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012-1075-80-020
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] Butler TOWN OF ERIN PRAIRIE 1cy.of I9D.0' eSrBw*1-1 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER w CAPACITY Septic LvtS�r 2 Aso qr Dosing Aeratio Holdin TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic 5. SO Qj r4- 3 o r Dosing O / > 10DI Aerati H ng I 7 PUMPISIPHON INFORMATION A�G &yo�0' Manufacturer JoVe�?Wn%lkModel Number OS TDH Lift Fr cliPn Loss System Head TDH Ft 1 , (O 17 r Forcemain Length ' Dia. It Dist. to Well> r � z eo L ABSORPTION SYSTEM P;.C.rM Width r Length I ENSIONS q S `1 9- Of System DISTRIBUTION SYSTEM snu rnv1=R P/L I D L aip I WELL STATION BS HI FS ELEV. enchmark Q ^-� ��jj o(• TIC oZ I �'� It. BM Bldg. Sewer M# 1 r{.qa 1 . s off, r SUHt Inlet •Z ZL � � S ys St/HI Cutlet oS,t� Dl Inlet f Dt Bottom IZ Header/Man. Dist. Pipe } /�3.3zI t. System 3•2- 102. S 2/ I I Grade n tMr.1 `mil. l,.it o • 12- _0 St Cover ( �+ I16D•0 0�. a•� Z.ELL, jv3.2S r'A Vr `1•42--(IIZ,(0f') t'S•Zs - CHAMBER UNIT M .- CO434-AA4X r n t r r r r x Hole Size x Hole Spacing (r� 2. r r Dia Spacing Z 3. foo u...,..a A, AIJ1,.A. S..afnme nnly Depth Over Depth Over xx Depth of n Seeded/Sodded xx Mulched Bedrrrench Center Bedfrrench Edges Topsoil U Yes [•`,' No [as] Yes [is] No COMMENTS: (Include code discrepencies. persons pre er t, etc.) InspectioSnbfl: l O/Z•! 2 Dli Inspection #2: t V12 f WZZ Location: 1256 HWY 63 4) iaZ4-tC �c1! / j �frF•$ rLA� 1.) Alt BM Description 2.) Bldg sewer length = \C&VAr-s 31 timot p uvlcover S ea,, 5 rr � • s — � �e-rya® �' I Dc.kKdC . / rrr�ouA.s b� c.�'n'°°Q t %`�- Plan revision Required? _; Yes X No Use other side for additional information. Date Insepctor's Signature Cart. No. S D-6710 (R.3l97) y � ed e-f� evw L FVT anssss�__ I lil SAN-ada�— �Qq t i 1 2022 Department of Safety SEP 2 County st croix & ProfessioWl Services, ' st. Croix county Industry Services iv' ' n S�titary Permit Number (to be filled m by Co,) ( 5-41r- ",....ommunity Development i 7 Sanitary Permit Application Stale Transaction Number R(nS—p uol9 -c M° In accordance with SPS 383 21(2). Wis Adm Code, submission or this form to the approp ate governmental wit BOtT Z •� is required prior to obtaining a sanitary permit Note Application forms for state-owned POWTS are submitted to Project Address (if different than mailffkaddre the Department of Safety and Professional Services Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s 15 04(1 Nm), Slats I. Appliation Information —Please Print AN Information Property Owner's Name Parcefoil DAVID BUTLER 012-1075-80-020 Property Owner's Mailing Address Property Location 1256 HWY 63 Govt [,or City, Slate lip Code Phone Number BALDWIN WI 002 S E NE ,, section 36 T 30 N R 17 E or WX II. Type of Buiklin= (cheek all that apply) Lots 0 1 or 2 Family Dwelling - Number of Bedrooms 4 Subdivision Name O Public/Commercial - Describe Use — Block q ❑ city or O State Owned -Describe Use O Village of CSM Number 2 s- / 1 e roe,,, of ERIN PRAIRE D&t : 10 Ill. Type of POWTS Pe Chcck either "New" or "Replacement" and other applicable on Use A. Cheek one box on line & Complete Yee C a icable A ❑ New System eg Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B' ❑ HoldingTank ❑ In -Ground ❑ At -Grade ®Mound L 2- Indmdual Sne Desi gn IoOther Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owncr List Previous Permit Number and Date Issued Expiration rI A r IV. Disperwalfrreartment Area and Tank Information: t Design Flo",(gpd) Design Sal Appl ation Ratc(gpd/st) Dispersal Area gguired ( Dispersal Area d (sn System Elevation ��Z, 600 .2 j•a 3000 11°M 3015 603(100 Capacity in Tout q of Manufactur o Tank Information Gallons Gallons Units f )< `�� �O ol%� L New rant, Fxlsn Tanke os l ,J ! Septic or Holding Tank 125L 1 WIESER X Dosing Climber 1 750 WIESER V. Raponsi MY Statement- 4 the atrdersiped, anew respondli ty for imtalladoo of the POW17S shown on the otbehed plans. Plumber's Name (Print) Plumber's Signat MP/MPRS Number Business Phone Number PAUL R KOEHLER iQ�: 225410 715-246-2660 Plumber's Address (Street, City, State, Zip ('ode) 321 wisconson drive new richmond wi VI. Coonly/Mitiornintiot Use Omly Approved ❑ Disapproved Permit Fee s (07,— Date Issued 91 q�2oa Issuin Agent Signature ire n for Denial Conditions Approv esenrfer Bisappnrcal LI J t � " /T �Utn /S ✓1 s 1 +t 4/Pff S EM OWNER: C Septic tank, effluent filter and dispersal cell r{ h lmr_tc / as per ��„r„(� must be serviced maintained vt1✓S 4-- p� J p d�Q S �/} �Pvt,. nc�,1,y CKccn(r management plan provided by plumber. �! L may/�ff 1 All setback requirements must be maintained (t `row ii�v e� S'r2 • Attach m Complete ptam For the lystens n hami io the ('nasty oaly %paper not lea, tbaa a 1/2 a 11Zc6 e 12. I I SBD-6398 (R. 03/22) 6 r S LP_ d-4 FAA— 0 1 uSIOW10 . Kysn Beanel C9 2022 Advanced Certified Sol Tester. 1330832 Envirwtrraerftal UC. Designer of Engineering Systems: D 2263-7 All its rewyved SCALE 20' 0' .0' ,I/e- — tees+j — + 4-/ �w Cb w 0 egADVANCED 'ANLire are >1� f�, c �^^� 1 Septic Tank: SYSTEM NOTES ENVIRONMENTAL System � $oe Barino Ify -Wlew 1250 gallon willo-affq~ W* d v I I I I I I I I I I -Ehq'ism 4 abve W grave #lore tank as Mmssary. marten d s pacts r` ?d viols- 25 filer e/ alarm r} III III III III I -Do not Mule dearwalorsaeasinbsepkbnk \ I -Enspng systems to be gaxr wt per SPS 383 33 � + \ I III III III III + OPE FIEL Pump Took: + i III III �� I *%w 7% gdm sn*wVabanttaa 1� \ OutletIII=a-3Wm@13TDH twzuar mentm A reloads + (S -4-• 4eG4Aab pwM Hi*n Loa ad TDH aft reW ----- I I I I {wEmnw.fineWIN, nsaxmeoerrecwwwma \ + +-1--1- -- I �, Sail Treatmtaa Am: \ + Existing Existing-13fa1.9ASFep*WW4(Ae8) g IMSOM Ml, - ca lma manMar stem #2 Existing \ YARD system # 1 �1 30 ASTM C-n sand m (o; drainage : •.-I cut MRrosmmbpwM: wdd eggq -I Abe were a wplm am and w'" *QMF Swale p,o. aiaarpfon Saab \` LP C- ` J iI-DwsuHavewataa �Mmtem Tank , , I FlublzlStkarabpe aOalpem a km amgsam cmducim ±190' 4" �, f80' 4" SCh 40 PVC / / SEE SOIL IINTE�E V RPRE DETERMNATION REPORT f sch 40 PVC Shed (deanout required �1 Upsbleam Of f Dbtrfeeliow wye in 14) wi6G faglt'orpKh toam itanb ab daerousoa L »� Boar br praecson 'w � Astral by Whala=103." �,� ,(� T7:f . ` . \ -1 Iletla, Raded nMeat j• oreced @ 3.6 ;aft/ �:;(\ `O� Aned Bert floatse&W per design t75' 4" __ sch 40 PVC �\ O \ j�� sw�l e \ \ -p / Wieser 1250 gal \ \ v �. A ,� ) IIImf _Home \ \ \\�a \ / t ELE 5. \ \\ \ \\ \� sheds BM1 Top nail in \ \ BM2 = 100.0� Top 1" PVC pip House grade zz 11 B.S. Outlet -1 107.1( aMlelae alaerw * ■at talon ar lk a a / gOUND RV ±25' 2" sch 40 PVC Wieser 750gal pump tank B1 102.30 ►�o I� 1 YARD ed1 r� l 1 r id eadlatd ti aeoseaMo Inter .aRLR eIM taeel oodra tl heeaarl(/ns tort Lenin Reroted awn sabeauln /er oorreaean aa. Doll a11M rally �dlao 4M 10 MJNO M atcBaemay neat 110 INMn OM& 'o wwwwwwwt law far edemmem a Falter ,g, end I lcdrow wa LOCATION MAP (not to ecdo) 130TH AVE I r*1 SITE LA Z) PREPARED FOR: DaM &der 1256 LOS HWY 63 Baldwin, WI 54002 PID: 012-1075-WO20 6.34 Aaes Legal: lot 02 CS&A 25-6481 SE 1/4 NE 1/4 S36 T30N R17W Town of Erin Prairie Soak: 1' . 40' Date: 8/8M August 19, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-08-19 Plan Review: PWTS-082201957-C RYAN BECHEL 779 Spring Creek Road Red Wing MN 55066 SITE: David Butler 1256 US Highway 63 St. Croix County Town of Erin Prairie SE Y.-NE'/.-S36—T30N—R17W FOR: DIVISION OF INDUSTRY SERVICES 10611 N RANCH RD HAYWARD WI 548436462 CWftd Though RWw htlpJAlps.wl. WIswMYI.ppv Tony Evws - Govmum 11 w G1w.EoonWy CONDMONALLP APPROVED DEFT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE co PONDENCE Description: Mound Component Manual for POWTS — Ver. 4 Bedroom Mound — 600 GPD — 2.1(May 2022-2027) Replacement - 6" to limiting factor — Pressure Distribution Component Manual for Effluent Filter - Maintenance required POWTS — Ver. 2.1(May 2022-2027) 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-082200092-SSD — especially note to place 6" of sand prior to plowing and upslope drainage shall be installed. The building sewer shall be Installed/insulated per SPS 382.30(11)(c). Cleanouts shall be installed per SPS 382.35. They are required within 5' of where the building drain and building sewer conned, immediately upstream of the Private Interceptor Main and not more than 100' apart along the building sewer. Frost sleeves shall be provided and the caps shall be watertight and of sufficient strength to sustain the weight of anticipated traffic. 0 All electrical equipment and wiring shall meet SPS 316.300(1)(a) and Table 3 of the Pressure Distribution Component Manual. There shall be no more than 3% voltage drop in the wiring to the pump per the National Electric Code. • 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. • All piping and components shall be protected from freezing per SPS 383.43(8)(c). • 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. ff 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 is required. • 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, CeCe (Elizabeth) Rudnicki Wastewater Spec ialist/POWTS Plan Reviewer, Division of Industry Services (608)400-3186 elizabeth.rudnicki@wisconsin.gov 07 ADVANCED ENVIRONMENTAL Property Owner/Client: David Butler PIN: 012-1075-80-020 Site Address: 1256 US HWY 63, Baldwin, WI 54002 FLOW.• INDEX Pg. 2 SITE PLAN Pg. 3 SOIL DISPERSAL COMPONENT Pg. 4 EFFLUENT DISTRIBUTION LATERALS Pg. 5 SEPTIC TANK SPECIFICATIONS Pg 6 PUMP TANK SPECIFICATIONS Pg. 7 DOSING AND PUMP SELECTION Pg 8 MANAGEMENT PLAN Pg. 9 MANAGEMENT PLAN County: ST Croix Pg. 10 FILTER MAINTENANCE Pgs. 11-13 SOIL TEST Pp. 14-36 SOIL IDR REPORT DESIGN PARAMETERS Wastewater Type: Residential Estimated Wastewater Flow: 400 gpd SOIL & SITE EVALUATION.