2.)Bldg sewer length - amount of cover = ;? 14 // P Wja�✓ 15(U I -40 � { if,? � C - 0 Gr' 5�,� G►L �5, u Plan revision Requiredti Yes No Use other side for additional information. D I! Date clor s Signature Cart No SBD-6710 (R 3l97) W-) err- rr=;nv\nrar,-\ I \ La! ^,a,, - Safety and Buildings Division �• , r v County S t, J U L 01 2022 201 W. Washington Ave., P.O. Box 7162 C A,o Z X Sanitary Permit Number (to be filled in by Co,) l.� Madison, 537 —7 ��•- St- C.oc. Cojnty l0 I 17_2 T— aniaryStat ermit Applicati In accordance with SPS 383 21(2). Wis coran=a ion uu �, 000s'+—ssn Adm. Code, submission of this form to the appropriate governmental unit �75 u b 1 �• ti iG ' L' is required prior to obtaining a sanitary permit Note Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Servies Personal Information you provide may be used for secondary Project Address (if different than mailing address) purposes in accordance with the Privacy Law, s. 15 04 I m , Stats. .2 12 Q 1. Application Information - Please Print ,AII Information Property Owner's Name Parcel H 5TEVEa.,jt14A, r T 4c.LLE a1081o-'oaa Property Owner's Mailing Address Property Location 1114 � zd 5� Govt. Lot 'A, '''A, Section City, State Zip Code Phone Number i*_V � ' 1VS Sag _ sltacl 133_ (circleone� T .2 0— N; R 1(0 E If. Type of Building (check all that apply) Lot it ��[[ ❑ I or 2 Family Dwelling- Number of Bedrooms T Subdivision Name ❑ Pubbc/Commerctal - Describe Use * f ct.C.itS Block H ❑ City of ❑ State Owned - Describe Use ElVillage of CSM Number ✓ /� I&Town of 6/1�L E A 041- D III. Type of Permit: (Check only one on line A. omplete line B if applicable) A. ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber g ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS Sys teni/Corn pone nt/Device: Check all that apply) ❑ Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound > 24 inof suitable soil Mound ❑ Holding Tank ❑Other Dispersal Component ( xplain) ❑ P treatment Device (explain) V. Dis ersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Ra pdsf) Dispersal Area egmred (sf) Di persal Area Proposed (sf) System Elevation Sp00 rest, 3000 3o l S 10 1Co.0, VI. Tank Info Capacity in Total N of Manufacturer Gallons Gallons Units o` v New Tanks Existing Tanks p N. Pl � '� r,N i U in 2 Septic or Holding Tank 1 2 O O / '�00 Dosing Chamber 1500 VII. Responsibility Statement- L the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumher's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Plumber's Address (Street, (-iry, State, Zip Code) 94.-7 14ta-k4,5 R cam: -6go�3 VII1. Count /De amment Use Only Approved ❑ D roved Permit Fee DateIssuedIssuin Agent Signature ❑ Owner Ivan Reaso nial IX. Conditions o pprova 13,Aft x �S PS STEM OWNER: / Septic tank, effluent filter and 5ga l +1lrrmCSS D) —a dispersal cell must be serviced / maintaine 1,, r{� ^ .•� - as per management plan provided by plumber. _ L-0— aLwAkwa ow a5 per .. .......... ..._.— ._. . �uu.... ,�,......�... a,.vmn .o n.y un.y un paper rip, less Irian a Ili r t tncnes .n size applicable c e or lnance.s. SK �I 33;i yI SBD-6398 (R. 11/11) fit► '�+sr rr OtO Vi� S ww� evj"4 u&ACX_. T� fPf°�fS7.j Designer. Ryan Bethel Certifled Sol Tester. 1330632 Des*er of Engineering Systems: D 2253-7 1 I / Wieser / 1200/800 / 40 5cn 4o PVC Existing -- ----r------� �system r flltJ I� ,r----� 3BR Hometo ' \ jI I House grade T `. Q i -99.35 so, —WeU /� 1 I 1�� \ M1 �100.00 Top nail in 2'Pine ree — ,above gra e 1 � v I i ; I I I I 1 , I I I I I I I I I I I I I I I l �il I ` I I I I I l I l I I I I CrlNlsd 90otrrrrt Thle P. ADVANCED ENVIRONMENTAL f210' 2" 1 sch 40 PVC 1 � BM2 = 99.65 I I I\ \ Top of concrete patio at NE comer Lawn edge OW wdloted In aooadroe rtb eeoee and Local oases. The sell baobrwe ado met 'All property lines not (D Benchmark_ drawn are >100fi from system 1W Soil Boring I to south P.L./ Eago el�- CTY RD DD C/L 00 Field Divide to east P.L. I< t725' D •00 •O� SCALE 20' 0 SYSTEM NOTES Septic Tank: -Wieser 1200M gakin 2-tortpartmetd tank •Brilg rsers 4- above feral Wade -Pdybk-525 Rbrwl alarm -Easbrg system to be abendoge�per 383.33 Pump Tank• \O -no plims 4'trM reads = 35gpm @ 2oTDH. Abve tat as neoesmy. maintain all selbeda -Reatlplale WT Fdmm Ions and TDH afar istal -Evers mWa, tme meta, a water meter Soil Treatment Area: 4.6 s 13,r ANmg* Abund (A s B) 460Z r 32Y wW* * w&% X s W, -102.W system elevation on 100.W mdoal -V&MU cat Led M P) L1R sksrps lreh b Wao4 avid digFV -Abw entire abopem area and wwn dpw% •Pbw ahmplm aces b deo al 10'-1T (DEEP PLOW) 4)NM svlam water awar kcm system 4Iotecl /5' doMtslape absap6al Rree fan mmparml dt" torebUdon -oeo b rest xW = C pbdnnrft Wkses) SEE SOIL WERPR M DETEOW U N REPORT Distribution: #) 66 bng i t Sch 10 pa:Idrals with dunmtsue sprr er bars br Ixoicdon 4abael swell daratim=103.1T .7 Made, candid neI }^ secs @ eA'spaaly -0emeal dose Ilea seaigs per design LOCATION MAP (rat to souls) It SITE CTY RD DD w 2 PREPARED FOR. Joe & Mary Hale Site Address: 2328 CTY PO DD Baldwin, WI 540D2 PID: O1D-1081-3D-000 40.0 Acres Lam: SE 1/4 SW 1/4 S33 T30N R16W Town of Emerdd prohmesed from deshabace aWw o- Ix R, brace and alter amsbuAlws ..�., r....r.....rM...................r - .. -- -- Sole: 1' = 40' Date: 5/24/22 June 15, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-06-15 Plan Review: PWTS-062201246-C RYAN BECHEL 779 Spring Creek Road Red Wing MN 55066 SITE: Joe and Mary Holle 2328 Cty Rd DID St. Croix County Town of Emerald SE %- SW'/. - S33—T30N — R16W FOR: DIVISION OF INDUSTRY SERVICES 10611 N RANCH RD HAYWARD WI $48434 P CaUd Thaw RdW wllo�a.vwI www.wYooWn.gov Toryftw-o•.•rw r Dw Grim -Sewltmy COArDr"ONAUY APPROVED DEFT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES Cep a. SEE CORRESPONDENCE Description: Mound Component Manual — Ver. 2.0, SBD- 3 Bedroom Mound — 450 GPD — 10691-P (N.01/01, R 10/12) Replacement - 6" to limiting factor — Pressure Distribution Component Manual — Ver. Effluent Filter - Maintenance required 2.0, SBD-10706-P (N.01/01, R. 10/12) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • This approval is subject to the conditions of the Interpretive Determination approved for this site — PWTS-062200057-SSD • The existing system shall be properly abandoned per SPS 383.33 • Care must be taken to set the dose volume as approved in the plan design. If the minimum tether length of a single switch mechanical float does not allow the proper dose volume, two separate floats must be used. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • The mound site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter isrequired. • 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. Owner Responsibilities The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left 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, C" R CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608)400-3186 elizabeth.rudnicki(cDwisconsin.gov ADVANCED E N V I R O N M E N TA L Property Owner/Client: Joe & Mary Holle PIN: 010-1081-30-000 Site Address: 2328 CTY RD DID, Baldwin, WI 54002 County: ST Croix INDEX Pg. 2 SITE PLAN Pg 3 SOIL DISPERSAL COMPONENT Pg. 4 EFFLUENT DISTRIBUTION LATERALS Pg. 5 TANK SPECIFICATIONS Pg. 6 DOSING AND PUMP SELECTION Pg. 7 MANAGEMENT PLAN Pg. 8 MANAGEMENT PLAN Pg. 9 SOIL TEST Pg. 10 SOIL TEST Pg 11 SOIL TEST Pg. 12 SOIL TEST Pg. 13-30 SOIL INTERPRETIVE REPORT DESIGN PARAMETER: FLOW Wastewater Type: Residential Estimated Wastewater Flow: 300 gpd Design Flow: 600 gpd SOIL & S17F EVALUATION.• POWTS Type: Mound Limiting Condition Depth: 6" Maximum System Depth: Above Grade Contour Elevation: 100.00' Limiting Condition Elev: 99.50' Land Slope: 3% CUNDI770NALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CO ESPONDENCE # Bedrooms (residential) : 3 # Occupants (per capita flow) : _ Public Facility Flow: NA Treatment Level: Effluent 1 Code Required Separation: 36" Soil Texture: SIL In -situ Soil Application Rate: 0.2 Dispersal Cell Loading Rate: 1.0 POWTS DESIGNED PURSUANT TO: Mound Component Manual (Version 2.1) Pressure Distribution Component Manual (Version 2.1) Comments: Existing 3 bedroom home. System size being increased to 4 bedroom capacity. No home business. No sewage ejector/grinder pump. See soil Interpretive Determination Report. SIGNED: 16,1J(I"v_ I /,00" 6/13/2022 ai�uun npy� �5C 0 NS�N.,,�% RYAN G. BECHEL 0-2263-7 RED WING = MN ADVANCED ENVIRONMENTAL LLC 779 Spring Creek RD S, Red Wing, MN 55066 (651) 327-0074 IG Detdgner. Ryan Beehei Certified Sop Tester. 1330832 Designer of Engineering Systems: D 226 7 1 � I % ' I i � Wieser I I i 1200/800 � I 1 I i t2O' 4" � sch 40 PVC ADVANCED E N V 1 e O N N E N T A L ±210' 2" sch 40 PVC I — — Existing --Ir---- f k-' system ., /( BM2 = 99.65 Top of concrete patio at NE corner T r- ---� 3BR Home. ry it •/ � '•1 ,�.1�1 0 1 House grade L �99.35 S 501 0 well Ml /100.00 Top nail in yPine tree --(11".above gra e I � l Q Lawn edge --.4 and e.aAbd In a000rdUrM am slur. ad Load soda Toe sae bemned ONE neat 'Al property lines not O Benchmark drawn are >100R from spleen j$, Sal Boring — I to south P.L./ zn Vl� CTY RD DD C/L 00 (V eem Aseebss Field Divide to east P.L. r< ±725' O ;99 00 100 NOTES -Weser 1200IB00 gallon 2-compaM em tank 4dng risers 4- above final grade -Ptlybk-525flterwlalarm - aa ft system b be abwdondd per SPS 383.33 40 gaems -Pump needs = Mgpm @ 20TDH -Move tank as nemssry, eOW all setaoa 41m* tale pump r idon toss and TDH a0er instal -Evat auia. are meter. or waler meW recommended Sell Treatment Ann: 45 s 13P Aggegre Yard (A r B) -t6D2 a 325 oaaide dnwntims (L s WI -102.W syWn dwaem on 100.W meW ao• ASTY C-33 sad ten (D) -Cut stumps lush b grand: avid &WV 4ADW enke aosapoon am and narove dMogs •Plow ehmnpeon an b depot of iT-12' (DEEP PLOW) -OW surface water away ken antdn Aoled 15 dowmbpe aosapeon area Iran mmpedm during cora1 " -Deo lo e mrmn = E (Redomocphe Insnes) SEE SOL KMWREM OETER141WTM REPORT #) 66 lag 1? Uh 40 PR lalerak wet deanmts+se spmldernoes la polKax J-dow men eleraton =1M.11 .7lreder, centered neleerk, f adoes @ 4.0 spwng •0rmad dose lent swo Per des91 MAP (nut m *We) SITE RDDD IW PREPARED FOR: 3oe & Mary Holle 2328 CTY RD DO Baldwin. WI 54002 SCALE PID:010-1081-30-0OD 40.0AcreS Legal: SE 1/4 SW 1/4 2Q' S33 T30N R16W 01 40' Town of Emerald eewpeenl b"* ad ~ nanees 6m Sark: 1" - 40' Date: 5124122 MOUND DISPERSAL AREA Obs. pipes J W + r/�//� i /� B'_ ez L ——/ I_ L A 4.5' F 9.5" J 10.4' B 134.0' G 6.0" K 13.1' D 30.0" H 12.0" L 160.2' E 31.6" 1 18.0' W 32.9' Observation Pipes (1/10th of B) 13.4' Dispersal Area Required: 3000 ft2 Absorption Width (A+I) 22.5' Dispersal Area Proposed: 3015 ft2 Dispersal Cell Media: 112" - 2-1/2" Aggregate Gook"le Fabric 104.29' 103.13' Topso, a seed 1 102.50' }• - 2 }• Agprapats r ASTM C-33 SAND r. ..� ..: :�r .i'JC�n �'Z ir• n C$:i Fa.\l.-w.-.�i�" .;_. �� � li 1, Plow or- r deep (mil.) 100.00' 3% priors phr, n and OBSERVATION PIPES Screw -type or sup -top cT FkiWW Grade (mukhsd d seeded) 4• SCH 40 PVC pipe Top of pipe to terminate aTop"I coveror above finished gradex 6" slots spaced 90• apart Anchoring Devicefiltrative (Toilet flange)surface Page 3 DISTRIBUTION NETWORK SPEC/FICA TONS Pipe Selection Forcemain Diameter: 2" Header Diameter: 2 " Lateral Diameter: 1 1/4" *"All pressure piping to be Schedule 40 PVC unless otherwise specified" Ball valve Lateral Discharge Rate (Orifices Per LateralX Orfte Discharge Rate) Orifices/Lateral 16 X 0.54 gpm Orifice Discharge Rate = (stem Flow Rate (OrMes Per Lateral X # Laterals X Orifice Discharge Rate) Orifices/Lateral 16 X 4 Laterals X 0.54 gpm Orifice Discharge Rate = Cleanout Detail f 1 prinkler box \ Threaded cap I ► 1 J JSweep or (2) 4 Jam/ 4s.