• Design Flow: 600 gpd POWTS Type: Mound Limiting Condition Depth: 6" Maximum System Depth: Above Grade Contour Elevation: 100.00' Limiting Condition Elev: 99.50' Land Slope: 5% CONDITMONALLP APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE COKKESPONDENCE # Bedrooms (residential): 4 # 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 4BR home. No home business. No sewage ejector/grinder pump See Soil Interpretive Determination report for installation requirements/conditions. SIGNED: '_ 8/9/2022 ADVANCED E01RONMENTAL LLC 779 Spring Creek RD S, Red Wing, MN 55066 (651) 327-0074 0%5 C111 0 DNS''''%,,�� RYAN G. BECHEL D-2263-7 RED WING MN O fS I G Vk "urnnnu�u�"`� Dealgner Rym Be" 0 2022 Advanced � A DVA N C E D 'a property lines not Benchmark NOTES Certified Soa Tests: 1,UW2 ErtvlrDnmental LLC. Q Benchmark n�,.. of Engineering S ��// system >tooft from ��•y..• 9 Q yE1fI1S D 2263-7 AH /i�l�G MS2N2d. ENV] R O N MENTAL °��,n � Boring �eDt1e T.nlc: -Weser 1250 gallon sigh-minpatnent tank SCALE 1'c%% a risers P above W grade f:s'^ v I I I I I I I I I I Ark1g above tank as necessary merman at segmts 0' 20 3 40' j IIIIfiker Walston S dear WaW wces nto septic tank + I -Existing systems to be abmMoned per SPS 383.33 a / GF EN r" i \ II III III III III v �NppRY -' + I 0 E FIEL Pump Tank: ,�r� �:ut '�k + Ii J Ciiii "� Outlet IIII III III III III-RMneaa•a9gipm@13w ---------- — 1 as neoeuel; mran a aet6acls A.calpLm pwg Rldai Loss snd rDN aea kWal -Exe t mane. lone meter, ° waW meee remm°r&d i t25' 2° \ + + i `, Sail Treatment Area: I ::: j SCh 40 PVC \ + `, Existing Existing 4K4!xsz ma di armo;Rx system #1 system #2 \ . .10250alen ebrate on 100.W mrmr Wieser 750gal j ;,� Existing YARD `, y-XASTMC-33saw ill (D) seas � � I pump tank `ti;;: drainage 1` �,���� % 11 1CNM Swale 1`� Tank f, LP aw s�rdaummwb.as a mYmiRs�m Bl ;; n `1 Auled 115' ' sbpe aboorplon area torn compaction 1 �epn PRiamsgicfeakm) \f 190' 4" f 80' 4" sch 40 PVC f -SEE spL i TeNoE1EwrNATtoN REPORT OM I „ .................... ,,,";;;;; sch 40 PVC Shed (cleanout required """,� 4 :,, t upstream of \ DktrdkeW.: ,." �I `' ` {q ss ferq f � la kO Pvc ktrak elk eiemot iwm 1� wyeintercept) �\ wlNoboxesbraemcw 1 _ d.altnl lop ekvakmn=103.17 .1 t header, owlerliad edr willote ®3SgwlJ1 V• �� �� awwd dose lbll sellinlis \ , \ \�� f O \\ \ • �ay 75' 4" LOCATION MAP crest to eow3 O \ o �� / _ '---sch 40 Pvc 130TH AVE • \\po\ ------____ I e \ � Wieser 1250 gal filter (n I \\ \ \ \ \\ \ \ util Home C ELE 5. \ \ \\\\ sheds l 1 BM 1 PREPARED FOIL - Top nail in r� \ \ \ 1 David Butler BM2 = 100.0� \\ \\ � \ \\ �`. 1 1256USHWY63 To 1" PVC i \ \ \ \\ \ \\\ `� ; BaldvAn, WI 54002 P Pip \ \ \I I PID: 012-1075-80-020 6.MAcres House grade Z 11 \ �\\ \ \\ \ \ YARD I Legal: Lot 02 CSM 28-6481 B.S. Outlet - 107.1 \\ \ \\ \ Shed l ; SE 1/4 NE 1/4 \\ \� \\\\ \\� \\ t S35 T30N R17W \ w. ot res.e s6°.rwr t 1ThiseyeWn ro to .. awtgee and aduRled ti amee re eRa 1Me and Iood node. No tl east re ... mrwt mdn Pnkeeled Rom dlak.bara oW/er oen wemr heaatl aner oerwkww. Sale: okle NO 11RIwmy IsNT MNX TITHIS srstEkt � OONNU To ruletw eoEreer y rraet a neYi iwd IIeM . rar bownreeen an end d "i iw ewer 1• . n0 Date: Town of Erin Prokie MOUND DISPERSAL AREA Obs. pipes J ,fir— --�—� —�— — --1 --�1 A 4.5' F 9.5" 1 9.9' B 134.0' G 6.0" K 13.2' D 30.0" H 12.0" L 160.4' E 32.7" 1 18.0' W 32.4' 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: 1/2" - 2-1/2" Aggregate Geotextile Fabric 104.29' 103.13' Topsoil a Seed 102.50' ' t 2 Aggregate .� ASTM C-33 SAND 1 �.` _-Y>.�-. .t•} 'Cc'.i~yrjV[_t `�-. sF�;2'".f{..••:� ., �� 1 (� —s• Plow 6% 8" deep (min.) 100.00, S% prior to placing sand OBSERVATION PIPES Screw -type or slip top cap • y y. Finished Grade W (mulched 8 seeded) 4" SCH 40 PVC pipe Topsoil cover Top of pipe to terminate at or above finished grade (1' minimum) x 6" slots spaced 90° apart Anchoring Device Infiltrative (Toilet flange) surface Page 3 DISTRIBUTION NETWORK SPECIF/CA TONS Pipe Selection Forcemain Diameter: 2" Header Diameter: 1 1/2" Lateral Diameter: 1 1/4" "All pressure piping to be Schedule 40 PVC unless otherwise specified" Lateral Discharge Rate (Orifices Per LateralXOrifice Discharge Rate) Orifices/Lateral 18 X 0.54 gpm Orifice DischargeRate _ --- System Flow Rate (ONfices Per Lateral X # Laterals X Orifice Discharge Rate) Orifices/Lateral 18 X 4 Laterals ------ X _ 0.54 gpm�.Orifice Discharge Rate = Cleanout Detail / " rnnaaea cap a.� one � � b Y s een go- of (2)as5'/ i Orifice Density (Bed Area + Total Number ofOrfflces) _ rage 4 TANK SPECIF/CA TONS • 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 lid to an R-Value of 10 • Minimum 18" of cover required over building sewer; insulate if greater > 30' long and < 42" from grade of 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' • Building sewer: No 90's, keep 3 feet between 45s, maintain 1 inch in 8 feet (1%) slope, install wlttrtl(M cp nD4 bq wNh vpPr•le poop MO YArm dre NNs �� 110.10' 108.90' f CI6611 Ow 107.10, 105.75' //-105.50' 4' �O�GJS MhAnt F616c +/- 80'G 1'-1.6' PVC FWt TIN 102.00' ---� ---Tank-Manufacturer/Model: Wieser- WLP1250-MR ------------------------------------------------------------- Filter Manufacturer/Model: Polylok - PL_525-- Panel Manufacturer/Model: Not Applicable - v !2I8 Y .wN- 4' CAST —A —SEAL WLP1250—MR TANK SPECIFICATIONS DIMENSIONS MALL: 2 1/2' BOTTOM: SEPTIC 3' COVER: 5- MANHOLE: 24' I.D. PRECAST CONCRETE RISER HEIGHT: 52 1/2' O.D. LENGTH: 120 1/1' O.D. IMOTH: 94' O.D. BELOW *&LET: 41. O.D. UOUD LEVEL: 36- VOW:. a.e10 Les INLET AND OUTLET. 4' CAST -A -SEAL BOOT OR EQUAL GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: MISCONSIN, SEE DETAIL 010 (On" STATES SEE CHART) LIQUID CAPACITY: 34.81 GAL/*1 HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 1.323 GALLONS LOADING DESIGN: 8' 0' UNSATURATED SOIL TANK CAN BE USED AS. SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FINER) TANK: MIX DESIGN /1O (STRUCTURAL FIBER) CUSTOMIZED TANK&: FOR CUSTOM TANKS CONTACT REESER CONCRETE FOR APPROVAL AHWHED 6Y: APPIKNµ DATE• PAKUCTS MEEMD 6Y: 1 TANKS ARE OR EXCEED AS1M rage a TANK SPEC/FICA TONS • 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 lid 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 oil high traffic/snowcleared areas (driveways etc.) • If forcemain will have a 'J-Hook' assembly, drill a weep hole In the 'hook• • Building sewer. No 90's, keep 3 feet between 45s, maintain 1 inch in 8 feet (1%) slope, install cleanouts at the building connection and every 100 feet at a minimum watertgN con of bw YnIh r 108.90, 101.50' wpa•at, Pump and ala.m a,cuns OuIck Dlecormwo 105.501 98.83' a PVC pp* across tank E =aag vatbn to PrneN Poe 11.r 1'-1 S' PVC Flat Tree 190 I �Gj ----------�p�+P� ---------------- -- (Pump Ott 95.00, weep Hole 4' Pump Bock Tank Manufacturer/Model: Wieser - WLP750-MR-- _ ——____—____—_�_�_______ ------------------- ------------------------------------------------- -------- —------ ----------------------- Filter Manufacturer/Model: Not Applicable - Panel Manufacturer/Model: SJE Rhombus - Tank Alert 1 C TO MEET OR EXCEED ASTM C-1227 4' CAST -A -SEAL WLP750—MR TANK SPECIFICATIONS DIMENSIONS WALL- 2 1/2• BOTTOM: 3' COVER: 4• MANHOLE: 24'I.D. PRECAST CONCRETE RISER HEIGHT. MT COVER S4' O.D. OUTSIDE DIAMETER: 84' O.D. BELOW NLET: 42' O.D. LIOLXD LEVEL: 3r WEIGHT: 6.150 LBS. INLET AND OUTLET: 4' CAST -A -SEAL BOOT OR EQUAL GASKET. CAST -A -SEAL BOOT OR EQUAL MEET AND OUTLET BAFFLE AND FILTER: WISCONSN, SEE DETAIL /10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 20.2e GAL/IN HOLDING TANK: ACTUAL CAPACITY: M GALLONS OUTLET HOLE PLUGGED, LOADING DESIGN: 6' O' UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN 06 NO FIBF7ItL) TANK: MIX DESIGN /10 STRUC )AL FIBER) CUSTOMIZED TANKS FOR CUSTOM TANKS CONTACT WESER CONCETE FOR APPROVAL APPROVED BY: VIDYAI DATE: oD:KTS WEEUD BY.• 1 Page 6 DOSE SETTINGS & PUMP SELECTION PUMP PERFORMANCE REQUIREMENTS Elevation Head: 7 5' 101.50, Distribution Head: 4.5 ' Equipment Head Loss: 0.0' Forcemain Friction Loss: 0.8 ft �==_�------=D j TOTAL DYNAMIC HEAD = 12.8 ft TDH 99.50' MINIMUM FLOW RATE = 38.8 gpm DOSE REQUIREMENTS gg,33' - -- Minimum Dose: 84.5 gallons 404.9 gals 20.0" A (RESERVE) Maximum Dose: 120.0 gallons 96.67' 40.6 gals —__ 2"- B (ALARM) Design Dose: 98.0 gallons 96.50 _ --�- Forcemain Feet: 25' 102.1 gals 5.0" C (DOSE) Forcemain 0: 2.011 96.08' ----- Drainback: 4.1 gallons 202.8 gals 1011 D (PUMP COVER) TOTAL DOSE = 102.1 gallons 95.251 -------------- , Option 1: Option 2: Zoeller - 98 Goulds PE-41 2s 20 is 10 5 PUMP O• r MODEL': FOU 40 PIS t Pita J5 ` . JO 25 O , A6 S. �5 G 0 +o MOMS K 31. PE4I. RSI M..SJ. 40..50 2 6►M 20 30 , ao so 60 70 GPM 80 FOU 40 PIS t Pita J5 ` . JO 25 O , A6 S. �5 G 0 +o MOMS K 31. PE4I. RSI M..SJ. 40..50 2 6►M 20 30 , ao so 60 70 GPM 80 F: so 4" Wastewater METERS FEET 10 x U CAPACITY 3$, tO 611 pe-1- MODEL INFORMATION Order HP Vokt Am Minimum Circuit Phase Switch Cord Discharge Minimum Minimum Minimum Maximum Shipping Number Style Length Connection On Level Of( Level Basin Solids Weight Diameter Sire Ibs.kg EP0411 4 115 12 20 1 P/ S No Switch 10, 1'h` Manual Manual 15' Y.' 20/9.1 EP0411 A Piggyback / Wide -Angle 10, 12' 6' 21 / 9.5 EP0411F Plug No Switt ch 20' Manual Manual 20/9.1 EP0411 AC Piggyback / Wide -Angle 20' 12' 6' 21 / 9.5 EP0412 230 6 10 Plug / No Switch 10, Manual Manual 20/9.1 EP0412F Plug Switch No S 20' Manual Manual 20/9.1 EP0511 F .5 115 13 20 Plug Switch No S 20' Manual Manual 22110 EP051 1 AC Piggyback / Wide -Ale 20' 12' 6' 23 / 10.4 EP0512F 230 6.5 10 Plug / rNo Switch 20' Manual Manual 22110 PAGE 3 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 POWYTS Maintainer at each visit; discuss any changes in product use, activities, or water -use. MANAGEMENT FREQUENCY Design Parameters System Specifications Number of Bedrooms 4 Septic Tank Manufacturer Wieser Design Flow (gpd) 600 Septic Tank Capacity (gallons) 1253 Soil Loading Rate (gpd/ft2) 0.2 Effluent Filter Manufacturer Polylok Standard Effluent Quality Effluent i Effluent Filter Model PL-525 Biological Oxygen Demand (BOD) 220 mg// Pump Tank Manufacturer Wieser Total Suspended Solids (TSS) 150 mg/1 Pump Tank Capacity (gallons) 750 Fats, Oils, Greases (FOG) 30 mg// Pump Manufacturer Per Installer Treated Effluent Quality Pump Model Per Installer Biological Oxygen Demand (BOD) --- - mg// — . Dispersal Cell Type Mound Total Suspended Solids (TSS) - mg// Fats, Oils, Greases (FOG) - mg// Pretreatment Unit Description NA Max Effluent Particle Size (in) 1/8 Homeowner Management Tasks I Professional Management Tasks Check (listen, look) for leaks in toilets and dripping faucets. 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. Caps - Make sure that all caps and lids are intact and in place. Inspect for damaged caps often. Fix or replace damaged caps. Screen - Check and clean per manufacturer 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. Check dissolved oxygen and effluent temperature in tank. Check for surfacing of effluent or other signs of problems. Verify inspection pipes are capped and intact. Provide homeowner with list of management results and any action to be taken. POWTS REGULATOR: ST Croix County Zon/ng Office ADDRESS. 1101 Carmichael RD, Suite 1200, Hudson, W154O16 PHONE.- (715) 386-4680 Page 8 START-UP & OPERATION 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 opening5 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 filter 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. CONTINGENCYPLANS 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!! 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 9 PAL 4K1nINSTALLATION INSTRUCTIONS kwo"[wm in F"urt Djn, '3 : ' o�Pa,b, k. PL-122/PL-525/PL-625 FILTER AW"mwnn n,am INSTALLATION INSTRUCTIONS Step 1: (A) Locate the outlet of the septic tank. (B) Remove tank cover and pump tank if necessary. Certified to NaFur,ar a+.tea„a se MAINTENANCE INSTRUCTIONS Center filler with opening X_ wN J � �y 0 x Additional pipe or J Polylok Extend & Lok" for centering. Step 2: (A) Before installation, place the filter housing on to the outlet pipe. (B) Make sure that the housing is positioned so the filter can be removed from the tank for maintenance and service. Step 3: (A) Glue the filter housing on the outlet pipe. (B) Insert the filter cartridge in the housing, making sure the filter cartridge is properly aligned and completely inserted in the housing. Step 1: Step 2: Step 3: Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back if necessary. into the the housing making sure • NOT FILTER IS • � the filter is properly alighed PLUMBINGWHEN (B) Pull the filter out of the housing. (C) Hose off the filter over the septic tank. and completely inserted. USE RUBBER GLOVES Make sure all solids fall back into the (B) Replace septic tank cover WHEN CLEANING FILTER septic tank. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203 284.8514 www.polylokpr� to POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of Z FILE INFORMATION Owner Permit # 17*3TeU17_1:7'.1T1:1sZ Number of Bedrooms 4 ❑ NA Number of Public Facility Units ❑ NA Estimated flow leverage) 400 galiday Design flow (peak), (Estimated x 1.5) 600 galiday Soil Application Rate al/d /ft3 Standard InfluentlEffluent Quality Monthly average* Fats, Oil & Grease (FOG) 530 mg/L Biochemical Oxygen Demand (BODE) 5220 mg/L ❑ NA Total Suspended Solids (TSS) 5150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BODE) 530 mg/L Total Suspended Solids (TSS) 530 mg/L ❑ NA Fecal Coliform (geometric mean) 5104 cfu/1 OOmI Maximum Effluent Particle Size Ye in dia. ❑ NA Other: ❑ NA 'Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE SYSTEM SPECIFICATIONS Septic Tank Capacity 1 250 gal ❑ NA Septic Tank Manufacturer WIESER ❑ NA Effluent Filter Manufacturer POLY LOCK ❑ NA Effluent Filter Model 525 ❑ NA Pump Tank Capacity 750 al ❑ NA Pump Tank Manufacturer WIESER ❑ NA Pump Manufacturer GOULDS ❑ NA Pump Model EP05 ❑ NA Pretreatment Unit ❑ Sand/Gravel Fitter ❑ Mechanical Aeration ❑ Disinfection ❑ Peat Fitter ❑ Wetland ❑ Other: ❑ NA Dispersal Coll(s) ❑ In -Ground (gravity) ❑ At -Grade ❑ Drip -Una ❑ NA ❑ In -Ground (pressurized) IXMound ❑ Other: Other: ❑ NA Other ❑ NA Other. ❑ NA Service Event Service Frequency Inspect condition of tank(s) p At least once every: �'� 3 ❑ month(at ear(sl (Maximum 3 ears) y ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one-third IY3) of tank volume ❑ NA Inspect dispersal call(s) At least once every: 3 ❑i emonths) Qar(s) (Maximum 3 years) ❑ NA Clean effluent filter At least once every: I ❑ moearrls) i (% ls) ❑ NA Inspect pump, pump controls & alarm At least once every: 3 ❑ months) yearls) ❑ NA Flush laterals and pressure test At bast once every: ❑ month(s) ❑ yearls) AS NEEDED ❑ NA Other: At least once every: l ❑ m yearls) ❑ year(sl ❑ NA Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector, POWTS Maintainer•, Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. 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. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page Z of 2 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cellls). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal call(s) in one large dose, overloading the cellist and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; tat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails end/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. WWI alua ' o mg ank W1 b e ai . ?RP41811Ea flip, J�k/ Cp�s77z(lctD� ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER Name COUNTRYSIDE PLUMBING Phone 715-246-2660 El POWTS MAINTAINER Name PAUL R KOEHLER Phone 715-246-2660 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name BERANDS SEPTIC Phone - Name s-�—, C ( 2aJt�cJ This document was drafted in compliance whh chapter Comm 83.22(2)(b)(1)1d)&(f) and 83.54111, (2) & 131, Wisconsin Administrative Code. Wisconsin Department of Safety and Professional Services Page 1 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 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 012-1075-80-020 Please print all Information. Reviewed by Date Property Owner Property Location: David Buller Govt. Lot: SE YA NE Y4 S 36 T 30 N R 17 W Property Address Lot 0 Block # Subd. Name or CSM# 1256 US HWY 63 02 1 1 CSM 28-6481 City State Zip Code Phone Number ❑ City ❑ Village M Town Nearest Road Baldwin jWl 154002 1 1 1 Erin Prairie US HWY 63 ❑ New Construction Use: Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD M Replacement ❑ Public or commercial - Describe: _ Parent material Loess and silty deposits over dense loam till (Freeon sil) Fbodplain elevation if applicable NA It. General comments and recommendations: Holding tank only. rAe is all -AM-. She Is pool candidate for soli saluretion detemero bw (Interpretive debm*wdon) LF = 0- (Redwimaphic features) 11-1 Boring # ElBoring a Pit Ground surface elev. 102.30 fl Depth to limiting factor 4 in. G41 Ar"i,. irvk Rt. 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 0-7 10YR 3/2 - sil If-msbk mfr cs 1f-vf 0.4c 0.6 2 7-13 10YR 5/4 nd T5YR 518 & 10YR 6/1 sil lfpl-lfabk mfr gs 1vf 0.4c 0.6 3 13-19 10YR 5/3 c2d 7 SYR 5/8 8 10YR 5/2 sil 2mabk mfr es lvf 0.6 0.8 4 19-25 5YR 5/4 clip 7.5YR 416 A 7.5YR 5 1 I sl 1 csbk mfr as 0.4 0.7 5 25-33 5YR 5/4 m2p 7.5YR 416 8 7.5YR 511 sicl-sic 1 cabk mvfi as 0.0 0.0 6 3342 7.5YR 6/2 c1d 7.5YR 416 sic Om mvh 0.0 0.0 2❑ Boring # ❑ Boring Pit Ground surface elev. 100•00 it. Depth to limiting factor 0 in. Cnil A wgktatfnn Rata Horizon Depth In, Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 1 0-7 10YR 2/2 sil 2f-msbk mfr fs 2m-vf 0.6 0.8 2 7-13 10YR 5/4 rcld TSYR 5/8 6 10YR 6/1 sil 2fabk mfr gs 1c-vf 0.6 0.8 3 13-22 7.5YR 5/4 r2d 7.5YR 4/6 a 10YR 5/1 sl 1 msbk mvfr gs 1 c-vf 0.4 0.7 4 1 22-36 1 5YR5/4 m2p7.5YR4f6&7.5YR512 sl-scl lmabk mfi as 1m-vf 0.2 0.3 5 3648 5YR 5/4 m1p 10YR 416 8 2.5Y 511 sic Om mvfi 0.0 0.0 CST Name (Please Print) Signature VAq CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 05/24/22 (651) 327-0074 Page 11 Boring # ❑ Boring M Pit Ground surface elev. 98.30 ft.Depth to limiting factor 0 in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1Ft' 'Eff#1 'Eff#2 1 0-6 10YR 312 sil lfsbk mfr gs 1f-vf 0.4c 0.6 2 6-9 10YR 312 f1f 5YR 416 sil 2f-msbk mfr cs 1f-vf 0.6 0.8 3 9-15 tOYR5/4 c1d7.5YR 518810YR5/2 1 lfpl-lfabk mfr gs 1vf 0.4 0.6 4 15-25 7.5YR 5/3 m2p 7.5YR 416 6 7 5YR 511 sl 1 msbk mvfr gs 0.4 0.7 5 2542 5YR 5/4 c2d 7.5YR 5/8 d 7.5YR 6/1 scl 1 fbak-Om mfi as 0.0 0.0 6 42.48 5Y 513 m1p 10YR 4/6 & 2.5Y 511 sic Om MA 0.0 0.0 Boring # ❑ Boring ❑� Pit Ground surface elev. 99.25 ft. Depth to limiting factor in. 5;i-i-Appination Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'EfF#1 'Eff#2 1 0-7 10YR 313 - 1 1fsbk mfr cs 2m-vf 0.4c 0.6 2 7-13 10YR 513 f1f 10YR 4/6 6 10YR 6/1 I-sl 2fsbk mfr gs if-vf 0.6 1.0 3 13-26 10YR 514 f2f 10YR 510 & 10YR 612 Is 1fsbk-Osg ml gw 1vf 0.7a 1.6a 4 26-33 10YR 3/6 f 1 d 7.5YR 4/6 Is4cos lccabk-Om ml gw 0.7a 1.6a 5 33-50 7.5YR 414 m2p 5YR 518 a 7.5YR 5/1 sl 1 cabk-0m mfr-mfi 0.2 0.6 aBoring # ❑ Boring ❑ Pit Ground surface elev. & Depth to limiting factor _ in. Soil Application Rate Effluent 01 = BOD, > 30 s 220 mg/L and TSS > 30:5 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg1L Page 12 Ded rar. Rya, l3echal 0 2022 Advanced -AN property Ikres nd SenctImrk SYSTEM NOTES Crtifisd Sol Taster. 133DS32 Environmental UC ADVANCED drawn � >1 Dort norm Septic Task Desigow of Engitwer q Systems D 2283-7 AN rights ENVIRONMENTAL system 4s� 801 Bar" .ytm 1250 gabn snyrcompxmrent tank I I I I I I I tq rims V above kcal grade SCALE '�4„s a v+ I ilbke Ialk as nersSsary, mantas at serbacks _ ?dsbk 525 filler wl alarm 20' e� �+ III III III III I -0o not roue dear water Runes into septic tank of 400 dos mg systems to be abandoned Per sps 383 33 / y I + \ II III III III III v+ art EN " - ! 0 E FIEL Pseo Tarok + : III NI I I I 114ftrrmoaen�Wak Etek Ahp rives l'abow kd vaae + outlet II I I III III III III �v�asna ay,Insnalaksewaals _ c ;;1 dw alvent counv.W mft.lensand pled c rental •-J-l�----"—'--- III- I .Fv.Raa.ner. ice melrr.v.abr lnebr NcaNnetled + + I ` ---•-- Soil Tmateeol Ana: t25' 2" Existing a3Caesn4oePwekwraPaet %i + Existing -160 r a 32MAWe Ifewwora It a Wi sch 40 PVC ;., system #2 40MOsio Woolen m 10O0P areas w Existing YARD system # 1 ; .30 Asrkl C-33 said to (D) ko Ga Wieser 750ga1 ,. crEaamaiakuvaala.A+ddvlrw ? O pump tank drainage �siN araplonawadrsroaedppk pc 5 iss Swale LP akWplonawndrpiald Qrj t�;•; t, /� \ I awwt Sul" gala away tan system .