� I 0 Orifice Density (Bed Area + Total Number of Orifices) _ Page 4 TANK SPECIFICATIONS • Minimum cover = 6 inches; Maximum cover = 8 feet (unless specified by manufacturer) • All manhole covers shall extend 4 inches above final grade • If the tank is within 2 feet of final grade, Insulate the Ild to an R-Value of 10 • Minimum 18" of cover required overbuilding sewer,• Insulate if greater> 30' long and < 42" from grade or if < 60" from grade under all high traffic/snow cleared areas (driveways etc.) • If forcemain will have a 'J-Hook' assembly, drill a weep hole in the "hook' • Buildingsewer. No 90's, keep 3 feet between 45% maintain 1 inch in 8 feet (1%) slope, Install watensent ct nttd boa W nb "watt P."P ant alarm cwwn -'�� 99.35' 99.35'� Clean Out OKecll Onoonnep Iawa.nr In A' SCM k9:6.50' 95.75' ;° xl� � pipe E61wnt Flier \ 1""'"'t I••t.S' PVC Fbet TNIe S`c��\oa 20'S � Lei • (Pump ON) weep Mot. 92.00' PWW BbtA -------------------------------------------------------------------------------------------------------------------------------- -- Tank Manufacturer/Model_ Wieser- W LP1200/800-M R - - - - - - - - - - ----------------------------------------------------------------------------------------- Filter Manufacturer/Model: Polylok - PL-525 -------------------------------------------------------------------------------------------------------------------------------- Panel Manufacturer/Model: SJE Rhombus - Tank Alert 1 164' it 4' CAST -A -SEAL lul �_� e2A 8 TW / ( II CI ` FILTER OR ` IIII I I II BAFFLE IIIIit L Y TANKS AM C-1227 REOUIRE ENTS WLP1200/800—MR DIMENSIONS: MAIL 7' BOTTOM: ]- COVER: 6' IU96NOl.E: I4" I.D. PRECAST CONp1ETE RISER NEGHT: 3J O.O. LENGTH: 16e' O.D. WIDTH: 96' O.D. A' CAST -A -SEAL BELOW INLET: 41' O.D. LIQUID, LEVEL: 36' WEIGHT: BOTTOM 12.000 IDS. COVER &170 LDS INLET AND OUTLET: e' CAST -A -SEAL BOOT OR EQUAL GASKET. CAST -A -SEAL BOOT OR EQUAL It"T AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL /ID (OTHER STATES SEE CHART) LIQUID CAPACITY: n46 MMZ ( =TIC22.24 )) LOADING DESIGN: 6' 0' UNSATURATED SOIL I' VENT TANK CAN WE USED AS: SEPTIC/SEPTIC. SEPTIC/PU►P Opt SEPTIC/SiIIGN COVER: NK DESIGN SIB (Poo FIBER) TANK: MIL( DESIGN P (SMALL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT Ut" CONCIIETE DRAWINGS SUBMIT FOR APPROVAL VNIIVAL uTIK NmoucTS MADW 6Y1 1 4 I Page 5 DOSE SETTINGS & PUMP SELECTION PUMP PERFORMANCE REQUIREMENTS Elevation Head: 10.0' Distribution Head: 4.55' Equipment Head Loss: 0.0' Forcemain Friction Loss: 5.3 ft TOTAL DYNAMIC HEAD = 19.8 ft TDH MINIMUM FLOW RATE = 4.5 gpm DOSE REQUIREMENTS 95.25' Minimum Dose: 84.5 gallons Maximum Dose: 120.0 gallons J��93.67' Design Dose: 100.0 gallons -?3.50' 116 Forcemain Feet: 210' Forcemain 0: 2.0" 93.00' Drainback: 34.2 gallons TOTAL DOSE = 134.2 gallons 92.25' 1: Zoeller -152 X 10 99.35' -- -- — -------------D -� �'' A (RESERVE) _B (ALARM) C (DOSE) 421.8 gals 19.0" 44.5 gals 2" 134.2 gals 6.0" „ D (PUMP COVER) 200.2 gals .. 9" I PUMP PERFORMANCE CURVE MODEL 1511152/153 Zoeller -153 Option 2: 1 may.... ■ EffluientPumps M. RN �rJl 7Aw���� FUO MANAGEMENT PLAN The owner of this Private Onsite Wastewater Treatment System (POWTS) shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. This management plan identifies operation and maintenance activities necessary to ensure long-term system performance. Tasks that should be performed by the homeowner are identified. Professional management tasks shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code, however, it is the homeowner's responsibility to ensure all tasks get accomplished in a timely manner. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. ► Keep this Management Plan with your Septic System Owner's Guide. ► Keep copies of all pumping records, maintenance activities and repair invoices with this document. ► Review this plan with your POWTS Maintainer at each visit; discuss any changes in product use, activities, or water -use. MANAGEMENT FREQUENCY Design Parameters System Specifications Number of Bedrooms 3 Septic Tank Manufacturer Weser Design Flow (gpd) 600 Septic Tank Capacity (gallons) 1205 Soil Loading Rate (gpd/ftZ) 0.2 Effluent Filter Manufacturer Polylok Standard Effluent Quality Effluent 1 Effluent Filter Model PL-525 Biological Oxygen Demand (BOD) 220 mg/l Pump Tank Manufacturer Wieser Total Suspended Solids (TSS) 15o mg// Pump Tank Capacity (gallons) 801 Fats, Oils, Greases (FOG) 30 mg/1 Pump Manufacturer Per Installer Treated Effluent Quality Pump Model Per Installer Biological Oxygen Demand (BOD) - mg// _ Dispersal Cell Type Total Suspended Solids (TSS) - mg// Mound Fats, Oils, Greases (FOG) - mg// Pretreatment Unit Description Wq Max Effluent Particle Size (in) 1/8 Homeowner Management Tasks Check (listen, look) for leaks in toilets and dripping Repair leaks promptly. Regularly check for wet or spongy soil around your soil treatment area. Contact service provider if issues arise. Control burrowing animals (gophers, groundhogs, etc.) Keep bikes, vehicles, snowmobiles and other traffic off treatment area. Alarms - Contact your service professional if any alarm signals. Lint Filter - check for lint buildup and clean when necessary. If you do not have one, add one after washing machine. Professional Management Tasks Effluent Screen - Check and clean per manufacturer recommendations. Liquid levels - Check sludge/scum/effluent levels in all system tanks. Recommend if tank(s) should be pumped. Pump all compartments every 36 months at a minimum. Inspect tank inlet and outlet baffles (if applicable) Check drainfield effluent levels (if applicable) Verify pump and alarm system functions (if applicable) Inspect wiring for corrosion and function (if applicable) Clean drainfield laterals (if applicable) Check event counter/elapsed time meter and evaluate water usage rate compared to system design flow. Eff9uent RAW -inspect and c%n Wee pw Year at a Check dissolved oxygen and effluent temperature in tank. minimum. Check for surfacing of effluent or other signs of problems. Caps - Make sure that all caps and lids are intact and in place. Verify inspection pipes are capped and intact. Inspect for damaged caps often. Fix or replace damaged caps. Provide homeowner with list of management results and any action to be taken. Septic system replacement area: Protect secondarysystem site from traff7c, compaction, etc. (if applicable) Page 7 START-UP & OPERAT/ON For new Construction: Prior to system operation, check septic/pump tanks for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cells. If high concentrations are detected, have the contents of the tank removed by a licensed septic professional prior to use. System start-up shall not occur when soils are frozen at the infiltrative surface. During power outages: Pump tanks may fill above normal high water levels for system utilizing pumps. When power is restored, the excess wastewater will be discharged to the dispersal cell in one large dose potentially resulting in overloading of the cells. Backup or surface discharge of effluent may also result. To avoid this situation, it is highly recommended to have the contents of the pump tank removed by a licensed septic professional or have a septic professional manually dose the system to return the pump tank to normal operating levels prior to restoring power. Do not drive or park vehicles over any septic system components. Do not drive, park over, or otherwise disturb or compact the area within 15 feet downslope of any mound or at grade system or secondary septic system site. MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum, and to check for any backup or ponding of effluent on the ground surface. Access openings used for service and assessment shall be sealed watertight upon completion of service activities. Any unsound/defective access openings shall be replaced immediately. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. Ponding of effluent on the ground surface may indicate a failing condition that requires immediate attention by a licensed septic professional. Tanks must be pumped when sludge accumulation is within 12 inches of the bottom of the outlet baffle, or whenever the scum layer is within 3 inches of the bottom of the outlet baffle. In no case shall total sludge and scum volume occupy greater than 25% of the tank liquid capacity. The effluent filter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless provisions are made to retain solids in the tank that may slough off the filter during removal. If the filter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm and should be evaluated by a licensed septic professional. Pre-treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturer's recommendations. CON77NGENCYPL4NS If the septic tank, or any of it's components, become defective the tank or component shall be immediately repaired or replaced according to the original system design specifications. If a dosing tank, pump, pump controls, alarms, or related wiring becomes defective, they shall be immediately repaired or replaced with components of equal performance. If the soil treatment component fails to accept wastewater or discharges wastewater to the ground surface, it shall be repaired or replaced by; increasing basal area (if toe leakage occurs), rebuilding the component at the secondary system site (if identified), or removing and replacing biologically clogged absorption and dispersal media and associated piping. If repairs or rebuilding is not possible, a new soil and site evaluation must be performed to locate a suitable replacement area if one has not already been identified. If no replacement area is available, a holding tank may be installed as a last resort replacement POWTS. ABANDONMENT If the septic system fails and/or is permanently taken out of service, the system shall be abandoned according to SPS 382-384, Wisc. Admin. Code abandonment regulations. Requirements include: - All piping to tanks shall be disconnected and abandoned pipe openings sealed. - The contents of all tanks shall be removed and disposed of by a licensed septic professional. Tanks shall be crushed & filled, or removed. A septic system abandonment notification shall be submitted to the appropriate local governmental unit. WARNING/1 SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK. Page 8 Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, ST Croix 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. 010-1081-30-000 Please print all information. Reviewed by Page 1 of 2 Date versonal mronnauon you provitie may oe usea for seconaary purposes rnva Law, s. 15.134(1 m . Property Owner Property Location: Joe & Mary Holle (Buyers) Govt. Lot: SE Y. SW 1/4 S 33 T 30 N R 16 W Property Address Lot # Block # Subd. Name or CSKO 2328 CTY RD DID City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Baldwin WI 154002 1 1 1 Emerald I CTY RD DD New Construction Use: OResidentiallNumberofbedrooms 3 Code derived design flow rate450 GPD Replacement ❑ Public or commercial — Describe: _ Parent material Loamy drift and/or loess over loamy till (Santiago sil) Floodplain elevation if applicable NA ft. General comments and recommendations: Test arid, Is all AW and suitable for holding lank. Test veld Is good candidate for adI saturation determinallon (interpretive Determination Report). LF " 0' (Redopmorphic features) 1❑ Boring # ElBoring Pit Ground surface elev. 100.00 ft. Depth to limiting factor 0 in. Snil Annlirafinn r7afn Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft1 •Eff#1 •Eff#2 1 0-10 10YR 312 sil 2fsbk mfr gs 2f-vf 0.6 0.8 2 10-15 10YR 3/2 f1f 5YR 4/6 sil lfabk-lfpl mfr cs 1f of 0.4c 0.6 3 15-21 10YR 5/3 c2d 7.5YR 416 6 10YR 5/1 sil 1 mpl mfr gs 1 f-vf 0.4c 0.6 4 21-29 10YR 5/4 m2d 7.5YR 416 8 10YR W sicl 1 mabk mfi gs 1 f-vf 0.4c 0.6 5 29-44 7.5YR 5/4 m2p 5YR 518 & 7.5YR 511 51-scl Om mfi-mvfi 0.0 0.0 (A+0") Boring # ❑ Boring 2] 0 Pit Ground surface elev. 98.95 ft. Depth to limiting factor 0 In. Snit Annlinalinn Rafn Horizon Depth In, Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 'Eff#2 1 0-7 10YR 313 sil if-msbk mfr gs 2f-vf 0.4c 0.6 2 7-11 10YR 313 - sil lfpl mfr cs 2f-vf 0.4c 0.6 3 11-17 10YR5/4 f2d7.5YR518810YR611 sil lmabk-lmpl mfr gs if-vf 0.4c 0.6 4 17-24 7.5YR 514 c2d 7.5YR 5/8 s I OYR 512 I-cl 1 msbk mfr-mfi gs 1 of 0.2 0.3 5 24 47 5YR 414 cld 7.5YR 541 6 7.5YR 5/1 sl-scl 1cabk-0m mfi 0.0 0.0 (A+0") CST Name (Please Print) Signature CST Number Ryan Bechel &L&f 1330832 Address Date Evaluatig Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 05/24/22 (651) 327-0074 AtlU-CJJU (KV4/1 J) Page 9 ❑3 Boring # ❑ Boring N Pit Ground surface elev. 100.00 ft. Depth to limiting factor 0 In. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe •Eff#1 'E1f#2 1 0-8 1OYR 313 sit 2f-msbk mfr gs 2f-vf 0.6 0.8 2 8-12 10YR 3/3 - sil lmsbk-lmpl mfr cs 1f-vf 0.4c 0.6 3 12-18 10YR5/4 ifdIOYR4/6aIoYRfin sil 2fabk mfr gs lvf 0.6 0.8 4 18-30 7.5YR 414 fed 7.5YR SM a 7.5YR fill sl 1 cabk mfr-mfi gs l of 0.4 0.7 5 30-44 7.5YR 514 c1d 7.5YR 4r6 & 7.5YR 5rz sl-scl 1csbk-0m mfr-mfi 0.0 0.0 (A+0") Boring # ❑ Boring ❑ Pk Ground surface elev. ft. Depth to limiting factor _ in. Soil ADDlicaton Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe •Eff#1 'Eff#2 aBoring # ❑ Boring ❑ Pit Ground surface elev. fl. Depth to limiting factor _ in. FSoi—lAppficatlon Rate Horizon Depth In, Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIF12 'Eff#1 -Eff#2 Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L Page 10 Designw. Ryon Be" CarLNW Sol Teater: 1330032 Designer of Englnaarlag Systems D 2263-7 1 ----- t l Existing r system ! a! 1 ! r ! ADVANCED 'As "openca '' InnOt O° Benchmark SYSTEM NOTES drawn are >1001t from Septic Tank: E HVI ItO N M E N T A L systam 0 SodBoring{r4�11gsy*miDbeebrdredperVS3/i33 BM2 = 99.65 Top of concrete patio at NE comer House grade -99.35 1• "c`J ;✓ i 50' f � i •,�\� Well 13141 100.00 Top nail in 3QyPine tree (11 zbove grade) I I 1 I 1 ' I ' I ' I I I I I � I I I tylen.e sblrrw! Tli has b. diel a!l Wd &Abkftd Is aaaleue Lawn edge I a!N toed aada IM ad Welbei t allo Fleet Field Divide OQ�N to south P.L./ in L% CTY RD DD C/L 00 N Soil Treatment Am: Ten arm is al A•T ad aftis br hddrp W*. TO am is g cwddab br M smraw dearammw (Inlaprebre Deblm bDn RW). 4De0 b lestieb = D' lltedos *-* Pabaes) •Sbpe = 3% Distribution: to east P.L. t725' UXA1 I 7 ON 14AP cans to soda) SITE RD oo N PREPARED FOR: 3oe & Mary Holle 2M CrY RD DD Baldwin, W! S40D2 SCALE PID: 010-1081-30-M 40.0 Aces SW 1/4 20 S331/T30N R16W 0' 40' Torn of Emerdd Dana d olwbrra r14%r aantrwswl bek" go rt. "Moe` N. sale: 1- - 4(YpaoeDW: 5/24/22 - --WNW Tt. 4w look%, 4w look%, F40 Property Owner: Joe & Mary Holle ADVANCED ENVIRONMENTAL Site Address: 2328 CTY RD DD, Baldwin, WI 54002 Date: 05/24/22 SOIL INTERPRETIVE DETERMINATION REPORT Page: 1 Page: 2 Page: 3 Page: 4 Page: 5 Page: 6 Page: 7 Page: 8 Page: 9 Page: 10 Page: 11-12 Page: 13-14 Page: 15-17 Page: Designer Signature: Soil Test Soil Test Soil Test Soil Test Interpretive Determination Report Interpretive Determination Report Interpretive Determination Report Interpretive Determination Report Attachment 1 Attachment 2 Attachment 3 Attachment 4 Attachment 5 .%051C0�IyS�N�,�� RYAN G. BECHEL D-2263-7 ADVANCED ENVIRONMENTAL LLC 371 Cannon View DR - Red Wing, MN 55066 (651)327-0074 RED WING MN %,.0£S �nnnnn� Date: 5/24/2022 Page 13 Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, ST Croix 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. 010-1081-30-000 Please print all information. Reviewed by Page 1 of 2 Date Personal information you provide may be used for secondary purposes Pnva Law, s. 15.04 1 m Property Owner Property Location: Joe & Mary Holle (Buyers) Govt. Lot: SE Y. SW Y. S 33 T 30 N R 16 W Property Address Lot # Block # Subd. Name or CSM# 2328 CTY RD DD City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Baldwin IWI 154002 1 1 Emerald CTY RD DID ❑ New Construction Use: E Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD E Replacement ❑ Public or commercial — Describe: _ Parent material Loamy drift and/or loess over loamy till (Santiago sit) Floodplain elevation if applicable NA ft. General comments and recommendations: Tess area Is all A-(' and suitable for holding lank. Teat area Is good candidate for soil swuration deterudnetl0n (Interpretwe Delerminat m Report). LF " 0' (Redomm orphic features) 1❑ Boring # ❑ Boring 0 Pit Ground surface elev.100.00 ft. Depth to limiting factor 0 in. Soil Annliratinn Rat. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 6Eff#1 'Eff#2 1 0-10 10YR 3/2 sil 2fsbk mfr gs 2f-vf 0.6 0.8 2 10-15 10YR 3/2 f1f 5YR 4/6 sil lfabk-tfpl mfr cs If-vf 0.4c 0.6 3 15-21 1 OYR 513 c2d 7.5YR 416 & 10YR 5/1 sil 1 mpl mfr gs 1 f-Vf 0.4c 0.6 4 1 21-29 1 1OYR 5/4 m2d 7.5YR 416 & 10YR 52 sicl lmabk mfi gs If-vf 0.4c 0.6 5 29- 4 7.5YR 514 m2p 5YR 518 & 7.5YR 5/1 sl-scl Om mfi-mvfi 0.0 0.0 (A+O") 2❑ Boring # ❑ Boring ® Pit Ground surface elev. 98.95 ft. Depth to limiting factor 0 in. Soil Annliratinn RMA Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff41 'Eff#2 1 0-7 1OYR 3/3 sil if-msbk mfr gs 2f-vf 0.4c 0.6 2 7-11 10YR 313 - sil lfpl mfr cs 2f-vf 0.4c 0.6 3 11-17 1 OYR 514 f2d 7.5YR 518 & 10YR 611 sil 1 mabk-1 mpl mfr gs 1f-Vf 0.4c 0.6 4 17-24 7.5YR 514 c2d 7.5YR 518 & MR 52 1-c1 1 msbk mfr-mfi gs l of 0.2 0.3 5 24-47 5YR 414 cld 7.5YR 518 & 7.5YR 511 sl-sG 1cabk-Om mfi 0.0 0.0 (A+O") CST Name (Please Print) Signature CST Number Ryan Bechel , Ed4 1330832 Address Date EvaluitA Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 05/24/22 (651) 327-0074 .aravvwv pw+r ,.r/ Page 1 Page 14 Boring # ❑ Boring 100.00 0 Pit Ground surface elev. ft. Depth to limiting factor In. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe •Eff#1 'Eff#2 1 0-8 10YR 313 sll 2f-msbk mfr gs 2f-vf 0.6 0.8 2 8-12 10YR313 - sit lmsbk-lmpl mfr cs 1f-vf 0.4c 0.6 3 12-18 10YR 514 f I d 1oYR 4/6 s 1OYR 6/2 sit 2fabk mfr gs lvf 0.6 0.8 4 18-30 7.5YR 4/4 f2d 7.5YR SM 6 7.5YR 611 sl teabk mfr-mfi gs tvf 0.4 0.7 5 30-44 7.5YR 5/4 eld 7.5YR 416 a 7.5YR 5/2 sl-scl 1 csbk-0m mfr-mfi 0.0 0.0 (A+0') Boring # ❑ Borng ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Soil ADolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Eff#1 GEM 7 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FP •Eff#1 •Eff#2 Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 305 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 5 150 mg/L Page 2 Page 15 Rym B@dW Cooled Sol Testm 1330632 Dei¢w of Eio*Awinq Syrtemc D 2283-7 property lines'rg not o Benchmark 1 SYSTEM NOTES ADVANCED drawn ere >1001t from ld Septic Tonk: ENV$ PONME NTAI syetamSdi Baehp {n MW sysie, to he abm ftWpmr VS 3n33 �J 'N _----�� ItI f Existing BM2 = 99.65 system Top of concrete i patio at NE corner j f i f ---�-- t------ (o ru y f Q) \ House grade =99.35 �. I (I� Well ! \ to east 1 I 3 \ P.L. BM1 = 100.00 i Top nail in 30yPine tree (11"zbove grade) a PCP \ f725' ( s _ .. Lawn ! \ edge \ �On I I Field Divide i i I I ' i i I I , r etaa.atr! 1b1/ Yra Ir Wn dsd/ad one wdrrr in aaastdahw a1N elala ad food asdm, Tlm or Laaanwt awe MNMIY 8 wa TMQ Tt6 WfM WL t7ga8" W 11ACMN MWWMY. **W naW be wmoY mrtllaL Iowa yes 99 .00 Soil Treatment Area: Ted arm a m A4T and a tehle for hW" taa. Tell arm is gmd carddde br soi smraoon delm iab Onkmetwe fkbmwaton RewQ- -De*toresmm=0'(Redx nmWWk ml -Cww=10000' •shoe=3% Distribution: LOCATION MAP (not to aodo) SITE STY RD DD PREPARED FOR: to south P.L./ ace a Mary Nolle in � CTY RD DIDC/L Site Address: m N 2328 CTY RD DO + Baldwin. WI 54002 SCALE PID: 010-1081-30-M 40.0 Aaes Legal: SE 1/4 SW 1/4 20' SW T30N R1BW 0, 49 Town oPifip"d smte MMm W time Yabonm m er mr*meon bolas uW afar amAudrL Stale: 1' - 40pe : W24/22 9 fa ewh *r Y/amaon aso a d a+damom u�wnn,�r f ^yl 1 i - _ _ _ ram_•---.�.__- ,_"..,.�-�.a--=.r..�=��.= _•__- .--.",... SOIL INTERPRETIVE DETERMINATION REPORT Prepared for: Joe & Mary Holle Site Location: 2328 HWY 63, Baldwin, WI 54002 Legal: SE 1/4 SW 1/4 S33 T30N R16W Town of Emerald Evaluation Date:5/24/22 INTRODUCTION: On 05/24/2022 a soil and site evaluation was conducted at the above -described property with the assistance of WI DSPS Wastewater Specialist Cece Rudnicki to locate a suitable area for a new Private Onsite Wastewater Treatment System (POWTS). The subject property consists of a single 40.0-acre farmstead parcel occupied by a house, barns, agricultural buildings, and cropland. The new owners, Joe & Mary Holle, desire to replace the existing (failing) POWTS for their 3-bedroom home with a new compliant system. A series of 3 soil pits were excavated and the soil conditions were described according to the requirements of SPS 385.20 and SPS 385.30. None of the observed test pits demonstrated a clear four -inch (or greater) subsoil horizon (B-Horizon) below the topsoil (A -horizon) that lacked the presence of redoximorphic features. Per SPS 385.30.2(b), Unless otherwise determined under s. SPS 385.60, the highest elevation of seasonal soil saturation shall be the ground surface where redoximorphic features are present within 4 inches of any of the following: 1. An A horizon that extends to the ground surface. 2. The lower boundary of overlying fill material where no buried A horizon exists. 3. An A horizon buried by overlying fill material The purpose of this soil Interpretive Determination Report is to review geologic, hydrologic, and topographic site conditions to determine current conditions of periodic soil saturation and assess their effect upon the potential operation of a POWTS soil treatment area. LOCAL HYDROLOGY AND SURFACE WATER FLOW: The property is located within the Willow River watershed, which is a sub -watershed of the Lower ST Croix major watershed. This area drains primarily west via wetlands, road ditches, natural drainage ways, and overland flow towards Pine Lake and its adjacent wetlands. The test area is located on the shoulder of a ground moraine and is aided by a gentle rolling slope that averages 3%grade. The slope is linear -linear in shape and most on -site drainage flows south towards the drainage ditches parallel to CTY RD DD. The local landscape position and slope shape help to limit surface water flow across the test area. Furthermore, overland flow from the north and east is naturally directed southeast around the test area by virtue of the existing site topography. There are no public water features or FEMA-mapped floodplains on the property. Per ST Croix County GIS data, there is an emergent/wet meadow wetland feature in the southwest corner of the property 550 feet southwest and approximately 18 feet lower in elevation than the test area. There are also various mapped freshwater emergent, wet meadow, scrub, shrub, and forested wetland features as well as unmapped wetland features (wetland indicator points) throughout the surrounding area. These features are typically located within depressions, low-lying meadows, or along stream terraces (see Page 5 Page 18 attachments 1 & 2). The test area does not appear to have hydric soils or wetland indicator vegetation. Furthermore, the test area does not exhibit a "depressional landscape" characteristic of adjacent wetlands. The consistent rolling slope in the test area has likely aided drainage adequately enough to prevent wetland or hydric soil conditions from forming. The tested area does not appear to be a wetland. HISTORICAL GEOMORPHOLOGY: This area of ST Croix County was formed by ground moraine deposits during the last Wisconsin Glacial Episode occurring 12,000 to 15,000 years ago. Glaciation resulted in erosion, deposition, stream erosion, and other processes that influenced the type, quantity, and quality of the subsurface soil "parent materials." Wisconsin is divided into 5 primary soil regions based on geographic location, broad vegetation type (forest vs. prairie), and texture of parent materials. These 5 primary regions are further broken down into 11 sub -groups based on cover types of texture classes. The soils of this area of St Croix County belong to Soil Region F which is dominated by Hapludalfs in forested silty soils on uplands and plains (Bockheim, J. G., & Hartemink, A.E. (2017). The Soils of Wisconsin. Springer Publishing). The parent material of the tested area consists of windblown loess and loamy deposits laid over a dense clay loam to sandy clay loam till (see attachment 3). SOIL MAPPING: USDA Web Soil Survey data classify the soils in the tested area as a Santiago Silt Loam. The Santiago series consists of well -drained soils which are deep to a densic contact. They formed in loess or silty lacustrine deposits and in the underlying dense sandy loam till on ground moraines, disintegration moraines, and end moraines. Permeability is moderate in the silty mantle, slow or moderately slow in the lower part of the solum, and very slow in the substratum. The Santiago series is a Haplic