` / ) / �1 ` Tank -P 1Sdoesipe sblaSlm aw Yarn capason B1 iy c l eukgmMusts 102.30 >.-Dootrsatlls=E p ar+roi /� ' t190' 4" 1 f$0' 4" sch 40 PVC / SEE SOIL INTERPRETIVE DETERMINATION REPORT M2 "css"s;"s"s"s's"sts sch 40 PVC ShQ(j (cleanout required / ..:�5%%% upstream of /n6tdiumo: wye intercept) �! �4)kr�irmo:i�a�aecssPVC asak.w�a�sme Llret klP oWAW =1o3.1r ____ ,_ -0era,dtrstblleNiapapaeMpl D t75' 4" iocxnoN t4np (not a eaare) J-,4, _s_' 40 PVC —A 130TH AVE °�\ \� / Wieser 1250 gal "'— \ l \ �' ,I u �K \ \ to i 50e 1 4BR ,--- \7 7Utility. Home � srrE ELE � sheds �` I PREPARED FOR: BM 1 = \ \ \ \\\ y \ \ � \ \ �. 1 , Davy BIJdI. p To nail in to \� \ \ siteAddrew: �� �� BM2 100.0 \ \ \ \\ \ \\\\\l 11 ealawnn, WI 54002 Top 1" PVC pip )�( \ \\ \ \ \ k RED: ate-ta7s-eo-om 6.34Aces House grade zz 11 \ \ \ \ �� YARD Shed ; �I Legal: sE 1/4 NEE 1/24—e4b1 \\ \ \\ \ \\ \ j S36 T30N R17W B.S. Outlet -1 107.1 ��\ \\\\\\\�\\\, I , Town of Erin Prok ie ceases owk m e Tar wen teal eswl aervws ens aeekaetM r eawrase a are oral Ines arch TM ad ieeeaaa .ale aasw funs, .rises ivm didwbo loe ane%r oemaeosm 6e1we areal a11r ale wiuetien Ste: 3• - 4pp,,,,,,�]*: ! /8/ NO wYa110M 15 W E TOW THIS fr51M 1RL COWN[ A nN.'llal sovsslar. mloel M axklksls6 Mer 'a ear Mamnam On arse eM Nrlaarwe. eplpl� ADVANCED E N V I R O N M E N TA L Property Owner: David Butler Date: 08/06/22 Site Address: 1256 US HWY 63, Baldwin, M 64002 SOIL INTERPRETIVE DETERMINATION REPORT Page: 1 Index Page: 2 Soil Test Page: 3 Soil Test Page: 4 Soil Test 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 4 '%•Y\SCONS/,�;��,,���, Page: 15 Attachment 5 , RYAN G. Page: 16-18 Attachment 6 = BECHEL c = D-2263-7 = Page: 19-23 Attachment 7 RED WING IN If 11110 Designer Signature: Date: 8/6/2022 ADVANCE U ENVIRONMENT AI L.IC 371 Cannon View DR - Red Wing. MN 55066 (651)327-0074 Wisconsin Department of Safety and Professional Services Page 1 of 2 Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County 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. 012-1075-80-020 Please print all Information. Reviewed by Date Property Owner Property Location: David Buller Govt. Lot: SE Y. NE Y. S 36 T 30 N R 17 W Property Address Lot # Block # Subd. Name or CSM# 1256 US HWY 63 02 1 1 CSM 28-6481 City State Zip Code Phone Number ❑ City El Village N Town Nearest Road Baldwin WI 154002 1 1 1 Erin Prairie US HWY 63 ❑ New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑� Replacement ❑ Public or commercial — Describe: _ Parent material Loess and silly deposits over dense loam WI (Freeon sit) Floodplain elevation if applicable NA ft. General comments and recommendations: Holding tank only. Sae is all •Aw-. Sns u good CWWidata for sow eaturatbn detarmination (in1erprotive detarm1na0en) LF . 0- (RedoxknorpNc features) 1� Boring # ❑ Boring M Pit Ground surface elev. 102.30 ft. Depth to limiting factor 0 in. Cnil Annlin2tkm Rata Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe •Ef1#1 'Eff#2 1 0-7 10YR 3/2 - sil 1f-msbk mfr cs 1f-vf 0.4c 0.6 2 7-13 10YR 5/4 f1dT5YR518610YR611 sil lfpl-lfabk mfr gs 1vf 0.4c 0.6 3 13-19 10YR 5/3 c2d 7 5YR 5/8 a 10YR sr2 sil 2mabk mfr a 1v1` 0.6 0.8 4 19-25 5YR 5/4 rap 7.5YR are a 7.5YR 511 sl 1 csbk mfr as 0.4 0.7 5 25-33 5YR 514 m2p7.5YR41667.5YR511 Sid -sic lcabk mvfl as 0.0 0.0 6 33-42 7.5YR 6/2 cld 7.5YR 4/6 sic Om mvff 0.0 0.0 2] Boring # ❑ Boring 0 Pit Ground surface elev. 100.00 ft. Depth to limiting factor 0 in. Coil Annlira#Lr r Ram 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 0-7 1 OYR 212 sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 7-13 1OYR514 f<ld7.5YR5/8610YR6/1 sil 2fabk mfr gs 1c-vf 0.6 0.8 3 13-22 7.5YR 514 r2d 7.5YR 4M 8 10YR 511 sl 1 msbk mvfr gs 1 c-vf 0.4 0.7 4 22-36 5YR 514 m2p 7.5YR 416 6 7.5YR 512 I sl-sd 1 msbk mfi as 1 m-vf 0.2 0.3 5 36-48 5YR 5/4 m1 p 10YR 4/6 8 2.5Y 511 sic Om mvff 0.0 0.0 CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S. Red Wing, MN 55066 05/24/22 (651) 327-0074 sou esau (Ruw1b) 2 Boring # ❑ Boring ❑� Pit Ground surface elev. 98.30 ft.Depth to limiting factor 0 in. Cnil A.,JL-ML� 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 1 0-6 1OYR 312 sil lfsbk mfr gs if-vf 0.4c 0.6 2 6-9 10YR 312 f1f 5YR 4/6 sil 2f-msbk mfr cs if-vf 0.6 0.8 3 9-15 10YR514 cid7.5YR516810YR52 I lfpl-lfabk mfr gs 1vf 0.4 0.6 4 15-25 7.5YR 5/3 m2p 7.5YR 4/6 a 7.5YR 511 sl 1 msbk mvfr gs 0.4 0.7 5 2542 1 5YR 5/4 12d 7.5YR 5M 8 7.5YR 811 sd l fbak-Om mfi as 0.0 0.0 6 42-48 5Y 5/3 m1 p 10YR 4/6 8 2.5Y 511 sic Om mvrl 0.0 0.0 ❑q Boring # ❑ Boring ❑� Pit Ground surface elev. 99.25 ft. Depth to limiting factor 0 in. Gill Anrd"tkr Rnta Horizon Depth In. Dominant Color Munsell Redox Desc iption Qu. Az, Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' •Eff#1 'EB#2 1 0-7 10YR 3/3 - I lfbbk mfr cs 2m-vf 0.4c 0.6 2 7-13 10YR 513 fit 10YR 416 6 10YR 6/1 I-sl 2fsbk mfr gs 1f-vf 0.6 1.0 3 13-26 10YR 5/4 010YR 518 8 10YR 62 Is Ifsbk-Osg ml gw 1vf 0.7a 1.6a 4 26-33 10YR 3/6 f1d 7.5YR 416 Is-lcos 1ccabk-0m ml gw 0.7a 1.6a 5 33-50 7.5YR 4/4 map 5YR 5M a 7.5YR 511 sl 1 cabk-Om mfr-mfi 0.2 0.6 Boring # ❑ Boring ❑ Pit Ground surface elev. R. Depth to limiting factor_ in. Cnil AnNL-atL� Rnt. Structure 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 s 150 mg/L 3 W"er. Ryan Be" Certified Sol Tester. 1330832 Desipw of En.7krowN Systems D 2W3-7 SCALE 20 0' 40' v y / //// L--- O 2022 Advanced Environmental LLC. ADVANCED •Al property lines not drawn are >1DON from O ls� Sol Borktp SYSTEM NOTES Sepdc Tank A8 Hghts rewrved. E N V I R O N M E N T A L system pabn tank -Wew 1M D n � as maintain al ks "c; c 1-F I ces klb w rol Mw clear wow wXseptic tank to be SPS 383 33 I +\ 'II -,sting systems abandoned per GARDEN I + - 1 III III I�I O E FI "i III Lq Pamo Task: A*w750oamsin BCUN�ARY ii; j I III + I I I wrpebwstae aft etas 4' abwa final Fade i s-1 ounet i III II I III III Pin rads"39gpm@13TDH - c`s"ssf Ct} i aaelalkasnxeswy.malaanaEebacks """"• "•••� i � + y I WV Fftm Loss and TON aver i%W Jiadwwr.,tmenda,wwdrmetrlecmmrdrd f25' 2" sch 40 PVC Wieser 750gal pump tank e, t75' 4" _ sch 40 PVC � \\ v / Wieser w��' Iter � � \ ` U) \ � � 4BR Home `utility / .\ sheds / Existing Existing system At system #2 Existing YARD y L drainage 1 ` Swale l LP - t Tank v �y �t t190' 4" L�` t80' 4" sch 40 PVC sch 40 PVC Shed (clean required � upstream of I wye intercept) o s 1\ .j -txa 4s AW*pab Maad (A a el -160.r s 32bsdde eblaebm IL s W) -1025bom abraon on lmw wnw -30 ASTM C-33 sand le (DI Cad A ps bush b wMnk avid dg�g Jibe were asorow am and renavw Ck" Fbe atinOwr ana to depb o(6*4* Jbm sLrf" warewaw aw�kwn�stem -p 15'daslt1 atiaapbnaw kom mnpdm aft oalrabn J)spb b npHon= 6' (RadwdlmpAk bans) SEE SOIL INTERPRETIVE DETERMNATION REPORT 44) W king l t as 40 PVC bldr alb aa chanoub "'i` dpytlatioaeabprobllon Jahn by ebvaon - iUI3' -1 t heeds. weaJed reset k w/ces a 1b• fps ._ \ JAsnard dm bat 90V pa dWpl Top nail in BM2 = 100.0 \ Top 1" PVC pip \ House grade Z 1 B.S. Outlet —, 107.1( \\ \ \ \ YARD , 1 I 1 d and is 0 M aeeweaw aM >Wr o1e loud osdw. The sae bwbrrd arw Ind raRah prslWed ban dMAss aWw asyesawr basw wW dYr earanrdw LOCATION MAP (rrwt to ewdw) 130TH AVEI PREPARED PO& D" etaeeE 125%USHM63 iksldaMt, van s4002 P[D: 012-1075-90-020 6.34 Aces LeO: Lot 02 CSM 28-6481 SE 1/4 NE 1/4 S36 T30N R1VW Scale: 1' - 40' Date: 8/8M ST. VNTY SANITARY SYSTEM File #: OWNERSHIP/ADDRESS FORM Create Use Only ntar[d arroat Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. If you would like to view your issued sanitary permit online, you can do so by using the Property Files Scanned weblink. OWNER/BUYER INFORMATION Owner/Buyer DAVID BUTLER Mailing Address 1256 HWY 63 City/State/Zip BALDWIN WI Phone Number (required) 810-707-4892 Email Address (required) 379304@PM.ME Parcel Identification Number (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location SE 1/4 , NE 1�4 , Sec. T 30 N R 117 W, Town of ERIN PRAIRE Subdivision Plat: Certified Survey Map # I efol 61c? , Lot # 2— Volume g Page* 6 Sf Warranty Deed # I l45 4Z3 (before 2006)Volume . Page # Number of bedrooms 4 Spec house 0 yes ■ no Lot lines identifiable ■ yes 0 no OFFICE USE ONLY New Property Address NIp" (Verification of new address required from Community Development Department for new construction.) (Staff Initials) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department - Land Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax cdd0sccwi.aov 1101 Carmichael Road, Hudson, WI 54016 www.sccwiaov C5-T Wisconsin DepLont � ProaolonDal ervices 1 S Page 1 of 2 Division oflndu W e 2022 ''SOIL EVALU TION REPORT In acc rdance with SPS 385, Wis. Adm Code County County ST Croix Attach complete si98bprrtf#kt 11 inches in size. Plan must include, but not limited to. rence point (BM), direction and percent slope. Parcel I.D. scale or dimensions. north arrow, and location and distance to nearest road 012-1075-80-020 Please print all information. Reviewed by Date Personal Information you provide may be used for secondary puriDmoses Privacy Law, s 15 04 1 m Property Owner Property Location: David Butler Govt. Lot SE Y. NE Y. S 36 T 30 N R 17 W Property Address Lot # Block # Subd. Name or CSM# 1256 US HWY 63 02 CSM 28-6481 City Stale Zip Code Phone Number ❑ City ❑ Village M Town Nearest Road Baldwin I WI 154002 I I I Erin Prairie US HWY 63 New Construction Use:❑ Residential Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commeroal - Describe. Parent material Loess and silly deposits over dense loam till (Fraeon sit) Floodplain elevation if applicable NA it General comments and recommendations: Holding tank onlysite is all'A*0-. site is good candidate for eon saturalon delerminaaan (interpretive determination) LF = 0- (Redovmorph¢ features) Boring # El Boring pit ❑� Pit Ground surface elev. 102.30 it Depth to limiting factor 0 in Anil Annlirnhm Rolla Horizon Depth In. Dominant Color Murlsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Flz 'Eff#1 'E1f#2 1 0-7 10YR 312 - sit if-msbk mfr cs 1f-vf 0.4c 0.6 2 7-13 10YR 5/4 fId7.5YR5/8a1oYRw1 sit 1fp1-1fabk mfr gs 1vf 0.4c 0.6 3 13-19 10YR 5/3 c2d T.SYR 518 8 10YR 5/2 sit 2mabk mfr cs lvf 0.6 0.8 4 19-25 5YR 5/4 c3p 7.5YR 4/6 & 7.5YR 5/1 sl lcsbk mfr as 0.4 0.7 5 25-33 5YR 5/4 rn2p 7.5YR 4/6 8 7 5YR 5/1 Sid -sic 1 cabk mv6 as 0.0 0.0 6 3342 7.5YR 612 cl d 7.5YR 4/6 sic Om mvfi 0.0 0.0 22] Boring # ❑ Boring ❑� Pit Ground surface elev 100.00 ft. Depth to limiting factor o in. !roil Annlirr tine 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 1 0-7 10YR 212 - sil 2f-msbk mfr cs 2m-vf 0.6 0.8 2 7-13 10YR 5/4 1-0d 7.5YR 518 d 10YR 6/1 sit 2fabk mfr gs 1 c-vf 0.6 0.8 3 13-22 7.5YR 5/4 c2d 7.5YR 416 a 10YR 5/1 sl 1 msbk mvfr gs 1c-vf 0.4 0.7 4 22-36 5YR 5/4 m2p 7.5YR 4/8 6 7 5YR W sl-sit 1 mabk mfi as 1 m-vf 0.2 0.3 5 36-48 5YR 514 ml p 10YR 4!8 & 2 5Y 511 sic Om mvfi 0.0 0.0 CST Name (Please Print) Signature CST Number Ryan Becher F�L1330832 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S. Red Wing, MN 55066 05/24/22 (651) 327-0074 Borng # ❑ Boring 98.30 ❑'Pit Ground surface elev. ft. ,.. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu Az Conl. Color Texture Structure Gr. Sz Sh Consistence Boundary Roots GPD/FI' •Eff#1 'Eff#2 1 0-6 10YR 312 sit 1fsbk mfr gs 1f-vf 0.4c 0.6 2 6-9 10YR 3/2 f1f 5YR 4/6 sil 2f-msbk mfr rs 1f-vf 0.6 0.8 3 9-15 10YR 5/4 c1d 7.5YR 518 & 10YR 5/2 1 1fpl-1fabk mfr gs 1vf 0.4 0.6 4 15-25 1 7.5YR 513 m2p 7 SYR 416 & 7,5YR 5/1 s1 1 msbk mvfr gs 1 0.4 0.7 5 25-42 5YR 5/4 c2d 7.5YR 5/8 & 7.5YR 6/1 scl 1 fbak-Om I mfi I as t 0.0 0.0 6 4248 5Y 513 m1 p 10YR 4/6 & 2.5Y 50 sic Om mvri L I Boring # ❑ Boring N Pit Ground surface elev 99.25 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/Ft' •Eff#1 'Eff#2 1 0-7 10YR313 - I tfsbk mfr cs 2m-vf 0.4c 0.6 2 7-13 10YR 5/3 fif 10YR 416 & 10YR 60 I-sl 2fsbk mfr gs 1f-vf 0.6 1.0 3 13-26 10YR 514 f2f 10YR 518 & 10YR 6/2 Is lfsbk-Osg ml gw 1vf 0.7a 1.6a 4 26-33 10YR 316 f 1 d 7.5YR 4/6 Is-Icos lccabk-Om ml gw 0.7a 1.6a 5 33-50 7.5YR 4/4 m2p 5YR 5/8 & 7.5YR 511 sl 1 cabk-Om mfr-mfi 0.2 0.6 Boring # ❑ Boring ❑ Pit Ground surface elev ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Con[ Color Texture Structure Gr. Sz Sh Consistence Boundary Roots GPD/F17 •Eff#1 I 'Eff#2 Effluent #1 = BOD. > 305 220 mg/L and TSS > 30 5 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30:5 150 mg/L ii i 1 Boring # ❑ Boring 0 Pit I Ground surface elev. 98.30 ft. Depth to limiting factor 0 in. %nil Annliration Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 ,Eff#1 'Eft#2 1 0-6 10YR 312 sit lfsbk mfr gs 1f-vf 0.4c 0.6 2 6-9 10YR 312 f1f 5YR 416 sit 2f-msbk mfr cs 1f-vf 0.6 0.8 3 9-15 10YR 5/4 c1d 7.5YR 5/8 & 10YR 5/2 1 l fpl-lfabk mfr gs 1vf 0.4 0.6 4 15-25 7.5YR 5/3 m2p 7.5YR 4/6 & 7.5YR s/1 sl 1 msbk mvfr gs 0.4 0.7 5 25-42 5YR 514 c2d 7.5YR 5/8 & 7.5YR 6/1 sCl lfbbk-Om mfi as 0.0 0.0 6 42-48 5Y 5/3 ml p 1 OYR 4/6 & 2.5Y 5/1 sic Om mvfi 0.0 0.0 4] Boring # ❑ Boring 0 Pit Ground surface elev. 99'25 ft Depth to limiting factor in. S.d Annlirsfim 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 'Elf#2 1 0-7 10YR 313 1 lfsbk mfr cs 2m-vf 0.4c 0.6 2 7-13 10YR 5/3 f1f 1oYR4/6 & 10YR611 I-sl 2fsbk mfr gs 1f-Vf 0.6 1.0 3 13-26 10YR 514 f2f 1 OYR 5/8 & 10YR 612 Is 1fsbk-Osg ml gw ivf 0.7a 1.6a 4 26-33 10YR 316 f 1 d 7.5YR 416 Is-ICos lccabk-Om ml gw 0.7a 1.6a 5 33-50 7.5YR 4/4 m2p 5YR 5/8 & 7.5YR 5/1 sl 1 cabk-Om mfr-mfi 0.2 0.6 ji h 5 1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Snil Annlir9ti nn Rat. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD/Ft' •Etf#1 'Eft#2 Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L • Effluent #2 = BOD, > 30 s 220 rng/L and TSS > 305 150 mg/L Designer: Ryon Bechel 7 2022 Advanced 'All property Ivies not o Benchmark SYS7FEM NOTES Certified Soil Tester: 1330832 Enwronmenta/LLC. P�j ADVANCED drawn are>10011 from SepticTank: Designer of Engineering Systems: D 2263-7 All rights reserved. , r, v e n system 'y Sal Bonng ,Wieser 1250 galon angle-oompa6neM lank SCA1.1 vdi I I I III Bing rmfsC above Mal grade I�I0 0 -Move tank necessary maMan all setbacks 210 ' I .Pohlia W lak-525 fAalarm 0' 40 yd �. tt '- r} \ III I III III I oonot rodeclear watersouceswoo se* tank + I�I I�I 0 E FI Lq PumpIank C, OU I I III I I I I .111750 gdon a* caryahr,t tank N �iiSJ� + \ &rg rxersf abwelM ede + 4-/ ti L:: l� & Outlet II III I I I AM@ More tad: as necessary. Madan al sell + (S + v A II I -RK*J k pmp rndm Lm and TDH ala nstai —'L.uter ----.J-ll J.I— ll _II Eventm,memeter aaaermetarecanmardea f25' 2" + — — Soil Treatment Area: �, i;? 1 Existing -1U s 45'Aggeoe MxM(A c 8) seh 40 PVC :: Existing system # 1 1604',32Uadeemamaap runt fill " system # 2 102 50skm derAm on 100 M tabu co Existl w Wieser 750gal, _ YARD �. cad ta.msnd to gougaoid dggrg drain P O pump tank A. �,•,.low a,he msorpbon aeaam remove dpprgs sWake LP .1 r �t. .:✓ Platy mmrpem an to de* of6Bi '$ tom° �;;'� Tank Pirated l Gleny'ae aerc aaev trr srst _ I Prated I66mirdope absorplon aes I=canpedm 02.30 ^ 1� 4� dmgcam0ulm ,/,;..... .� D"to restodw E(RedormapAc features; t190 4 t80' 4" sch 40 PVC Mz 40 PVC Shed (deanout required Distribution: upstream of \, {/) fiG fi^9 I j sm 10 PVC lalaah wdh ckaottsuse 4SCh iy t4rye intercept) 3,\ spmlM buses brPdedm Went lop 9evdm=10313 Qj .1=Ireada. cereadad natork r unites@36 spacing % ro •�, 4? \\ \\` ` _ ___ Owned dose lost selling pa desgr LOCATION MAP toot to scab) rp _ _ _ sch 40 PVC �\ \ `` `— 130TH AVE I r L e Wieser 1250 gal \ \ slw \\ \ - - V \ i W/ filter 50. 4BR Home • _ \\ \ \ \ \ \� utility \ \\\ ELE 5. \ \\ �\ \ \\ \\I sheds PREPARED FOR: r t \ \ r \ \\\ \� �. II II David Butler Top nail m \L� \ I , \� ` / I I Site Address: BM2 = 100.0�\ \ \ `` \ \ — .— \ 1 125E US MY63 TO 1" PVC I \ \ \ \\ \ \\\\ .\` t Baldwin, Wi 54W2 p p \ \ r� \ \\ \ I , II PID: 012-107i80-020 6.34 Acres House grade 11\, \\ \ \\\\ \ \ YARD I i Legal: Lot 02 CSM 28-6481 �V V\A\\ VA� \�� �ed i I SE 1/4 NE 1/4 B.S. Outlet 107.1d\\\� \��� ; �V \V�• I , S36 T30N R17W I Town of Erin Prairie arfara Saors..rd: lrrla AT TH crow 1Man dLL COW Ord oTO FI d N amor0oo aid Stab od inns oodw. 7M oN Inatmant ono marl ranoar pratantad Iran dbtoboua and/or mavocklm below and ono cvwtnrctio,% aD fIwRMNfr 6 WOE irwT m6 SrSiFar was. lYartaUE ro tlactgrl rtDEEMIFIY. Splom mar be oroavb nsrrbard. Avo*o y. rys .'a nvmgorrs daa far bdonnsion m praov con and nwirlarrarow Scale: I' = 40' Date: 8/8/22 /3 OTIMT6rt1Tr s ar f �yWy,,tg DIVISION OF INDUSTRY SERVICES 10641 N RANCH RD WAYWARDWI $48434462 CanUmt TNvuo Relay NlPJAYP•.w. r•w.i•fKoryin.p•v — Twry Ewn - tl•vwlra► 0ywr oria - S•w•InY August 19, 2022 CONDITIONAL APPROVAL SOILS SATURATION DETERMINATION Plan Review Number: PWTS-082200092-SSD RYAN BECHEL 779 Spring Creek Road Red Wing MN 55066 SITE: David Butler 1256 US Highway 63 St. Croix County Town of Erin Prairie SE X- NE'/.-S36—T30N—R17W CIDNDMONALLT APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DMSION OF INDUSTRY SERVICES & Z1ac.. "a 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. 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. / • ) Chisel plowing to a depth of 12 inches immediately after placing 6" of ASTM C33 sand 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, CeC& R CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608)400-3186 elizabeth.rudnicki@wisconsin.gov ADVANCED ENVIRONMENTAL Property Owner: David Butler Site Address: 1256 US HWY 63, Baldwin, WI 54002 Date: 08/06/22 SOIL INTERPRETIVE DETERMINATION REPORT COATMONALLP APPROVED Page: 1 DEPT OF SAFETY AND PROFESSIONAL SERVICES Index DIVISION OF INDUSTRY SERVICES Page: 2 Soil Test Page: 3 / Soil Test C'^�cju Page: 4 SEE CO PONDENCE Soil Test 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 4\S�CpNS��,,����'''''' Page: 15 �N Attachment 5 RYA N G. Page: 16-18 Attachment 6 = BECHEL — Page: 19-23 Attachment 7 = D-2263-7 c = RED WING = YN nunnu��� signer Signature: Date: 8/6/2022 ADVANCED ENVIRONMENTAL LLC 371 Cannon View DR - Red Wing, MN 55066 (651)327-0074 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 Ian on a W p 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. 012-1075-80-200 Please print all Information. Reviewed by ersonal information you provide may be used for secondary nurmnses /Pnvnev I aw , ra ne/, v. ii Page 1 of 2 Date Property Owner Property Location: Jack Linn (Buyer) Govt. Lot: SE % NE % S 36 T 30 N R 17 W Property Address Lot # Block # Subd. Name or CSM# TBD US HWY 63 City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Baldwin jWl 154002 1 1 1 Erin Prairie US HWY 63 ❑� New Construction Use: M Residential/Number of bedrooms 4 Code derived design flow rate 600 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: silo is all -A.0' and suitable for holding rank system only. site Is good canddale for soil sab,rarion delenninaliun (Interprewe Detanninabon). LF = Or (Redoximorphic features) 1� Boring # ❑ Boring ❑� Pit Ground surface elev. 100.00 ft: Depth to limiting factor 0 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots aux neamun Kale GPD/Ft= 'Eff#1 •Eff#2 1 0-7 10YR 3/3 1 2f-msbk mfr cs 2m-vf 0.6 0.8 2 7-11 1 OYR 414 c1d 7.5Y R5/e ii 10YR 6/1 cl 2mabk mff-mvfi gs 1f-vf 0.4 0.6 3 11-17 2.5Y 4/4 c2d 7.5YR 4/6 8 10YR 5/1 cl if-mabk mvh gs 1 of 0.2 0.3 4 17-24 2.5Y 413 m2p 5YR 4/6 ii 7.5YR 512 cl-c /fabk-Om mvfi 0.0 0.0 Boring # ❑ Boring M Pit Ground surface elev. 98.00 ft. Depth to limiting factor 0 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots acne Icanon r<a[e GPD/Fe •Eff#1 •Etf#2 1 0-8 10YR 3/3 - sil 2c-msbk mfr cs 2m-vf 0.6 0.8 2 B-18 10YR 4/4 c1d 75YR 4/6 it 10YR 512 cl 1 fabk mfi gs 1 f-vf 0.2 0.3 3 18-25 2.5Y 4/3 m2p T5YR 5/8 8 7.5YR 5!2 cl-c 1 fabk-Om dvh 0.0 0.0 --- CST Name (Please Print) -----•--•• .. ... Signature auf ccvu .� 01ru Foe � JU a I AU FTISIVL CST Number Ryan Bechel 5164eSP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S. Red Wing, MN 55066 08/12/21 (651) 327-0074 auu-aa,1u trcunn a1 2 ❑3 Boring $ ❑ Boring N Pit Ground surface elev. 99.50 ft. Depth to limiting factor 0 in. Q-il A-C-G- 0.4- Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' •Etf#1 'Eff#2 1 0-9 10YR 3/3 - sit 2f-msbk mfr cs 2m-vf 0.6 0.8 2 9-13 10YR 4/4 f1d 7.5YR 518 & 10YR 611 sit 2fabk mfr-mfi gs 1f-Vf 0.6 0.8 3 13-17 2.5Y 4/4 c2d 735YR 416 & 10YR 511 scl 2msbk mfr gs 1 f-Vf 0.4 0.6 4 17-24 2.5Y 4/3 m3p 5YR 518 & 7.5YR 5/2 set lfabk-Om MAI 0.0 0.0 1 Boring # ❑ Boring Pit Ground surface elev. 100.40 ft. Depth to limiting factor 0 in. QM AnMi .firm Dn/n 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 1 OYR 3/3 - sit 2f-msbk mfr cs 2m-vf 0.6 0.8 2 8-12 1 OYR 414 f1d 7.5YR 518 & 10YR 5/2 sicl 2fabk mfi gs if-Vf 0.4 0.6 3 12-17 2.5Y 4/4 c2d 7.5YR 416 & 10YR 511 sicl 2mabk mfi-mvfi gs if-Vf 0.4 0.6 4 17-26 2.5Y 413 m2d 7.5YR 416 & 7.5YR 50 cl 1 fabk-Om mVfi 1vf 0.0 0.0 Boring # ❑ Boring 9 Pit Ground surface elev. 93.60 ft. Depth to limiting factor 0 in. Q. ii A... Ii-*i- Dare Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' •Eff#t 'Eff#2 1 0-8 10YR 3/3 - sit 2f-msbk mfr cs 2m-vf 0.6 0.8 2 8-14 1 OYR 4/4 f1d 7.5YR 5/8 & 10YR 5/2 sicl 2fabk mfi gs 1 m-vf 0.4 0.6 3 (5% rock) 14-19 2.5Y 4/4 c2d 7.5YR 416 & 10YR 5/1 cl-scl 2mabk mfi gs 1 f-Vf 0.4 0.6 4 (5% rock) 19-25 2.5Y 4/4 m2d 7.5YR 416 & 7.5YR 512 cl Om mvh 1 f-Vf 0.0 0.0 Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOO, > 30 s 220 mg/L and TSS > 305 150 mg/L 3 Derufler Ryon Becher E 2ron Advanced OADVANCED 'AN Q1ODe' ""�'o �^m°� 1 SYSTEM NOTES Certified SoY Teeter. 1330832 Emlronmenta/LLC. dre.mare>100Rfrom � TN Designer of Engineering Systems D 220-7 A// rights ��. E NVI R O N M E N TAL system � Sal Boring Static Teed: Y -Wieser 1250 gallon �t lank SCALE vd I I I I I I I I I -Bring rears above final grade Move lank as wmary, awtam al setbacks � Pdybk-525 Hier wl alxm 0 20 40 „e s �} \ ! III I I III III I I -Do not route dear water sources nro septic lank 7 ! + \ �II III 111 111 III -EftV sytems to be abandoned per Sn X33 +G0 E FIELPump Tank:RI q I rsogalons.gtearoaknmlaak6OV Outlet IIII III I I I III ?upLewis•eomaa1a #Me tank as ,mafart il at SNbedLt +i��j1 \ Recakvlaie kicWn loss and TDM dlu.ual + I I I-Eteetraaeetmemeler.eaabmemremmnerded + + :1 \ - - - - ±251 211 %% I s '---- Soil Treatment Area: i ;;"s: sch 40 PVC Existing -13Pr 18 AdknlNe Word (A r B) j 5;;a + / `� Existing tsaraazaeiddadrw�erw(<=w) ew / li"s'� system #1 system #2 \ -10LL Damelevabonon ldo.Wo maw X Wieser 750gal Existing YARD `� �b .aaddg9np a %a ? j o pump tank tiffs drainage `� \ Ain etre abopdon area ad woe c•ppffgs i;, swale t LP �j -Paeaberlmnaeabdeooic•A' f�% j T% \,t Tank I -0MM away nlr ear ken wean iB1 .. s I Proled I doMabpe absorpsm area kmm mmpaamn sch 40 PVC Shed `,` (caleanourequ /sollrtr�ar nor a)�oa 0'4" SCh 40 PVC/ s� DETEFU T M2 k .� / 1t ipstream Of l Distribution: wye intercept) i'�40 �Mleak wtn ckap Asuse N -laleal by elevalow =10113' 1}bender,efogedegsperdearss®3Baprilk -C -0eroM apse Boat settigs per dear 75 ro `' 1 `• LOCATION MAP (not to .ow) sch 40 PVC 130TH AVE \\c:5 \ sWal e\ / Wieser 1250 gal \ _------- \ \ W/ filter \ � �\ \ v ; �`t i 4 B R } \ \� \ 1 --- \\ \ \ \ \\ \ \ Utility Home CsrTrE L, r EL sheds BM1 = \\ \ \ \ W / \ 1 PREPARED FOR: \\ \� \\X\j, 1l l Top nail in \ \ \ \ 1 ; David Butler \� \ \ _ - 1 Sloe Address: BM2 100.0 . \ \ \ \ \\ \1 `B�Ni�, W'I5;w2 Top 1 PVC pi N YARD � , PID: otz-io7s-eo-ozo e.31 A� House grade 11 \ \\\ \\ Shed I '�'' Lot 02 CSM 28-64al �1 107.1 \\\\ \\\\ \\\ i ' SE 1/4 NE 1 a B.S. Oullet z \ \\ \ \\ \ .\ \\\ VVV i 'i S36 T30N RAW Oetsitl Sl- - Tta. eaelen Us twen l Town of Erin Prairie arvwa and .M FIAd 11 aaradaw .M 91ah one load adr lrr .ore bomb ar.o mrt We T nrr"wrd Nam or kdo o oaon mwo or, barn. aid olEer aorren.ceon Scale: 1' - 40- Date: 8/B/22 te0 wneeeNn 6 Leta[ 11NT 716 SYStEeI eR1 OONANIE To RetCItlN eOFF111dY. mat M maYeoewG Rntw �. far Honnmtlen m mn artl meY6rvo. SOIL INTERPRETIVE DETERMINATION REPORT Prepared for: David Butler Site Location: 1256 HWY 63, Baldwin, WI 54002 Leea1: Lot 02 CSM 28-6481 SE 1/4 NE 1/4 S36 T30N R17W Town of Erin Prairie 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 replacement Private Onsite Wastewater Treatment System (POWTS). The subject property consists of a single 6.34- acre homestead parcel occupied by a house, sheds, agricultural buildings, and cropland. The new owner, David Butler, desires to replace the existing (failing) POWTS systems serving the existing 4-bedroom home with a single compliant system. A series of 4 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 overland flow towards Pine Lake and its adjacent wetlands along the westerly property boundary. The test area is located on the shoulder of a ground moraine and is aided by a gentle rolling slope that averages 5%grade. The slope is linear -linear to convex -linear in shape and most on -site drainage flows west towards a low-lying marsh area on the adjacent property. The local landscape position and slope shape help to limit surface water flow across the test area, however, the existing driveway position and grading channels water towards the south end of the test area. An existing manmade drainage swale is located on the east of the test area intercepts overland flow and redirects it north around the test. Not all surface runoff is intercepted by this existing swale and a portion of it flows southwest through the test area adjacent to the pasture lands. A second drainage Swale needs to be constructed to intercept this runoff and redirect it further south away from the test area. An illustration of this proposal is depicted on the soil test plot plan (see soil test report). There are no public water features or FEMA-mapped floodplains on the property. Per ST Croix County GIS data, there are no mapped wetlands features on the subject parcel. There is an unmapped wetland feature (wetland indicator point) located approximately 160 feet southwest and approximately 6 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 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 characterized by Glossudalfs on forested silty upland 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, silty lacustrine, and alluvial deposits laid over a dense loamy till (see attachment 3). SOIL MAPPING: USDA Web Soil Survey data classify the soils in the tested area as primarily a Freeon Silt Loam. The Freeon series consists of very deep, moderately 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, end moraines, disintegration moraines, drumlins, and ice -walled glacial lake plains. Permeability is moderate in the silty mantle, slow or moderately slow in the till subsoil, and very slow in the substratum. The Freeon series is an Oxyaquic and Glossudalf subgroup of the Alfisol soil order. Oxyaquic soils are characterized by a seasonal high water table (see attachment 4). The Freeon series is an Oxyaquic Glossudalf subgroup of the Alfisol soil order. Soils belonging to the Oxyaquic subgroup exhibit a seasonal high water table. The Glossudalf great group of 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 5). SOIL CONDITIONS Overall, the soil evaluation revealed a relatively consistent topsoil and subsoil regime throughout the test area which comprised 4 observation pits. Topsoil (A -Horizon) depth ranged from 0-9 inches and was a dark brown (10YR 3/2-3/3) loam to silt loam with weak, fine, subangular-blocky to platey structure. Structure in some areas bordered on being considered massive. The majority of the test area is located within a garden. It appears that rototilling has historically been used to till the soil weakening and/or destroying much of the soil structure in the A -Horizon. Recognizing this, the owner was instructed to plant a cover crop to break up the rototilled soil and improve soil structure through rooting action. A cover crop of yellow clover was planted on June 151h, 2022. 1 conducted a follow-up site visit on 8/2/22 to evaluate progress (See photos attachment 6). The cover crop was well established. Due to recent drought conditions, the soils were extremely dry at the time of the observation making it difficult to properly observe structure. Soil structure does appear to have improved since the spring but remains generally weak. Abundant root channels and worm activity were present improving pore space in the horizon and reducing the overall bulk -density which should improve water movement through the horizon. A careful and thorough plowing that incorporates mound sand into the horizon is needed to ensure the A -horizon properly accepts effluent. The A -Horizon was followed by an E/B-Horizon containing a brown (10YR 5/3-5/4) silt loam to loam with a weak -to -moderate sub -angular blocky structure. Some weak-platey structure was observed in boring B2 and B3. The observed weak-platey structure diminished with depth and was not observed below 15". The platey soils in the upper horizons do not appear to be naturally occurring but rather a result of prior tillage activities or vehicle/equipment traffic. The mound plowing should extend to a depth of 12-15" to break up and re -orient these platelets to encourage the vertical movement of water through the profile. The E/B-horizon gradually transitioned to a reddish brown (7.SYR 4/4 — SYR 5/4) B-horizon containing a mix of loamy sand, sandy loam, and sandy clay loam with weak subangular blocky structure. Starting at around 22-35" soil texture became appreciably heavier and denser as the parent till was encountered. These glacial till -derived parent materials (C-horizon) were lighter than the overlying subsoils (7.5YR 6/2, 5Y 5/3). C-Horizon texture ranged from silty clay loam to silty clay with a very firm consistence in borings 131-133. Boring B4 consisted of a 7.5YR 4/4 massive sandy loam till. 