Glossudalf subgroup of the Alfisol soil order. Glossudalf soils are characterized by a "glossic horizon" (E/B, B/E) in soils that are never dry for >90 cumulative days or >45 consecutive days ("ud") (see attachment 4). The topsoils and initial sub -soils express moderate structure which aids in the downward movement of water through the soil profile as well as the lateral movement of water downslope. Soil structure generally deteriorates with depth eventually becoming structureless (massive and very firm). SOIL CONDITIONS Overall, the soil evaluation revealed a relatively consistent topsoil and subsoil regime throughout the test area which comprised borings. Topsoil (Ap-Horizon) depth ranged from 0-9 inches and was a dark brown (10YR 3/2-3/3) silt loam with weak subangular-blocky to platey structure. The Ap-Horizon was followed by an E/B-Horizon containing a brown (30YR 5/3-5/4) silt loam to silty clay loam with weak -to -moderate angular -blocky or weak-platey structure. Mixing of the E/B horizon with the Ap-horizon above and B-horizon below was evident near the transitions, and is likely a result of the ongoing agricultural tillage practices. The observed weak-platey structure diminished with depth and was not observed below 21". The platey soils in the upper horizons do not appear to be naturally occurring. The test area has been farmed as an alfalfa field since 2018. The lack of annual plowing over the last 5 years coupled with the compaction forces of the heavy agricultural equipment involved in modern hay cropping have likely been the primary factor in the formation of the platey soil structure observed in the Ap and E/B horizons. It should be noted that the platey soils were most abundant and Page 6 Page 19 pronounced along the western edge of the field. This area is along the field "end -rows" which receives more frequent equipment traffic during forage removal. A thorough plowing of the upper 12-14" of soil is very important on this site to re -orient and break-up these platelets to encourage vertical movement of water through the profile. The E/B-horizon gradually transitioned to a 7.5YR 4/4 B-horizon containing a mix of sandy loam and clay loam with weak blocky structure. Starting at around 24-30" soil texture became appreciably weaker and denser as the parent till was encountered. These glacial till -derived parent materials (C-horizon) were slightly lighter than the overlying subsoils (7.5YR 5/4). C-Horizon texture ranged from sandy loam to sandy clay loam with a firm to very firm consistence. Structure in the horizon deteriorated with depth eventually becoming massive and structureless, especially beyond 40". Redoximorphic features were observed in all borings. A few -fine -faint Redoximorphic Features were observed in the dark brown (10YR 3/2-3/3) topsoils of Bl and B2 between 7" and 11". This indicates that where present, Redoximorphic features can be observed in the dark brown topsoils of the Ap-Horizon. The lack of visible Redoximorphic features in the topsoils above 7 inches indicates these soils are not likely saturated for a long enough period for the features to develop. However, it should be noted the possibility that Redoximorphic Features in the upper 7" cannot be entirely dismissed due to the mixing of the horizon through agricultural tillage. However, given the landscape position, slope -shape, and lighter texture in the Ap-horizon, it is unlikely that the horizon is subject to any periods of prolonged saturation. Redoximorphic features were present throughout the subsoil horizons beginning as few -to -common, fine, distinct, and becoming many, medium -to -large, and prominent as depth increased. Redoximorphic features were most abundant and prominent in the massive sand clay loam soils in the C-Horizon, indicating the horizon is strongly contributing to the slowed movement of water through the soil solum. The frequency and intensity of the redoximorphic features were markedly lower in the B-Horizon, indicating that "perching" does take place in the upper horizons, but likely less frequently and for a shorter period of time in the upper portions of the solum. No fill soils were encountered in the test area in the test area. It does not appear that a building has ever been present in the tested area. No standing water or saturated soils were observed in any of the test pits during the observation window. A review of ST Croix County parcel records indicated no soil test or sanitary permit information is available for 2306 CTY RD DD (nearest residence to the west). A soil test conducted on 05/26/1995 by Dale E. Hudson at 2358 ClY RD DID (150 feet east of the test area) was available and indicated similar soil conditions to those observed (see attachment 5). One notable distinction of Mr. Hudson's report compared with the test site is that Mr. Hudson observed a thick silt loam E-Horizon from 4"-19" in all 3 of his borings. Also, no Redoximorphic Features were reported within the A -Horizons. A review of available historical aerial imagery indicates the site has not been farmed in the past. The apparent lack of historical tillage at this site has likely prevented mixing and disturbance of the natural soil horizons and is a good indication of what may have been observed at the subject site before the introduction of agricultural tillage. The USDA Web Soil Survey data indicates portions of the property evaluated by Mr. Hudson are mapped Magnor, Freeon, and Santiago. Page 7 Page 20 CONCLUSIONS/RECOMMENDATIONS: The site appears to be impacted by a "perched" seasonal water table that is likely caused by the densic sandy loam to sandy clay loam soils in the underlying compacted till. Though Redoximorphic features are observed throughout the subsoil, they were more prevalent and prominent at greater depths indicating the upper horizons are not wet as often and for a shorter period of time. Nowhere on the site was there a clear 4-inch subsoil horizon below the topsoil and therefore the site is all "A+O." Overall, topographic relief (3%), slope -shape (linear -linear), landscape position (shoulder), and soil texture (silt loam) in the topsoil horizons is adequate to encourage water movement downslope and away from the test area. Based on all available information I would conclude, at a minimum, the upper 6 inches of topsoil are not seasonally saturated and have the ability to accept and properly treat wastewater effluent to the standards of SPS 383. To prevent "toe leakage" and encourage effective infiltration into the subsoil strata, a long, narrow mound system should be designed. Given the depth and prevalence of the platey soil structure, the basal area loading rate should also be kept very low to ensure proper effluent infiltration and acceptance. A deep (10"-14") and thorough plowing is essential during the system installation to break up and re -orient the weak platey topsoils that have developed as a result of agricultural compaction. The following design criteria shall be implemented in the proposed mound system design: 1. The mound shall be installed on the 100.00 contour 2. The mound shall be long and narrow. The distribution bed shall not exceed 4.5 feet in width to maintain a linear loading rate at or below 4.5gal/ft/day 3. The basal soil application rate shall not exceed 0.2gpd/ft2 4. The mound should have a minimum 30-inch ASTM-C33 sand -lift 5. Pressure distribution shall be level and orifice density shall be kept at or below <10ft2/orifice 6. Mound installation should only occur if soils are dry and friable to prevent smearing of the soil and compaction of the subsurface soil structure. Installation should be avoided during the spring of the year if possible. A deep plow (10"-14") is strongly recommended. 7. The site should be graded to divert surface water away from the mound system and downslope basal area Page 8 Page 21 d . ;p • y jPL..'.. �. ! 1 h l i.7 1 � `• ATTACHMENT 2 SCC ArcGIS Web Map 6113/2022, 7:43:08 AM 1:9.028 0 0.05 0.1 02 ml Tax Panels 0 ZONE AE - FLOODWAY Wetlsttd Mess Flood Huo'o Aroas Q ZONE X - 0.2 PCT ANNUAL CHANCE FLOOD HAZARD Aqua bed 0 0.07 0.15 0.3 km ZONE A a --a Base Flood EWMdon EmwyenlAM meadow worst. ecC coo. ecc coo. FEw Soo Coy © ZONE AE EmwWWret meadow. Agtrtle bed WseAV&,Q b,A.Ge $CC coo I woret, eCC coo I $CC CDO uW eCC 10mV o.q I FEMA, scc coo I COO wW wve I Page 23 8/20/2021 ATTACHMENT LOCATION SANTIAGO WI+MN Established Series Rev. DJH-DEJ-HFG 02/2006 SANTIAGO SERIES Soil Data Explorer I Califomia Soil Resource Lab The Santiago series consists of well drained soils which are deep to a densic contact. They formed in loess or silty lacustrine deposits and in the underlying dense sandy loam till on ground moraines, disintegration moraines, and end moraines. Permeability is moderate in the silty mantle, slow or moderately slow in the lower part of the solum, and very slow in the substratum. Slope ranges from 1 to 45 percent. Mean annual precipitation is about 30 inches. Mean annual air temperature is about 42 degrees F. TAXONOMIC CLASS: Coarse -loamy, mixed, superactive, frigid Haplic Glossudalfs TYPICAL PEDON: Santiago silt loam, on a convex, northeast -facing slope of 8 percent, in a cultivated field, at an elevation of about 1,180 feet. (Colors are for moist soil unless otherwise stated.) Ap--O to 10 inches; dark brown (I OYR 3/3) silt loam, light brownish gray (I OYR 6/2) dry; moderate medium granular structure; friable; many fine and few medium roots; 4 percent gravel; slightly acid; abrupt smooth boundary. (6 to 12 inches thick) EB--10 to 15 inches; about 60 percent brown (I OYR 5/3) silt loam (E), very pale brown (I OYR 7/3) dry; weak medium platy structure parting to moderate very fine subangular blocky; friable; extends as tongues into or surrounds remnants of dark yellowish brown (10YR 4/4) silt loam (Bt); moderate very fine subangular blocky structure; friable; common faint dark yellowish brown (10YR 3/4) clay films on faces of peds; common fine and medium roots; 1 percent gravel; moderately acid; clear smooth boundary. B/E--15 to 23 inches; about 70 percent dark yellowish brown (I OYR 4/4) silt loam (Bt); moderate very fine subangular blocky structure; friable; common faint dark yellowish brown (l OYR 3/4) clay films on faces of peds; penetrated by tongues of brown (I OYR 513) silt loam (E), very pale brown (IOYR 7/3) dry; weak medium platy structure parting moderate very fine subangular blocky; friable; common fine and few medium roots; 1 percent gravel; very strongly acid; abrupt wavy boundary. (Glossic horizon ranges from 5 to 20 inches thick.) 2Btl-23 to 36 inches; dark brown (7.5YR 3/4) gravelly sandy loam; moderate fine prismatic structure tending to part along horizontal cleavage planes to weak medium plates inherited from the parent material; firm; common fine roots; common faint dark brown (7.5YR 3/3) and few distinct reddish brown (5YR 4/4) clay films on all faces of peds; few prominent brown (1 OYR 5/3) silt coats on vertical faces of peds; 14 percent gravel and about 1 percent cobbles; slightly brittle; strongly acid; abrupt wavy boundary. 2Bt2--36 to 49 inches; dark brown (7.5YR 3/4) fine sandy loam; moderate fine prismatic structure tending to part along horizontal cleavage planes to weak medium plates inherited from the parent material; firm; few fine roots; many faint dark brown (7.5YR 3/3) clay films on all faces of peds; very few prominent brown (10YR 5/3) silt coats on vertical faces of peds; 11 percent gravel and about I percent cobbles; slightly brittle; strongly acid; gradual wavy boundary. (Combined thickness of the 213t horizon ranges from 8 to 30 inches.) 2BCd1--49 to 69 inches; dark reddish brown (5YR 3/4) sandy loam; weak very coarse prismatic structure tending to part along horizontal cleavage planes to weak medium plates inherited from the parent material; firm; few fine roots; few faint dark reddish brown (5YR 3/3) clay films on top faces of peds; 9 percent gravel and about I percent cobbles; moderately acid; gradual wavy boundary. https:/Jcasoilresource.lawr.ucdavis.edu/sder?series=santiago Page 1 [ Page 24 1/4 8/20/2021 Soil Data Explorer I Califomia Soil Resource Lab 2BCd2--W9 f4oCBTtiWT-, nark reddish brown (5YR 3/4) sandy loam; weak extremely coarse prismatic structure tending to part along horizontal cleavage planes to weak medium plates inherited from the parent material; firm; few fine roots; few distinct dark reddish brown (5YR 3/3) clay films on top faces of peds; 7 percent gravel and about 1 percent cobbles; few sandstone channers; moderately acid; gradual wavy boundary. (Combined thickness of the 2BCd horizon ranges from 0 to 70 inches.) 