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) topsoils of B2 and B2 between 6" and 9". This indicates that where present, Redoximorphic features can be observed in the dark brown topsoils of the A -Horizon. The lack of visible Redoximorphic features in the topsoils above 6 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 6" cannot be entirely dismissed due to the mixing of the horizon through prior tillage. However, given the landscape position, slope -shape, and soil texture in the A -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 silty clay loam and silty clay soils of 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 lower in the E/B and B Horizons, indicating that "perching" does take place in the upper horizons, but likely less frequently and for a shorter period of time. The lightly colored (7.5YR 6/2, 5Y 5/3) parent materials appear to indicate a reduced or depleted matrix. Such a condition would indicate the C-horizon experiences more prolonged saturation compared to the overlying soils. 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 soil test conducted on 8/11/21 by myself for Jack Linn on the adjacent property to the north (650 feet northwest of the test area) identified similar soil conditions to those observed on the subject property (see attachment 7). Mr. Linn's property also had "A+0" conditions with Redoximorphic Features present immediately below the topsoils. The parent material was notably different however on Mr. Linn's property comprising a mixture of clay loam and sandy clay loam (2.5Y 4/4). Mr. Linn's property is mapped as a Santiago Silt Loam by the USDA Web Soil Survey. A soil interpretive determination report has also been submitted and approved by WI DSPS for this site (PWTS-092102354-C). The conditions and recommendations of that report were considered in the preparation of this report. CONCLUSIONS/RECOMMENDATIONS: The site appears to be impacted by a "perched" seasonal water table that is likely caused by the densic silty clay loam to silty clay soils in the underlying 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 fl- inch subsoil horizon below the topsoil and therefore the site is all "A+O." Overall, topographic relief (5%), slope -shape (linear -linear; convex -linear), landscape position (shoulder), and soil texture (silt loam; 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. Due to the presence of weak and platey structure in the A -horizon, the basal area loading rate should be kept very low to ensure proper effluent infiltration and acceptance. A deep (12"-15") and thorough plowing before installation of the mound is critical. 6" of ASTM-C33 mound sand should be placed over the mound basal area before the plowing to allow incorporation within the A -horizon to improve infiltration. Finally, minimizing surface water runoff and snow melt around the mound area is essential. Upslope drainage must be intercepted and redirected away from the proposed mound area to prevent inundation as indicated on the soil test plot plan. THE FOLLOWING CRITERIA SHALL BE IMPLEMENTED IN THE MOUND SYSTEM DESIGN AND INSTALLATION: 1. The mound shall be installed on the 100.00 contour 2. 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/ft' 4. The mound shall have a minimum 30-inch ASTM-C33 sand -lift S. Pressure distribution shall be level and orifice density shall be kept at or below <9ft'/orifice 6. 6" of ASTM-C33 mound sand should be placed over the mound basal area before the plowing to allow incorporation. A deep plow (12"-15") is strongly recommended. 7. Mound installation shall 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 at all possible. 8. The site should be graded to divert surface water away from the mound system and downslope basal area. A second drainage swale needs to be constructed to intercept runoff and redirect it southwest around the mound as depicted on the soil test plot plan (see soil test report). 9. A cover crop shall be planted and maintained until mound installation occurs `\ �f /�1� � \` .•\^ l _^, f _.. `dal / ' r •,:, :y x, .— _ I , ,--- i •,.. sat, . Y i a py �r I a 41 ice' / �� � � ' /-�..�-- ,;7 .-1 i �'•.t, -- jj ............. _........_.._.._.._.._.._.._... _.._... ................................ .........._..__.._w... ....r... © ................... .•....I.h\IJI.h•I.v.r....h..\II.y\IJ.\IJ.►.•w1I.i1.-......r....r..... r..... w..ww«r r..• •.. w..• •........... Ill �.•w.w •.....• •............• • 1••.r • I1 _rr. ...«. •..•. r. •. •......... w.. _. • .....•...VV•11\1J•1/.�•.••.wwrM'M`Rt'f.... .... .. w.w ..... Q • • ....... I.... . • . . . . . . . . . . . . . . . . • . . « . w . w ... _ • • w w • • • • • • • • • • • • • • • • • • • • 00 • • 0r of • •• •• • • • Z 1N31NHOViid ATTACHMENT 3 Official Series Description - FREEON Series FREEON SERIES The Freeon series consists of very deep, moderately well drained soils which are deep to a densic contact. They formed in loess or silty Iacustrine deposits and in the underlying dense sandy loam till on ground moraines, end moraines, disintegration moraines, drumlins, and ice -walled glacial lake plains. Permeability is moderate in the silty mantle, slow or moderately slow in the till subsoil, and very slow in the substratum. Slopes range from 0 to 20 percent. Mean annual precipitation is about 30 inches. Mean annual air temperature is about 42 degrees F. TAXONOMIC CLASS: Coarse -loamy, mixed, superactive, frigid Oxyaquic Glossudalfs TYPICAL PEDON: Freeon silt loam - on a convex 2 percent slope in a cultivated field at an elevation of about 1,200 feet. (Colors are for moist soil unless otherwise stated.) Ap--O to 7 inches; very dark grayish brown (I OYR 3/2) silt loam, light brownish gray (1 OYR 6/2) dry; moderate fine subangular blocky structure; friable; common fine roots; about 2 percent gravel; moderately acid; abrupt smooth boundary. (6 to 9 inches thick) EB--7 to 19 inches; about 60 percent brown (I OYR 5/3) silt loam (E), very pale brown (I OYR 7/3) dry; weak medium platy structure; friable; extends as tongues into or surrounds remnants of dark yellowish brown (1 OYR 4/4) silt loam (13t); moderate fine subangular blocky structure; friable; few distinct dark brown (7.5YR 3/4) clay films on faces of peds; common fine and very fine roots; many very fine and few medium tubular pores; common coarse prominent strong brown (7.5YR 4/6) masses of iron accumulation; about 5 percent gravel and 1 percent cobbles; slightly acid; clear smooth boundary. (0 to 15 inches thick) 2B/E--19 to 39 inches; about 70 percent dark brown (7.5YR 3/4) sandy loam (Bt); moderate medium subangular blocky structure; friable; common faint dark brown (7.5YR 3/4) clay films on faces of peds; penetrated by tongues of brown (I OYR 5/3) sandy loam (E), very pale brown (I OYR 7/3) dry; weak thick platy structure; friable; few fine roots; many fine tubular pores; common coarse prominent strong brown (7.5YR 5/8) masses of iron accumulation; about 12 percent gravel and 1 percent cobbles; strongly acid; clear smooth boundary. (The glossic horizon ranges from 5 to 40 inches thick.) 2Bt--39 to 53 inches; dark reddish brown (SYR 3/4) sandy loam; moderate fine and medium prismatic structure tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material; firm; few fine roots; common fine tubular pores; common fine and medium vesicular pores; common faint dark reddish brown (SYR 3/4) clay films on all faces of peds; very few prominent brown (1 OYR 5/3) silt coats on vertical faces of peds; few coarse prominent strong brown (7.5YR 5/8) masses of iron accumulation; about 5 percent gravel and 1 percent cobbles; strongly acid; clear smooth boundary. (5 to 30 inches thick) 2BCd1--53 to 69 inches; dark reddish brown (SYR 3/4) sandy loam; weak very coarse prismatic structure tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material; firm; many fine tubular pores; few medium vesicular pores; common faint dark reddish brown (SYR 3/4) clay films on top faces of peds; few medium prominent strong brown (7.5YR 5/8) masses of iron accumulation on vertical ped faces; about 5 percent gravel and 1 percent cobbles; moderately acid; clear wavy boundary. 2BCd2-69 to 85 inches; dark reddish brown (SYR 3/4) sandy loam; weak extremely coarse prismatic structure tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material; many fine tubular pores; few medium vesicular pores; common faint dark reddish brown (SYR 3/4) clay films on top faces 11 https://casoilresource.lawr.ucdaMs.edLdsdenseries=teeonMosd 1/4 8/9J22' 3:36 i TtAC H M E NT 3 official Series Description - FREEON Serles of peds; a u percen gravel and I percent cobbles; moderately acid; clear wavy boundary. (Combined thickness of the 2BCd horizons ranges from 0 to 70 inches.) 2Cd--85 to 100 inches; reddish brown (5YR 4/4) sandy loam; massive tending to part along horizontal cleavage planes to weak thin plates; firm; dense and compact; about 5 percent gravel and I percent cobbles; moderately acid. TYPE LOCATION: Banton County, Wisconsin; about 3 1/2 miles south of Barron; 1100 feet north and 200 feet west of the southeast comer, sec. 16, T. 33 N., R. 12 W. Dallas USGS quadrangle; lat. 45 degrees 20 minutes 30 seconds N. and long. 91 degrees 51 minutes 35 seconds W.; NAD27. RANGE IN CHARACTERISTICS: Thickness of 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 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 that it ranges to neutral in the Ap horizon where the soil is limed. Reaction ranges from strongly acid to neutral in the substratum. Redox concentrations are within 40 inches and occur as high in the profile as the E horizon in some pedons. Redox depletions are below the upper 10 inches of the argillic in some pedons. Saturation occurs below the upper 10 inches of the argillic, but within a depth of 40 inches at some time in most years. The Ap horizon has value of 3 or 4 and chroma of 2 or 3. Uncultivated areas have A horizons, I to 4 inches thick, with hue of 1 OYR, value of 2 or 3, and chroma of I to 3. Some pedons have an E horizon with hue of 7.5YR or I OYR, value of 4 or 5, and a chroma of 2 or 3. Colors of 4/3 and 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 1 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. Freeon 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, 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 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 horizons 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 2Bt 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. Bulk density ranges from 1.65 to 1.90. 