2Cd--87 to 102 inches; reddish brown (5YR 4/4) sandy loam; tending to part along horizontal cleavage planes to weak medium plates; firm; dense and compact; 9 percent gravel and about 1 percent cobbles; slightly acid. TYPE LOCATION: Barron County, Wisconsin; about 2 miles east and 1.5 miles south of Reeve; located about 1,840 feet south and 2,040 feet east of the northwest corner of section 34, T. 32 N., R. 14 W.; USGS Connorsville topographic quadrangle; lat. 45 degrees 13 minutes 09 seconds N. and long. 92 degrees 05 minutes 12 seconds W., NAD 83. RANGE IN CHARACTERISTICS: Thickness of the silty mantle ranges from 12 to 36 inches. Depth to the base of the argillic horizon and to densic contact ranges from 40 to 60 inches. Content of clay averages from 7 to 17 percent in the particle -size control section and the content of fine sand or coarser averages 15 to 70 percent. The base saturation (by sum of cations) is less than 60 percent in some part of the argillic horizon. Volume of gravel ranges from 0 to 10 percent in the silty mantle and from 5 to 35 percent in the till. Volume of cobbles ranges from 0 to 3 percent in the silty mantle and from 0 to 5 percent in the till. Volume of stones ranges from 0 to 1 percent in the silty mantle and from 0 to 3 percent in the till. Surface stones have coverage ranging from 0 to 3 percent. Reaction ranges from extremely acid to slightly acid in the solum, except it ranges to neutral in the Ap horizon where the soil is limed. Reaction ranges from strongly acid to neutral in the substratum. The Ap horizon has hue of 7.5YR or 1 OYR, value of 3 or 4, and chroma of 1 to 3. Dry value is greater than 5.5. Uncultivated pedons have an A horizon, 1 to 4 inches thick, with hue of 7.5YR or 1 OYR, value of 2 or 3, and chroma of 1 or 2. Texture is silt loam. Some pedons have an E horizon with hue of 7.5YR or IOYR, value of 4 to 6, and chrome of 2 or 3. Colors of 4/3 or 5/3 have value dry of 7 or more. The E horizon is silt loam or silt. Some pedons have a Bw horizon with hue of 7.5YR or IOYR, value of 3 to 5, and chroma of 4. It is silt loam. Bw horizons with spodic color have less than 0.6 percent organic carbon. Santiago soils have a glossic horizon. Horizonation has a wide range depending on the thickness of the silty mantle and the degree to which eluviation has occurred. Therefore, there can be E/B, B/E, 2E/B, or 2B/E horizons singly or in combination. The E part of the EB or B/E horizon has color and texture like the E horizon described above. The Bt part has hue of 7.5YR or I OYR, value of 3 to 5, and chrome of 4 to 6. Some pedons have a Bt horizon with color and texture like the Bt part described above. The 2E part of the 2EB or 2B/E horizon has hue of 5YR, 7.5YR, or 1 OYR, value of 4 to 6 and chroma of 2 or 3. Colors of 4/3 or 5/3 have value dry of 7 or more. The 2E part is typically sandy loam, fine sandy loam, loam, or their gravelly analogs, but in some pedons it is loamy sand or gravelly loamy sand. The 213t part has color and texture like the 213t horizon described below. The 213t horizon has hue of 2.5YR, 5YR, or 7.5YR, value of 3 to 5 and chrome of 4 to 6. It is typically sandy loam, fine sandy loam, loam, or their gravelly analogs. The bulk density ranges from 1.65 to 1.90 gm/cc. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. The 2BCd horizon has hue of 2.5YR, 5YR, or 7.5YR, value of 3 to 5 and chroma of 4 to 6. It is typically sandy loam, fine sandy loam, or their gravelly analogs. Bulk density ranges from 1.8 to 2.0 gm/cc. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. Page 12 https:l/casoilresource.lawr.uodavis.edu/sdel?series=sanbago 214 Page 25 45' I1SN 6' 7 1' N ATTACHMENT 4 s Soil Map --St. Croix County, Wisconsin s a Q P a � P S� SSW SRSiD SOD MIX 3 b. Q Map5de: 1:3AD0 rlxj On A larlds>we(11'x&51 meet a N mmm 0 40 to 1 W 240 ,Feet 0 KA 3ID 400 fb0 Mappg)�b: Web Mavmr Gm ranartrms: MAGS94 &►2etim: LrrM Zx* 1SN WG5a4 Imu Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 45' 717N ds" 7 V N 5W4D 552M 5®BO ssm 3 LA_ A Page 1 of 3 Page 26 ATTACHMENT 4 Soil Map —St. Croix County, Wisconsin Map Unit Legend Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI AdA Capitols muck, 0 to 2 percent slopes, very stony 0.2 8.5% AmC2 Amery loam, 6 to 12 percent slopes, eroded 3.2 FnB Freeon sift loam, 2 to 6 percent slopes 0.6 1.7% MaB Magnor sift loam, 0 to 4 percent slopes 0.0 0.1 % SaB Santiago silt loam, 2 to 6 percent slopes Totals for Area of Interest 33.5 89.2% 37.6 100.0% Natural Resources Web Soil Survey 511:m2uz1 Conservation Service National Cooperative Soil Survey Page 3 of 3 Page 14 Page 27 „,, r run• altaturYI QD I L H R in accord with ILHR 83.05. Wis. Adm. Code ' T 5 COUMY -a. C ^o ; X Attach complete site plan on paper not less than B 1 in size. Plan must include, but not limited to vertical and horizontal reference ( (r� G of slope, scale or PARCEU.D. s dimensioned, north arrow, and location and I naare APPLICANTINFORNATION-PLEAS TALL I gyA RMEWIDBY DATE �l/j PROPER^•T71Y�06YNER yy Zaa rl a /� 6ISSL' f L� <� ROPERTYLOCATION LOT 5 W 1/1 SL t11,S 33 T 30 ,N,R /!� � ( PROPEATYONNER*SMAILING AD��SS `9`s'S BLOCK a St10D. NAME OR CSM e 8S NA � CITY, STATE ZIP C MBER ❑CITY OVILLAGE ®TOWN NEAREST ROAD o /ol ; w cJ,', syoa Z 7 err. DD (� New Consbuction Use Residential I Ntxn 3 Replacement ( ( Public or commercial describe Code derived daily flow 4150 gpd Recommended design loading rate • Z bed. gpd/ft2 • 3 try, gpd1h? Absorption area required 3 7 5 bed, p2 3 75 trench, n2 Maximum design loading rate bed, gpdtlt2 trench. WMI? Recommended infiltration surface elevations) ft (as referred to site plan benchmark) Additional design I site considerations %co mmCn6/ Gse�',zx Sowva4t .+.,o% r S,YS7P M Parent material 51,1f sco/: m c At Flood plain elevation, 8 applicable NOA II S - Suitable for system CONVENTIONAL ❑ S Ja Li MOUND W S ❑ U NGROl1N0f'RESSURE ❑ S U ATGRADE ❑ S Amu SYSTBA IN 11L ❑ S �U I"0ING TAM( ❑ S U U= Unsuitable forsystem J Boring;;,,ltl Ground elev. /o6-1q If Depth 10 limiting factor 1— Boring I Ground elev. 9914? n. Depth to imling lath 2 0” SOIL DESCRIPTION REPORT Horizon Depth in. Dominant Color Munsell Wiles Qu. Sz.ConLCobr Texture Structure Gr. Sz. Sh. C.O s nce ��, Roots GPO/lt Bed I Trend / Z 0-5 5-19 /0YR sZ /oYR 513 None _1 A/onc ' s•' s%/ .2 mgR aZ.r, sd e7 rn r Cs 3a 3,v) •5 • S�' •G 6 w 3 19-29 5YR 4 14 c Z d 7,s s/c s_/ [sr-1 ,-•2 _ cs � M4, cw 3 F 2 1.2 •3 1#3 `/ `f z9-34 5ye y 6 czd 7,5W'& I Remarks:_—.---_____- 1 O-'� /0Yx ;1Z • 5 I• ii Z- y-20 /O YR S13 AlorlG si*/ Z/" rk P7-cr 3 S • L 3 y 20-Z7 27 38 5ne "A _czd SYR A/_ 7-sYR_�6, 1 ejd 7,5 )P s�� j SO � /C.5 C-_ C, Z �2 I Remarks: CST Name—TleasePrinl male re one /S-6S5r-3379 Addr.rs_�zo f�; - G2a / O/w; r� I tl%,', SyooZ - — Sgnatvs Date -- — CSl Numb* S,26 —9'5 Page 15311)3 _ 28 Boring M. Ground elev. Depth to limiting factor le Boring N U. R Ground elev n. Depth to firnifing laclof Boring N 1:1 Ground elev, n. Depth to Irnifing factor Boring N Ground elev Depth to linifing factor Deptli OE4T Dominant Coior 5 Munsell Nlottles Du. Sz. Cont. COOf Texture Structure Gr. Sz. Sli. Consistence Baxijwy Roots —G�—@�r-ll . c BW. T Bed TrWr 0- s3 41,4C Xe/ fo)l di /v7-fv- CS Co 3 40' C" 75MAV4 CW 3-F -3 Qzl 7-009% se f; z 1-3 Remarks: -------------- Remarks: Remarks: leff I dl KS Page 16 Page 29 Owner ; Duo, e, g usSGtt z 3.5s cty. Rd. aD 7/5-6M8y- 222Z BM - loo.o' R r - /oo . q' v _s 63- 99, Sb', N�• /z Ac.-as SrFe chy, Rol• DD T3ON R /Lw /'lo at I I 13 LJe I I 1 eq& sfit Ifx�st;�1 li II II Ziow 11 By MP 66z9 CsT 3y13 s•z6-9S I CrY ' Page 17 ^-- Page 30 R ARTRy,R.� iw DIVISION OF INDUSTRY SERVICES 10541 N RANCN RD HAYWARDVN 548/18162 Caad Thmugh RdW www.wismom .SOV 'rEArkr��. TOWN Ever - OOYMOW Dann Orb* - Sew"M June 15, 2022 CONDITIONAL APPROVAL SOILS SATURATION DETERMINATION Plan Review Number: PWTS-062200057-SSD RYAN BECHEL 779 Spring Creek Road Red Wing MN 55066 SITE: Joe and Mary Holle 2328 Cty Rd DD St. Croix County Town of Emerald SE X - SW % - S33 —T30N — R16W C10ND1770NALLY APPROVED DEFT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval is hereby granted pursuant to s. SPS 385.60(2), Wis .Adm. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Ryan Bechel, Certified Soil Tester (CST) and his recommendations. • This approval is limited to the soil characteristics within the tested area. This approval is based upon best management practices and does not warranty the functioning of the system. Water conservation, wastewater disposal practice and system maintenance will aid in the longevity of the system. • On -site visit was conducted by CeCe Rudnicki, DSPS on May 24, 2022. • The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in -situ soil is required for adequate treatment and dispersal. • The basal soil application rate for the mound shall be 0.2 gpd/sf, and the linear loading rate 4.5 gpd/ft. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. • landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. • 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 stats 101.12(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, iCe,C& R CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608) 400-3186 elizabeth. rudnicki@wisconsin.gov ADVANCED ENVIRONMENTAL Property Owner: Joe & Mary Holle Date: 06124122 Site Address: 2328 CTY RD DD, Baldwin, WI 54002 SOIL INTERPRETIVE DETERMINATION REPORT QDNDITTONALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES Page: 1 Soil Test DIVISION OF INDUSTRY SERVICES Page: 2 Soil Test Page: 3 Soil Test Page: 4 Soil Test SEE COMESPONDENCE Page: 5 Interpretive Determination Report Page: 6 Interpretive Determination Report Page: 7 Interpretive Determination Report Page: 8 Interpretive Determination Report Page: 9 Attachment 1 Page: 10 Attachment 2 Page: 11-12 Attachment 3 Page: 13-14 Attachment -3.s�\SCOIVSj�V°'� Page: 15-17 Attachment 5 ,�`�* {r RYAN G. Page: = BECHEL D-2263-7 RED WING MN ti Designer Signature: - Date: 5/24/2022 ADVANCED ENVIRONMENTAL LLC 371 Cannon View DR - Red Wing, MN 55066 (651)327-0074 Wisconsin Department of Safety and Professional Services Pagel of 2 Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Ws. 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, I.D. parcel Parcel81-30-ODO scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. Reviewed by Dale I Property Owner Property Location: Joe & Mary Holle (Buyers) Govt. Lot: SE '/. SW '/. S 33 T 30 N R 16 W Property Address Lot * Block * Subd. Name or CSMik 2328 CTY RD DD City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Baldwin WI 54002 1 1 1Emerald CTY RD DD ❑ New Construction Use:O Residenlial/Numberofbedrooms 3 Code derived design flow rate 450 GPD Q Replacement ❑ Public or commercial - Describe: — Parent material Loamy drift and/or loess over loamy till (Santiago sil) Floodplain elevation if applicable NA ft. General comments and recommendations: Test area is all A.o- and suitable fm holding tank. Test area Is good candidate fm aoil satunnion del«m:la6m Ilnlemrewe Dalai naaon Rapon) LF a 0- (Redoximnrphic leatums) ❑ Boring El Boring f 9 pit Ground surface elev. 100.00 ft. Depth to limiting factor 0 in. c..il AnrJirafinn Rafe Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff*1 'Efi 1 0-10 10YR 312 sil 2fsbk mfr gs 2f-vf 0.6 0.6 2 10-15 10YR 312 f1f 5YR 4/6 sil lfabk-lfpl mfr cs 1f-vf 0.4c 0.6 3 15-21 10YR 513 c2d 7.5YR 416 & 10YR 511 sit 1 mpl mfr gs 1f-vf 0.4c 0.6 4 21-29 10YR 5/4 m2d 7 5YR 4/6 & 10YR 512 Sid 1 mabk mfi gs 1 f-vf 0.4c 0.6 5 29-44 7.5YR 514 m2p 5YR 5/8 8 7.5YR 511 sl-sct Om mfi-mvfi 0.0 0.0 (A*O") 22] Boring 1f ❑ Boring 5 ❑� Pit Ground surface elev. 98.9ft. Depth to limiting factor 0 in. Cnil Annlirnfinn RatP Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD/Fl2 •Effltfl 'Eff*2 1 0-7 1OYR3/3 sil if-msbk mfr gs 2f-vf 0.4c 0.6 2 7-11 1OYR313 - sil 1fpl mfr cs 2f-vf 0.4c 0.6 3 11-17 10YR 5/4 f2d T5YR 518 & 10YR 6/1 sil / mabk-1 mpl mfr gs if-vf 0.4c 0.6 4 17-24 7.5YR 5/4 c2d T5YR 5/8 & 10YR 512 I-cl 1 msbk mfr-mfi gs 1 of 0.2 0.3 5 24-07 5YR 4/4 c1d 7 5YR 5/6 & 7.5YR 511 sl-scl 1 cabk-0m mfi 0.0 0.0 (A+O") _ __ . 