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. Clay content averages more than 7 percent. Bulk density ranges from 1.8 to 2.0 gm/cc. Some pedons have pockets or strata of loamy sand or gravelly loamy sand. 12 https://Casoilresource.lawn.ucdavis.edu/sdet?series=freeori#osd 214 4P Z7 N 45' 72T N ATTACHMENT 4 3 Soil Map --St. Croix County, Wisconsin 3 e P Slaitl SIBBBD 549M 51® som 3 h Map Sole: 1'.2,280 ( proud on A port (8.5' x I1') sheet. N Meters c 0 00 al 12) 180 A 0 100 200 4m 6m Map projection: MAeb MeroOor Cnr w rnordnates: VJGS84 Edge U6: U1M Zone 15N WGS84 �Spp Natural Resources Web Soil Survey i Conservation Service National Cooperative Soil Survey 3 �d 8/9/2022 Page 1 of 3 45' 24N 45' Z27N ATTACHMENT 4 MAPLEGEND Area of Interest (AOq Area of Interest(AOl) Soils F Soil Map Unit Polygons ^/ Soil Map Unit Lines Soil Map Unit Points Special Point Features V Blowout ® Borrow Pit Clay Spot 0 Closed Depression X Gravel Pit Gravelly Spot O Landfill A. Lava Flow Marsh or swamp Mine or Quarry O Miscellaneous Water C Perennial Water y Rock Outcrop + Saline Spot Sandy Spot Severely Eroded Spot C Sinkhole Y Slide or Slip 0 Sodic Spot Soil Map —St. Croix County, Wisconsin MAP INFORMATION ® Spoil Area The soil surveys that comprise your AOI were mapped at Q Stony Spot I :15,800. ® very Stony Spot Warning: Soil Map may not be valid at this scale. wet Spot Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil Other line placement. The maps do not show the small areas of Special Line Features contrasting soils that could have been shown at a more detailed scale. Water Features Streams and Canals Please rely on the bar scale on each map sheet for map Transportation measurements. art Rails Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Interstate Highways Coordinate System: Web Mercator (EPSG:3857) US Routes Maps from the Web Soil Survey are based on the Web Mercator Major Roads projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Local Roads Albers equal-area conic projection, should be used if more Background accurate calculations of distance or area are required. . Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: St. Croix County. Wisconsin Survey Area Data: Version 17, Sep 9, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed. Oct 4, 2010—Jun 6, 2016 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a resu8, some minor shifting of map unit boundaries may be evident. IFJU Natural Resources Web Soil Survey 8/9/2022 i Conservation Service National Cooperative Soil Survey Page 2 of 3 ATTACHMENT 5 71 Loess Loamy Glacial Till al \��//_ ���— dv� ( \�� \ oe s` fill �� • / — T - — PISInbo ` Reside �ndsion = ��r,� Andy 4 � ' ;� � ':.• � � � ' — sits pe silty, ` ^�� Alf�vl�. Cod/ RSaesid Loom Um n�' th.;G Residd ` sits DeP° :... ... ^dst017 15 y Ar � , :_ S. •; 'ram_ 7 e'07 IN- -AV41 It it ,� �� i :iJ�' ���`• lip t T t _ t +p ,, .�� ov 0 ATTACHMENT 7 Wisconsin Department of Safety and Professional Services Page 1 of 2 Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385. Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 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. 012-1075-80-200 Please print all Information. Reviewed by Date arsonal information you orovide may be used for secondary Dumoses (Privacv Law_ s 15 04111rm)1_ Property Owner Property Location: Jack Linn (Buyer) Govt. Lot: SE Y. NE Y. S 36 T 30 N R 17 W Property Address Lot # Block # Subd. Name or CSM# TBD US HWY 63 City Stale Zip Code Phone Number ❑ City ❑ Village ❑l Town Nearest Road Baldwin IWI 154002 1 1 1 Erin Prairie US HWY 63 ❑Q New Construction Use: 0 Residential/Numberof bedrooms 4 Code derived design flow rate 600 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: site is all •A.0' and suitable for holding tank system only. Site is good cendldate for soil saluralion deletmination (Interpretive Determination). LF = 0' (Redoximorphic lealures) 1❑ Boring # ❑ Boring pit Ground surface elev. 100.00 ft. Depth to limiting factor 0 in. Horizon Depth In. Dominant Color Munseil Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 •Eff#2 1 0-7 10YR 3/3 1 2f-msbk mfr cs 2m-vf 0.6 0.8 2 7-11 1 OYR 4/4 c1d 7.5Y R518 & 10YR 6/1 cl 2mabk mff-mvfi gs 1f-vf 0.4 0.6 3 11-17 2.5Y 4/4 c2d 7 SYR 416 a 10YR 5n cl l f-mabk mvft gs 1 of 0.2 0.3 4 17-24 2.5Y 4/3 m2p 5YR 416 8 7,5YR 512 cl-c 1fabk-0m mvfi 0.0 0.0 2❑ Boring # ❑ Boring Pit Ground surface elev. 98.00 ft. Depth to limiting factor 0 in. e..a n...d:...,u..., o..r.. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cant Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftt •Eff#1 'EH#2 1 0-8 10YR 3/3 - sit 2c-msbk mfr cs 2m-vf 0.6 0.8 2 8-18 1 OYR 4/4 eld 7.5YR 416 8 10YR 512 cl lfabk mff gs If-vf 0.2 0.3 3 18-25 2.5Y 4/3 m2p 7.5YR 5/8 d 7.5YR 5r2 cl-c 1 fabk-Om dvh 0.0 0.0 CST Name (Please Print) Signature CST Number Ryan Bechel SP-111500001 Address Date Evaluatio Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 08112/21 (651) 327-0074 5ldu-dJsu (m1411 b) 19 ATTACHMENT 7 El Boring 3 Boring # 0 pit Ground surface elev. 99.50 ft Depth to limiting factor in. Anil Annliratinn Rafe Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe •Eff01 'Eff#2 1 0-9 1 OYR 3/3 - sit 2f-msbk mfr cs 2m-vf 0.6 0.8 2 9-13 1OYR 4/4 f1d 7.5YR 518 & 10YR 6/1 sit 2fabk mfr-mfi gs 1f-vf 0.6 0.8 3 13-17 2.5Y 4/4 c2d 735YR 416 & 10YR 511 scl 2msbk mfr gs 1 f-vf 0.4 0.6 4 17-24 2.5Y 4/3 map 5YR 518 & 7.5YR 512 scl tfabk-Om mutt 0.0 0.0 4❑ Boring # ❑ Boring Pit Ground surface elev. 100.40 R. Depth to limiting factor 0 in. Snit Annlirafinn Ra1n Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 1 0-8 10YR 3/3 - sit 2f-msbk mfr rs 2m-vf 0.6 0.8 2 8-12 10YR 4/4 f1d 7.5YR 518 & 10YR 52 sicl 2fabk mfi gs 14vf 0.4 0.6 3 12-17 2.5Y 4/4 c2d 7,5YR 4/6 & 10YR 511 sicl 2mabk mfi-mvfi gs 1 f-vf 0.4 0.6 4 17-26 2.5Y 4/3 m2d 7.5YR 416 & 7.5YR 52 cl 1 fabk-Om mvfi 1 of 0.0 0.0 5] Boring # ❑ Boring N Pit Ground surface elev. 93.60 ft. Depth to limiting factor 0 in. Anil Annliralinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' •Ef1#1 'Eff#2 1 0-8 10YR 3/3 - sit 2f-msbk mfr cs 2m-vf 0.6 0.8 2 8-14 l OYR 4/4 f1d T5YR 518 & 10YR 52 sicl 2fabk mfi gs 1 m-vf 0.4 0.6 3 (5°% rock) 14-19 2.5Y 4/4 c2d 7.5YR 416 & 10YR 5/1 cl-scl 2mabk mfi gs 1f-vf 0.4 0.6 4 (5% rock) 19-25 2.5Y 4/4 m2d 7.5YR 416 & 7.5YR 52 cl Om mvh 1 f-vf 0.0 0.0 ' Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L 20 ATTACHMENT 7 Borin # El Boring g 9 Pit Ground surface elev. 89.10 ft. Depth to limiting factor in, Snil Annliratinn Rat^ Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 -Eff#2 1 0-13 10YR 2/1 Of 5YR 5/8 sit lfgr-lfpl mfr gw 2m-vf 0.4c 0.6 2 13-26 10YR 3/2 c2d 5YR 416 & 5YR 5/2 sil-I 2mpl mfr 1 m-vf 0.0 0.2 ❑7 Boring # ElBoring ❑ Pit Ground surface elev. ft. Depth to limiting factor_ in. Snil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff01 'Eff#2 g❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor_ in. Snil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 I 'Eff#2 ' Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 5 150 mg/L 21 wave :also as = .1 :albs %JIoJd79lJ3 Jo UIAOl MLT'fl NOU 9CS i/I 3N 4/I 3S :le6al Dip DOE-08-SLOI-ZIO:OId zwt,s IM'uwm E9 AMH Sn M uun w r :110A aaavaaaa 3AV H10EI (w>• "I-) &W NOLLYMI :uopnqulsla xL=adw 00.0DI=mar (Mwa� alplau.Opaa) dMV. A = lO.P. Va+PI 00o- IWp MUM "adm4 Nw uMA wn &ON A **%Due JHV. F s w :V1s :quay dmna :P)usl m sg po � idol uo wn-- 4 m; wd mwskm m.un NV n" -,wu vap**- 4advA A mu wwt 'AZ3ls B= NOILWU m 311149CO Ta KUW ALL iwu mm 4 AIWAMM ON VOMr,45 bo aW P- WMq Nop-&l m/po SMV%W p woo P@PW VIM W- — *-'WG9 Ia 04L MIVm P*c1 Pw 4M 4W SMWP� 4 po*w*m po WWd W I+W m4 UMOM TLL 'E.M PWMO + + + + +1 + + + + + + //////////////////////!//////� + + + apeuoAe,E#aq �I'd LOOS W + tpvF8ulnkudol ie + + + + + + + + + + + + + + + t +' ///////!// //////// � anoge bZ) ///////// /////A //// aded /� T do + + + in� + + + S� + + + + t + + + + + + + + + i///////////////------////1�L1_%/////////i p- •,-i T% %/ / / Ll-c1-.------- + + -0. r T/ /Y 4-1 ��----- peal Plal.4 --------------- �(/Try =Z«.=✓'-= -�_���-ram `i 11Lc Lf1_«t �7 ssSluauoduim waasds WayMuls WS< pa0�l aq 03 eaM:a I plm d qs ajmnQ I LIjIM dogs arrgn3 0.. \ $, i ,OOZIT vC E9A"sn Pl'd lsea 01 W! 08 ps ls� wspsAs Uw4v wL<aas U*MP w•wlauoe O IOU SWI aado)d uv. 1V1N3nNO31AN3 a3:)NYAaY �l c ' o I o� 09•re ls� se ,OS� SIZ J nv3s L—£9ZZ 0 MUMP(S 6UPWOu3 )O Au6Wa0 3 W HI I I— LO,»1 NOSPaO� Ui)AS :Aubp(l ATTACHMENT 7 SCC ArcGIS Web Map 8/20/2021, 4:08:43 PM 1:4,514 0 150 300 600 N ® DrainageEasement Limited Common Space or Park I= SubdivisioNCSM Boundaries © ZONE AE i I • , T_ Public ROW Private Right -of -Way Flood Hazard Areas ZONE AE - FLOODWAY 0 40 80 160 m Lot E77 Tax Parcels [a) ZONE A WDNK SCC COD, SCC COD. FEMA, SCC Coo Web APPBU;l fa A CGIS SCC CDD I WDNR. SCC COD I SCC COD aW SCC Highway Dept I FEMA• SCC COD I COD antl NPS I N86wW GebepatlaWntagence Apen[y (NGA); DeRe Stet UnWmsV, Esd I att kd&4&"mt 5#"oo�, Sf . RD couNnr 1vo. 645415 STATE SANITARY PERMIT (a% Hwy 63) _- PREVIOUB NO. OWNER PLUMBER TOWN Tip N9 RMIT EXPIRES R_ 1- _*o BLOCK 4� SUBDIVISION CHAPTER 145.135i2) WISCONSIN STATUTES (e) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal (1) 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. D ISSUING OFFICER - DATE UNLESS RENEWED POST IN PLAIN VIEW 00Z THAT DATE VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (R11/20)