1..._... «o - onn an < 99n innn aM TSS > 30 5 150 ma/L - Effluent A7 = BOD, > 31.15 221LI «. a 1 as � au n lav nr rr. �...w,,• -� - �--�, - -- - --- --- - - -- - - - CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date Evaluetl Conducted Telephone Number 1 779 Spring Creek RD S, Red Wing, MN 55066 05124122 (651) 327-0074 SBD-8330 (R04/15) Page 1 3] Boring # ❑ Boring 9 Pit Ground surface elev.100.00 ft. Depth to limiting factor 0 in. Snil Annlirntim Ral. 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 0-8 10YR 313 sil 2f-msbk mfr gs 2f-vf 0.6 0.8 2 8-12 10YR3/3 - sit lmsbk-lmpl mfr cs If-vf 0.4c 0.6 3 12-18 10YR 5/4 f1d 10YR 4/6 & 10YR 6/2 sil 2fabk mfr gs 1vf 0.6 0.8 4 18-30 7.5YR 4/4 f2d 7.5YR 5/8 8 7.5YR 6/1 sl 1 cabk mfr-mfi gs 1 of 0.4 0.7 5 30-44 7.5YR 5/4 c1d 7.5YR 4/68 7.5YR W sl-scl lcsbk-Om mfr-mfi 0.0 0.0 (A+O") 4❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Rnil Annliratinn Rat. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Eff#1 'Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor_ in. Rnil Amdiratinn Rat. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'Eff#1 'Eft#2 ' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L ' Effluent 82 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L Page 2 Designer. Ryon Bethel CwUfled Sail Tester. 1330832 Design of EngktewNg Systems D 2253-7 I i-------------------- I r � ADVANCED E N V I e O N M f N T A L I \ House grade z99.35 I ' Q I — so _1 Well C?t� BM1 =�100.00 Top nail in 30?'Pine tree (11" above grade) Existing BM2 = 99.65 system Top of concrete patio at NE corner 1 i I I O I / � ru I , lv , I I � oraoaa ter.rrt: 1W warn Is tow meleaa ad IZY Lawn edge SVST'EM NOTES 'AN property linen not O BenUmark drawn are >100ft from SSe tk Tank: system Sod Boring ; I •FAtigalsbmbDeabydaiedper SFS3B333 °0, to south P.L./ co�CTYRDDDC/L N -H Field Divide t0 east P.L. l� ±725' I \j0 \9 OHO 0 SCALE 20' 0' 40' Tea area s al A4i a>d sdaFee tr Wang trl Tat ass s good raMdafe br sat sarason ddffmTkf" (Woopretra NWninabw Rep -Deph b MAit1M = 0' (Redbdigrp s: kalees) ,Cordo r =1DDAP -SW =3% Distribution: LOCATION MAP test to sod.) SITE Cry RD DD PREPARED FOR: 3oe & Mary Hole Site Address: 2328 CTY RD DO Baldwin, VVI 54002 PID: OIG-1081-30.000 40.0 Acres LeQa1: SE 1 /4 SW 1 /4 S33 T30N R16W Town oPfte"d se Land seen tbo we bsdtrrt ono nsut rune n uobwd from drb.b000 od/r awpmaen besere and [stile-1- • 40' --Date: SJ24m �/ ,� � ` � ��.. r. mil_ .�i S `�irr C`Z, �^•.�� . J / � 11 I � ♦Y ��.� i L��1 1 kip I/.1l �\\j i' �\� 1� _ �•� ��� `��-mil `.� SOIL INTERPRETIVE DETERMINATION REPORT Prepared for: Joe & Mary Holle Site Location: 2328 HWY 63, Baldwin, WI 54002 Legal: SE 1/4 SW 1/4 S33 T30N R16W Town of Emerald Evaluation Date: 5/24/22 INTRODUCTION: On 05/24/2022 a soil and site evaluation was conducted at the above -described property with the assistance of WI DSPS Wastewater Specialist Cece Rudnicki to locate a suitable area for a new Private Onsite Wastewater Treatment System (POWTS). The subject property consists of a single 40.0-acre farmstead parcel occupied by a house, barns, agricultural buildings, and cropland. The new owners, Joe & Mary Holle, desire to replace the existing (failing) POWTS for their 3-bedroom home with a new compliant system. A series of 3 soil pits were excavated and the soil conditions were described according to the requirements of SPS 385.20 and SPS 385.30. None of the observed test pits demonstrated a clear four -inch (or greater) subsoil horizon (B-Horizon) below the topsoil (A -horizon) that lacked the presence of redoximorphic features. Per SPS 385.30.2(b), Unless otherwise determined unders. SPS 385.60, the highest elevation of seasonal soil saturation shall be the ground surface where redoximorphic features are present within 4 inches of any of the following: 1. An A horizon that extends to the ground surface. 2. The lower boundary of overlying fill material where no buried A horizon exists. 3. An A horizon buried by overlying fill material The purpose of this soil Interpretive Determination Report is to review geologic, hydrologic, and topographic site conditions to determine current conditions of periodic soil saturation and assess their effect upon the potential operation of a POWTS soil treatment area. LOCAL HYDROLOGY AND SURFACE WATER FLOW: The property is located within the Willow River watershed, which is a sub -watershed of the Lower ST Croix major watershed. This area drains primarily west via wetlands, road ditches, natural drainage ways, and overland flow towards Pine Lake and its adjacent wetlands. The test area is located on the shoulder of a ground moraine and is aided by a gentle rolling slope that averages 3% grade. The slope is linear -linear in shape and most on -site drainage flows south towards the drainage ditches parallel to CTY RD DD. The local landscape position and slope shape help to limit surface water flow across the test area. Furthermore, overland flow from the north and east is naturally directed southeast around the test area by virtue of the existing site topography. There are no public water features or FEMA-mapped floodplains on the property. Per ST Croix County GIS data, there is an emergent/wet meadow wetland feature in the southwest corner of the property 550 feet southwest and approximately 18 feet lower in elevation than the test area. There are also various mapped freshwater emergent, wet meadow, scrub, shrub, and forested wetland features as well as unmapped wetland features (wetland indicator points) throughout the surrounding area. These features are typically located within depressions, low-lying meadows, or along stream terraces (see Page 5 attachments 1 & 2). The test area does not appear to have hydric soils or wetland indicator vegetation. Furthermore, the test area does not exhibit a "depressional landscape' characteristic of adjacent wetlands. The consistent rolling slope in the test area has likely aided drainage adequately enough to prevent wetland or hydric soil conditions from forming. The tested area does not appear to be a wetland. HISTORICAL GEOMORPHOLOGY: This area of ST Croix County was formed by ground moraine deposits during the last Wisconsin Glacial Episode occurring 12,000 to 15,000 years ago. Glaciation resulted in erosion, deposition, stream erosion, and other processes that influenced the type, quantity, and quality of the subsurface soil "parent materials." Wisconsin is divided into 5 primary soil regions based on geographic location, broad vegetation type (forest vs. prairie), and texture of parent materials. These 5 primary regions are further broken down into 11 sub -groups based on cover types of texture classes. The soils of this area of St Croix County belong to Soil Region F which is dominated by Hapludalfs in forested silty soils on uplands and plains (Bockheim, J. G., & Hartemink, A.E. (2017). The Soils of Wisconsin. Springer Publishing). The parent material of the tested area consists of windblown loess and loamy deposits laid over a dense clay loam to sandy clay loam till (see attachment 3). SOIL MAPPING: USDA Web Soil Survey data classify the soils in the tested area as a Santiago Silt Loam. The Santiago series consists of well -drained soils which are deep to a densic contact. They formed in loess or silty lacustrine deposits and in the underlying dense sandy loam till on ground moraines, disintegration moraines, and end moraines. Permeability is moderate in the silty mantle, slow or moderately slow in the lower part of the solum, and very slow in the substratum. The Santiago series is a Haplic Glossudalf subgroup of the Alfisol soil order. Glossudalf soils are characterized by a "glossic horizon" (E/B, B/E) in soils that are never dry for >90 cumulative days or >45 consecutive days ("ud") (see attachment 4). The topsoils and initial sub -soils express moderate structure which aids in the downward movement of water through the soil profile as well as the lateral movement of water downslope. Soil structure generally deteriorates with depth eventually becoming structureless (massive and very firm). SOIL CONDITIONS Overall, the soil evaluation revealed a relatively consistent topsoil and subsoil regime throughout the test area which comprised borings. Topsoil (Ap-Horizon) depth ranged from 0-9 inches and was a dark brown (10YR 3/2-3/3) silt loam with weak subangular-blocky to platey structure. The Ap-Horizon was followed by an E/B-Horizon containing a brown (10YR 5/3-5/4) silt loam to silty clay loam with weak -to -moderate angular -blocky or weak-platey structure. Mixing of the E/B horizon with the Ap-horizon above and B-horizon below was evident near the transitions, and is likely a result of the ongoing agricultural tillage practices. The observed weak-platey structure diminished with depth and was not observed below 21". The platey soils in the upper horizons do not appear to be naturally occurring. The test area has been farmed as an alfalfa field since 2018. The lack of annual plowing over the last 5 years coupled with the compaction forces of the heavy agricultural equipment involved in modern hay cropping have likely been the primary factor in the formation of the platey soil structure observed in the Ap and E/B horizons. It should be noted that the platey soils were most abundant and Page 6 pronounced along the western edge of the field. This area is along the field "end -rows' which receives more frequent equipment traffic during forage removal. A thorough plowing of the upper 12-14" of soil is very important on this site to re -orient and break-up these platelets to encourage vertical movement of water through the profile. The E/B-horizon gradually transitioned to a 7.5YR 4/4 B-horizon containing a mix of sandy loam and clay loam with weak blocky structure. Starting at around 24-30" soil texture became appreciably weaker and denser as the parent till was encountered. These glacial till -derived parent materials (C-horizon) were slightly lighter than the overlying subsoils (7.5YR 5/4). C-Horizon texture ranged from sandy loam to sandy clay loam with a firm to very firm consistence. Structure in the horizon deteriorated with depth eventually becoming massive and structureless, especially beyond 40". Redoximorphic features were observed in all borings. A few -fine -faint Redoximorphic Features were observed in the dark brown (10YR 3/2-3/3) topsoils of 131 and B2 between 7" and 11". This indicates that where present, Redoximorphic features can be observed in the dark brown topsoils of the Ap-Horizon. The lack of visible Redoximorphic features in the topsoils above 7 inches indicates these soils are not likely saturated for a long enough period for the features to develop. However, it should be noted the possibility that Redoximorphic Features in the upper 7" cannot be entirely dismissed due to the mixing of the horizon through agricultural tillage. However, given the landscape position, slope -shape, and lighter texture in the Ap-horizon, it is unlikely that the horizon is subject to any periods of prolonged saturation. Redoximorphic features were present throughout the subsoil horizons beginning as few -to -common, fine, distinct, and becoming many, medium -to -large, and prominent as depth increased. Redoximorphic features were most abundant and prominent in the massive sand clay loam soils in the C-Horizon, indicating the horizon is strongly contributing to the slowed movement of water through the soil solum. The frequency and intensity of the redoximorphic features were markedly lower in the B-Horizon, indicating that "perching" does take place in the upper horizons, but likely less frequently and for a shorter period of time in the upper portions of the solum. No fill soils were encountered in the test area in the test area. It does not appear that a building has ever been present in the tested area. No standing water or saturated soils were observed in any of the test pits during the observation window. A review of ST Croix County parcel records indicated no soil test or sanitary permit information is available for 2306 CTY RD DD (nearest residence to the west). A soil test conducted on 05/26/1995 by Dale E. Hudson at 2358 CTY RD DD (150 feet east of the test area) was available and indicated similar soil conditions to those observed (see attachment 5). One notable distinction of Mr. Hudson's report compared with the test site is that Mr. Hudson observed a thick silt loam E-Horizon from 4"-19" in all 3 of his borings. Also, no Redoximorphic Features were reported within the A -Horizons. A review of available historical aerial imagery indicates the site has not been farmed in the past. The apparent lack of historical tillage at this site has likely prevented mixing and disturbance of the natural soil horizons and is a good indication of what may have been observed at the subject site before the introduction of agricultural tillage. The USDA Web Soil Survey data indicates portions of the property evaluated by Mr. Hudson are mapped Magnor, Freeon, and Santiago. Page 7 CONCLUSIONS/RECOMMENDATIONS: The site appears to be impacted by a "perched" seasonal water table that is likely caused by the densic sandy loam to sandy clay loam soils in the underlying compacted till. Though Redoximorphic features are observed throughout the subsoil, they were more prevalent and prominent at greater depths indicating the upper horizons are not wet as often and for a shorter period of time. Nowhere on the site was there a clear 4-inch subsoil horizon below the topsoil and therefore the site is all "A+O." Overall, topographic relief (3%), slope -shape (linear -linear), landscape position (shoulder), and soil texture (silt loam) in the topsoil horizons is adequate to encourage water movement downslope and away from the test area. Based on all available information I would conclude, at a minimum, the upper 6 inches of topsoil are not seasonally saturated and have the ability to accept and properly treat wastewater effluent to the standards of SPS 383. To prevent "toe leakage" and encourage effective infiltration into the subsoil strata, a long, narrow mound system should be designed. Given the depth and prevalence of the platey soil structure, the basal area loading rate should also be kept very low to ensure proper effluent infiltration and acceptance. A deep (10"-14") and thorough plowing is essential during the system installation to break up and re -orient the weak platey topsoils that have developed as a result of agricultural compaction. The following design criteria shall be implemented in the proposed mound system design: 1. The mound shall be installed on the 100.00 contour 2. The mound shall be long and narrow. The distribution bed shall not exceed 4.5 feet in width to maintain a linear loading rate at or below 4.5gal/ft/day 3. The basal soil application rate shall not exceed 0.2gpd/ftz 4. The mound should have a minimum 30-inch ASTM-C33 sand -lift 5. Pressure distribution shall be level and orifice density shall be kept at or below <loft'/orifice 6. Mound installation should only occur if soils are dry and friable to prevent smearing of the soil and compaction of the subsurface soil structure. Installation should be avoided during the spring of the year if possible. A deep plow (10"-14") is strongly recommended. 7. The site should be graded to divert surface water away from the mound system and downslope basal area Page 8 ti;;V ATTACHMENT SCC ArcGIS Web Map 6/13/2022, 7:43:08 AM Tax Parcels 0 ZONE AE - FLOODWAY Flood Hazard Areas ZONE X - 0.2 PCT ANNUAL CHANCE FLOOD HAZARD 0 ZONE A ♦+ Base Flood Elevation © ZONEAE 1:9,028 Wetland Areas 0 0.05 0.1 0.2 mi Aquatic bed 0 0.07 0.15 0.3 km Emergent/wet meadow WDNR, SCC Coo. SCC CDD. FEMA, SCC Coo Emergentmet meadow, Aquatic bed vat? 21fr AtCC4S SCC COD I WDNR. SCC Coo I SCC COO um SCC Hi<I"Dept I FEMA. SCC COD I CDD ena NPS I an012021 ATTACHMENT 3 LOCATION SANTIAGO WI+MN Established Series Rev. DJH-DEJ-HFG 02/2006 Soil Data Explorer I Califomia Soil Resource Lab SANTIAGO SERIES The Santiago series consists of well drained soils which are deep to a densic contact. They formed in loess or silty lacustrine deposits and in the underlying dense sandy loam till on ground moraines, disintegration moraines, and end moraines. Permeability is moderate in the silty mantle, slow or moderately slow in the lower part of the solum, and very slow in the substratum. Slope ranges from I to 45 percent. Mean annual precipitation is about 30 inches. Mean annual air temperature is about 42 degrees F. TAXONOMIC CLASS: Coarse -loamy, mixed, superactive, frigid Haplic Glossudalfs TYPICAL PEDON: Santiago silt loam, on a convex, northeast -facing slope of 8 percent, in a cultivated field, at an elevation of about 1,180 feet. (Colors are for moist soil unless otherwise stated.) Ap--O to 10 inches; dark brown (I OYR 3/3) silt loam, light brownish gray (I OYR 6/2) dry; moderate medium granular structure; friable; many fine and few medium roots; 4 percent gravel; slightly acid; abrupt smooth boundary. (6 to 12 inches thick) E/B--10 to 15 inches; about 60 percent brown (10YR 5/3) silt loam (E), very pale brown (10YR 7/3) dry; weak medium platy structure parting to moderate very fine subangular blocky; friable; extends as tongues into or surrounds remnants of dark yellowish brown (I OYR 4/4) silt loam (13t); moderate very fine subangular blocky structure; friable; common faint dark yellowish brown (I OYR 3/4) clay films on faces of peds; common fine and medium roots; I percent gravel; moderately acid; clear smooth boundary. B/E--15 to 23 inches; about 70 percent dark yellowish brown (10YR 4/4) silt loam (13t); moderate very fine subangular blocky structure; friable; common faint dark yellowish brown (l OYR 3/4) clay films on faces of peds; penetrated by tongues of brown (I OYR 5/3) silt loam (E), very pale brown (I OYR 7/3) dry; weak medium platy structure parting moderate very fine subangular blocky; friable; common fine and few medium roots; I percent gravel; very strongly acid; abrupt wavy boundary. (Glossic horizon ranges from 5 to 20 inches thick.) 2Bt1--23 to 36 inches; dark brown (7.5YR 3/4) gravelly sandy loam; moderate fine prismatic structure tending to part along horizontal cleavage planes to weak medium plates inherited from the parent material; firm; common fine roots; common faint dark brown (7.5YR 3/3) and few distinct reddish brown (5YR 4/4) clay films on all faces of peds; few prominent brown (I OYR 5/3) silt coats on vertical faces of peds; 14 percent gravel and about 1 percent cobbles; slightly brittle; strongly acid; abrupt wavy boundary. 2Bt2--36 to 49 inches; dark brown (7.5YR 3/4) fine sandy loam; moderate fine prismatic structure tending to part along horizontal cleavage planes to weak medium plates inherited from the parent material; firm; few fine roots; many faint dark brown (7.5YR 3/3) clay films on all faces of peds; very few prominent brown (10YR 5/3) silt coats on vertical faces of peds; 1 l percent gravel and about l percent cobbles; slightly brittle; strongly acid; gradual wavy boundary. (Combined thickness of the 213t horizon ranges from 8 to 30 inches.) 2BCd1-49 to 69 inches; dark reddish brown (5YR 3/4) sandy loam; weak very coarse prismatic structure tending to part along horizontal cleavage planes to weak medium plates inherited from the parent material; firm; few fine roots; few faint dark reddish brown (5YR 3/3) clay films on top faces of peds; 9 percent gravel and about 1 percent cobbles; moderately acid; gradual wavy boundary. Page 11 htlps://r-asoilresource.lawr.ucdavis.edu/sde/?series=santiago 114 820/2021 Soil Data Explorer I CalHomia Soil Resource Lab 2BCd2- b�l'toiY MEN, nark reddish brown (5YR 3/4) sandy loam; weak extremely coarse prismatic structure tending to part along horizontal cleavage planes to weak medium plates inherited from the parent material; firm; few fine roots; few distinct dark reddish brown (5YR 3/3) clay films on top faces of peds; 7 percent gravel and about I percent cobbles; few sandstone channers; moderately acid; gradual wavy boundary. (Combined thickness of the 2BCd horizon ranges from 0 to 70 inches.) 2Cd--87 to 102 inches; reddish brown (5YR 4/4) sandy loam; tending to part along horizontal cleavage planes to weak medium plates; firm; dense and compact; 9 percent gravel and about l percent cobbles; slightly acid. TYPE LOCATION: Barron County, Wisconsin; about 2 miles east and 1.5 miles south of Reeve; located about 1,840 feet south and 2,040 feet east of the northwest comer of section 34, T. 32 N., R. 14 W.; USGS Connorsville topographic quadrangle; lat. 45 degrees 13 minutes 09 seconds N. and long. 92 degrees 05 minutes 12 seconds W., NAD 83. RANGE IN CHARACTERISTICS: Thickness of the silty mantle ranges from 12 to 36 inches. Depth to the base of the argillic horizon and to densic contact ranges from 40 to 60 inches. Content of clay averages from 7 to 17 percent in the particle -size control section and the content of fine sand or coarser averages 15 to 70 percent. The base saturation (by sum of cations) is less than 60 percent in some part of the argillic horizon. Volume of gravel ranges from 0 to 10 percent in the silty mantle and from 5 to 35 percent in the till. Volume of cobbles ranges from 0 to 3 percent in the silty mantle and from 0 to 5 percent in the till. Volume of stones ranges from 0 to 1 percent in the silty mantle and from 0 to 3 percent in the till. Surface stones have coverage ranging from 0 to 3 percent. Reaction ranges from extremely acid to slightly acid in the solum, except it ranges to neutral in the Ap horizon where the soil is limed. Reaction ranges from strongly acid to neutral in the substratum. The Ap horizon has hue of 7.5YR or 1 OYR, value of 3 or 4, and chroma of 1 to 3. Dry value is greater than 5.5. Uncultivated pedons have an A horizon, 1 to 4 inches thick, with hue of 7.5YR or I OYR, value of 2 or 3, and chroma of l or 2. Texture is silt loam. Some pedons have an E horizon with hue of 7.5YR or 1 OYR, value of 4 to 6, and chroma of 2 or 3. Colors of 4/3 or 5/3 have value dry of 7 or more. The E horizon is silt loam or silt. Some pedons have a Bw horizon with hue of 7.5YR or I OYR, value of 3 to 5, and chroma of 4. It is silt loam. Bw horizons with spodic color have less than 0.6 percent organic carbon. Santiago soils have a glossic horizon. Horizonation has a wide range depending on the thickness of the silty mantle and the degree to which eluviation has occurred. Therefore, there can be EB, B/E, 2EB, or 2B/E horizons singly or in combination. The E part of the EB or B/E horizon has color and texture like the E horizon described above. The Bt part has hue of 7.5YR or I OYR, value of 3 to 5, and chroma of 4 to 6. Some pedons have a Bt horizon with color and texture like the Bt part described above. The 2E part of the 2EB or 2B/E horizon has hue of 5YR, 7.5YR, or I OYR, value of 4 to 6 and chroma of 2 or 3. Colors of 4/3 or 5/3 have value dry of 7 or more. The 2E part is typically sandy loam, fine sandy loam, loam, or their gravelly analogs, but in some pedons it is loamy sand or gravelly loamy sand. The 2Bt part has color and texture like the 213t horizon described below. The 213t horizon has hue of 2.5YR, 5YR, or 7.5YR, value of 3 to 5 and chroma of 4 to 6. It is typically sandy loam, fine sandy loam, loam, or their gravelly analogs. The bulk density ranges from 1.65 to 1.90 gm/cc. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. The 2BCd horizon has hue of 2.5YR, 5YR, or 7.5YR, value of 3 to 5 and chroma of 4 to 6. It is typically sandy loam, fine sandy loam, or their gravelly analogs. Bulk density ranges from 1.8 to 2.0 gm/cc. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. Page 12 https://casoilresource.lawn.ucdavis.edu/sdensedw-sanbago 2/4 ATTACHMENT 4 Soil Map --St. Croix County, Wisconsin ; k bP ti P 4g 7is, N FP 7 1' N 5® 5� SSW 5&31D 5m= �afrtl 3 b z MapSare:1:3000rPrommatce(u as•)Shmt � Mmes N 0 O !A ,a) 210 Ao ,m 2m +0D am MW Oros^: Web Mew Cmmer0001dtlad°S: MK684 Edge da: LITM 7nre 194 NC£84 Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey xn+u mm,� 1 49.7ISN 6PSW22 Page 1 of 3 49. 7 1' N ATTACHMENT 4 Soil Map —St. Croix County, Wisconsin Map Unit Legend Map Unit Symbol I Map Unit Name AdA Capitola muck, 0 to 2 percent - - - slopes, very stony AmC2 Amery loam, 610 12 percent slopes, eroded FnB Freeon silt loam, 2 to 6 percent slopes MaB Magnor silt loam, 0 to 4 percent slopes Sa8 Santiago silt loam, 2 to 6 _ _ Totals for Area of Interest percent slopes Ibq� Natural Resources i Conservation Service Acres In AOI Web Soil Survey National Cooperative Soil Survey 0.2 - -- 3.2 0.6 0.0 33.5 37.6 Percent of AOI 6/13/2022 Page 3 of 3 Page 14 UDILHR AEH4MENT 5 in accord with ILHR 89.05. Wis. Adm. Code COUNTY v St. Attach complete site plan on paper rwl leothan in si=a. Plan must include, but not limited to vertical and horizontal refer( r t' %of slope, scale orPAACELt'O'>tdimensioned, north arrow, and location ,nearesAPPLICANT INFORMATION-PLEASALL IJU BIIA REVIEWED BY DATE 4. �l PROPERTYOANER Zrart✓lC fans-Gff A ,F ROPERTYLOCATION ,{� .LOT SGJ tN S� IN,S33T 30 .N.R /6 I(o� NHS MAILING ADDRESS PROPER ,9�� � I BLOC i SUBD. NUX OR CSM s �(3N A WA CITY, STATE ZIP C WEER r❑CRY OVILLAGE ®TOWN NEAREST ROAD () New Construction Use Residential / Num 3 Replaoement j Public or commercial describe Code derived daily flow y50 go Remrnmended design loading rate • Z bed. gpolh2 •3 trwch. 9Pd19 Absorption area required 3 7 5 bed.112 3 75 trench, n2 Marimtan design loading rate bed, gpd/ t2 trench. qW9 Reoomawded Infiltration surface elevation(s) If (as referred to site plan benchmark) _ Additional design / site considerations pe ^moo i+J m C�G� G rG� So.ti� •+no% r SE_M Parent material si H jr-jrm e n7' Flood plains elevation, if applicable NA n S . Suitable V system U= Unsuitable fa system I cowENTKxuL ❑ S ,®U VOJN0 j$ S O U NG11"OPRESSLIRE El R U ATGRADE ❑ S R U I SYSTEM INLILI O S XI( HOLDING TANK ❑ S U Boring p Ground elev. /oe�q n. Dept to imiting factory 1— Boring A' Ground elev. 99,49 n. Oeplh to smiling lacla .20' SOIL DESCRIPTIOII REPORT Horizo Depth in. Dominant Color Munsell Mottles Qu. Sz. ConL Color Texture Structure Gr. Sz. Sh. Cons�noe �� Roots GPD/It Bed Trand / 0-5 /oYR 3Z Nonc sr'� .ten _tn GS �g •5 •6 Z 5- It? /DYR51-3 Alonc 5;1 .ZFvS Mr 13.,n•5 ,•6 3 `f 19-7-9 z9-31, SYR `��`� 5Yk 16 I C •S RS�6' s/ czol 7.5 s/& SC/ rrJ _ /•'� i Cw 3'F 1 •3 Z 1,3 Al I— Remarks: - - i 0-� /OY1C ;�Z Si � //� ,2,"$k M 3 •5 I • is Z �I k•.ZO AID A9-YX 13 No/1G czol 7.5YR sI/ sr, 7 zmr ic5� �` mtr / C, Mt. 3 s{' Z-� es • 3 •2- '4 M 3 .20-27 5yA y y y 27-38 SYR y� Qol7.5YXV1, II Remarks: MTNune —Raise Print �a /G �i / Phone 7/s- 6Sy-337S Address_-- SiBmWra r-� - --�— Oale-- CS Number �/p4 �, iJ�ol o-✓� i ------ -5-44 - ?5 Page 1341 )3 Boring # X ffwM 13 H MMMIA Ground elev. 99, 5cn. Depth 10 uniting Lactor le Boring N 0 Ground elev. n. Depth to liffiling lacto( Boring # Ground elev. n. Depth to lirnifing laclor Boring N VIM Ground elev. n. Depth to Wiling facto, Depth A EiNT Dominant Color 5 Munsen Mottles ou. sz. Conti. Color Texture Structure Gr. Sz, Sit. Consislencte Barbary Roots tiecl tTrcn y zz -My 07C -icd Zro-z-51,1K rn4r CS 3 to 4 /'0 Y3 YX cw 3 f-25 yyg Ally C Z d 7-5 YX VI cw 3F -3 02d 7-00 5d A s L"K )v A, Z-P z 1-3 Remarks: nemarks- Remarks: Remarks: Page 16 QwnCr: -Duo, e- 9"SSGtt 12 AC"'LS z 358 ctY. Rd. :Z)ZD Sec. 33 7/5-b8y- 2 2 2 Z Ba... D sr� n „d _ cry, Ra• DD ,Km T3om R /6w Z 4 cn NO. 3 �rou /1 L7 �I !)&& MP G�Z9 C5T 31/�3 s-L6-9S BM /oo0o Est- /00•14? v csz — 83- 99. 56" 82 :' L 4. 63 -stele- / yo" of I r ❑ IJc 11 D�Tl tee Exi st: n1 8sf11lol /o SI 01.ni 13 pGnC/+ /,1p� 11 Cry , -D-D Page 17 G 5-F- 21022 - 13q Wisconsin De[fiffiervices f Mira � a e vices Q Pry of 2 Ir Division of Ind� y� Li s ? JUN 21ZQ22SOIL EVAL ATION REPORT _p`2 t MO5'In ac ordance with SPS 385. Wis. AdmCode ounty Attach com lete soo ST Croix P papeonoClsgett�an 8 i/2 11 riches n size Plan mull include.bul not limited to:r3W0QtZM4Ir@f@[fifip9 t i (BM), direction and percent slope. Parcel LD scale or dimensions, no ance to nearest road 010-1081-30.000 Please print all information. ReVI i D^ pate, Personal Information you provide may be used for seconds ur oses Pnvac Law, s 15 04 1 m Property Owner Property Location: Joe d Mary Holle (Buyers) Govt Lot SE G SW Y. S 33 T 30 N R 16 W Property Address Lot # Block # Subd Name or GSM# 2328 CTY RD DID City Stale Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Baldwin WI 54002 1 1 Emerald CTY RD DD ❑ New Construction Use.❑l Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD 0 Replacement ❑ Public or commercial - Describe _ Parent material Loamy drift and/or loess over loamy till (Santiago sit) Floodplain elevation if applicable NA ft. General comments and recommendations restores a all A•g' and wdable for holding tank. Test area is good candidate for sod saWretion determination (Interpretive Determmatlon Report). LF = 0' (Radoxpmorphrc features) Boring # ❑ Boring ❑X Pit Ground surface elev 100.00 it Depth to limiting factor o�in cna ennl lirnh^n Refn Horizon Depth In Dominant Color Munsell Redox Description Du. Az. Cont. Color Texture Structure Gr Sz Sh Consistence Boundary Roots GPD/Ft' •Eff#1 'Eff#2 1 0-10 1 OYR 3/2 sil 2fsbk mfr gs 2f-vf 0.6 0.8 2 10-15 1OYR 312 f1f 5YR 4/6 sit lfabk-lfpl mfr cs 1f-vf 0.4c 0.6 3 15-21 10YR 5/3 c2d 7.5YR 4/6 A 1OYR 5/1 sit lmpl mfr gs if-vf 0.4c 0.6 4 21-29 10YR5/4 m2d75YR 416810YR512 Sid lmabk mfI gs 1f-vf 0.4c 0.6 5 29-44 7.5YR 5/4 m2p 5YR 5/8 8 7 5YR 5/1 sl-sd Om mfi-mvfi 0.0 0.0 (A'O") Boring # ❑ Boring 2❑ Pit Ground surface elev 98.95 it. Depth to limiting factor 0 in Snd Gnnlrrofinn Rota Horizon Depth In Dominant Color Munsell Redox Description Ou. Az Cont Color Texture Structure Gr Sz Sh. Consistence Boundary Roots GPD/FI= 'Etf#1 'Eff#2 1 0-7 1OYR 3/3 sit 1f-msbk mfr gs 2f-vf 0.4c 0.6 2 7-11 1OYR 3/3 sit 1fpl mfr cs 2f-vf 0.4c 0.6 3 11-17 1 OYR 5/4 f2d 7.5YR 5/8 8 10YR fill sit 1 mabk-lmpl mfr gs 1f-Vf 0.4c 0.6 4 17-24 7.5YR 5/4 c2d 7.5YR 518 a 10YR Sri I-cl 1 msbk mfr-mfi gs 1vf 0.2 0.3 5 24-47 5YR 414 c1d 7 5YR 518 8 7 5YR 511 sl-scl 1 cabk-Om mfi 0.0 0.0 CST Name (Please Print) Signature CST Number Ryan Bechel269 1330832 Address Date Evalualli6A Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 0512422 (651) 327-0074 uor�-000v tnv.r �o/ 24 ❑3 Boring # ❑ Boring. 100.00 ❑R Pit Ground surface etev It. Depth to limiting factor 0 in C..:I AnnlinMiM G�In Horizon Depth In Dominant Color Munsell Redox Description Ou Az. Cont. Color Texture Structure Gr Sz Sh Consistence Boundary Roots GPDlFt' •Eff#1 Eff#2 1 0-8 10YR 313 sil 2f-msbk mfr gs 2f-vf 0.6 0.8 2 8-12 10YR 313 sit 1 msbk-1 mpl mfr cs 1f-vf 0.4c 0.6 3 12-18 10YR 514 11d 1 OYR 416 & IOYR 612 sit 2fabk mfr gs 1vf 0.6 0.8 4 18-30 7.5YR 4l4 r2d 7-5YR W a 7.5YR 611 s1 1 cabk I mfr-mfi gs 1 of 0.4 0.7 5 30-44 7.5YR 514 c1d 7-5YR 4I6 & 7.5YR 5l2 sl-sd 1 csbk-Om mfr-mfi 0.0 0.0 (A+O") 141 I Boring # ❑ Boring ❑ Pit Ground surface elev It Depth to limiting factor _ in. Gil AnMil.fiM Rala Horizon Depth Dominant Color Munsell Redox Description Ou Az Cont Color Texture Structure Gr. Sz Sh Consistence Boundary Roots •Eff#2 tGPID/FtIn Boring # ❑ Boring ❑ Pit Ground surface elev. fl. Depth to limiting factor _ in. c.A Ann1-41M orate Horizon Depth In Dominant Color Munsell Redox Description Ou Az. Cont. Color Texture Structure Gr Sz Sh Consistence Boundary Roots GPDIFt' •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 ❑ Boring. .. Boring # ❑� Pit _ Ground surface elev. 100.00 ft. Depth to limiting factor 0 in. Cnil ennlirefinn Gefn Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eft#1 'Eff#2 1 0-8 10YR 3/3 sit 2f-msbk mfr gs 2f-vF 0.6 0.8 2 8-12 10YR3/3 sil lmsbk-lmpl mfr cs If-vf 0.4c 0.6 3 12-18 10YR 5/4 f1d 10YR 416 a 10YR 62 sit 2febk mfr 95 1vf 0.6 0.8 4 18-30 7.5YR 414 2d 7.5YR 5/8 6 7.5YR 6/1 sl 1 cabk mfr-mfi gs 1 of 0.4 0.7 5 30-44 7.SYR514 c1d7.5YR41667.5YR5/2 sl-sd lcsbk-Om mfr-mfi 0.0 0.0 (A+0") ❑4 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Snil ennlir.finn Rnfo Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eif#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Snil ennlirofim R.fu Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Flz 'Eff#1 I "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 > 30 5 150 mg/L Designer: Ryon Bechd Certified Sol Tester. 1330832 Dedgner of Engineering Syetemte D 2263-7 1`. I i I I I I I I I I I I I I I I I I 1 I I — Ii�- I___ I � ADVANCED Existing BM2 = 99.65 I system Top of concrete I patio at NE corner I — rt - — — — 1 House grade z99.35 i I Well BM1 =/100.00 Top nail in W"Pine tree (11" above grade) I I I I I I ' N I I I I I I I I I I I I I i Lawn edge �I I �� i ad: Tbb galarn tea boar, dsdprd and wduobd In oomtav seh glob and Local oadr. 'All property lines rot Benchmark drawn are >100R from system $ Sod Boring -------------------- Field Divide I I\ \ i \ I � � \ 140 \ to east P.L. r s t� ±725' \ I I I I I The aN be* rre areo mist I to south P.L./ in W el-CTYRD DD C/L N Septic Tank: -Easing system :o be a6a+doned per SPS 38333 Tell Bree rs alA-0'9nd silahle leer telhylew Teo area a 9M canoi le b SW sel"M deternnaem PNerprewe Delmmmon Repon) Depli to resMw = T (tedmmorplc leaares) Slope = 31f Dixlribuaun: LOCATION MAP (rsal to =do) SITE CT'! RD DD w PREPARED FOR: Joe & Mary Holle 2328 CTy RD DD Baldwin, Wit 54002 SCAL1 pID: 010-1081-30-1100 40.0 Acres Legal: SE 1/4 SW 1/4 20' S33 T30N R18W 0' 40' Town of Emerald vabobed frmn dWebares anrVa aarrpedlm b 1, ad etler carsbueeari kale: 1" = 40' Date: 5/24/22 e tim far Meersmum an oraoo cars and me nsi I -4 i �- J47 Lqrc� 10 Parcel #: 010-1081-30-000 Valid as of 07/14/2022 01:50 PM Alt. Parcel #: 33.30.16.492 Owner and Mailing Address: STEVEN D & JANET M HOLLE 2328 CTY RD DD BALDWIN WI54002 Districts: Dist# Description _ 0231 SCH D BALDWIN-WDVILLE 1700 JNORTHWOODTECH a020 1 UPPER WILLOW REHAB DIST Abbreviated Acres: 40.000 Description: SEC 33 T30N R16W 40A SE SW TOWN OF EMERALD ST. CROIX COUNTY, WISCONSIN Co-Owner(s): Physical Property Address(es): * 2328 CTY RD DD Parcel History: Date Doc # Vol/Page Type OS/13/2014 1995900/ EZ-U 07/23/1997 1081/314 WD 07/23/1997 1093/084 QC 07/23/1997 1 606/588 LC more... Plat Tract (S-T-R 40% 160% GL) Block/Condo Bldg * N/A -NOT AVAILABLE 33-30N-16W 2022 Valuations: Values Last Changed on 04/04/2022 Totals for 2021 .00 2022 Taxes Taxes have not yet been calculated. Key s - Primary ST. CRC) uIVTY SANITARY SYSTEM File At: "1'`"' Office Use Only OWNERSHIP/ADDRESS FORM cnot�dz�zort Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided'as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. OWNER/BUYER INFORMATION T v Mailing Address VJ Z 8 cam., �L 6► . 0 City/State/Zipa- Phone Number (required) .. N_ / - 7 1 9 Email Address (required) '-r* 4. ,A'&Z a `f c 2 O /a Parcel Identification Number o la - d 91 - 3 n (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION(] ,�pjautxwfsys-&m) Property Location-69 1/4 ,:5 4-� Y4 , Sec�� Ted N R 1 b W, Town of Subdivision Plat: Lot # _— Certified Survey Map # 1,9. u.t . Volume . Page # Warranty Deed # 5 I �452 (before 2006)Volume jO8( Page # 3 ►�f Number of bedrooms _ Spec house O yes 0 no Lot lines identifiable & yes O no New Property Address (Staff Initials) (Verification of (Date) OFFICE USE ONLY required from Community Development Department for new construction.) 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 www.sccwiQoov 4060A .Ak•,t-sue„ couNN No. 644727 STAT SANITA�Y HERMIT c2328 CrY PREVIOU�o'NO.END OWNER S7EVE 2TANET PLUMBEIi'WkCft NiLwLmIC.# 2274/0 TOWN OF .& W_ t SEC,T_3P N, R_* T�V AND/(�t LOT aft - PERMIT EXPIRES BLOCK SUBDIVISION CHAPTER 145.135 (4}rWISCONSIN 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 unitary permit Is based on regulations in force on the date of approval. (c) The sanitary permit Is valid and maybe 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 to 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. ISSUING OFFICER - DATE iY UNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (Rl1/20)