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004-1028-20-020
L TYPE MANUFACTURER CAPACITY Septic W (G012. Be0 Dosing ration t"mn�/Ob. tl ding TANK SETBACK INFORMATIOW TANK TO P/L WELL BLDG. Vent to fur Intake ROAD Septic [ >(pD i eDf ti {� ?goal. Dosing t, tt It ( EO .. / > 2eo Aeration Holding PUMP/SIPHON INFORMATION (�Q Manufacturer -ZEE L6R GPM .y- Model Number /�/ 249 lop TDH Lift Friction Los System Head TDH Ft D. S 3 -d! 13.8� Forcemain Length t is ,r Dist to Well r 3fl 1 > 7�0 SOIL ABSORPTION SYSTEM warn 9 r DIMENSIONS SETBACK SYSTEM TO INFORMATION - _- - DISTRIBUTION SYSTEM HeaderrMandold tt Distr Lyr t pPpe Length AL ' Die ` Leng SOIL COVER 1QkE,11-o1 -b9t 1_3zr 1 s )oar nain Department of Commerce SafetyPRIVATE 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 /5 04 (1)(m)I Permit Holtler's Name city village Township Oleq A. Radysch and Melissa E. Kemd TOWN OF CADY CST BM Elev 11" Insp EM Elev r SM Description 6D•a lip. GS-F VL t- TANK INFORMATION ELEVATION DATA STATION 8S HI FS ELEV. Benchmark All BM Bldg. Sewer II,ZZ b.lgl St/HI Inlet 12.62 SI/Ht Outlet Dt Inlet DI Bottom ��•z0 �!, Zo � Header/Man. r Dist. Pipe 10/.3S Bot System trial Gra �Lvclt ha, at rZ'FS.ZiLcla, a.,e St Cover •lip.( Sao 0/�3 � 10 Of Pits CHAMBER OR UNIT rj 1 t (f t x Hole Size Ix -Hole Spacing 5 l y Spacit `{'� )It to 3. o Depth Over Depth Over xx Depth of o y....... W... y xx Seeded'Sodded xx Mulched Bed/Trench Center BedlTrench Edges Topsoil Yes No - - Yes No vvmmMnr I o: (Include code discrepencies, persons present, etc.) Inspection Location: 421 320TH ST 1.) Alt BM Description = 2.) Bldg sewer length = qp - amount of cover = -,414- 3 j Re r-L "i &-I- M &u-'r,"I �" T t r t l G aAce�cn e✓ueQ q�v�� MSC Plan revision Required? Yes A No Use other side for additional information, SBD-6710(R. 3/97) Date — Insep �Sgntu�,e- Inspection #2: itzp a (--/P �/ .5-2 4 Can No rk .� Industry Services Division County �8 'a p 'v% S EP 0 6 2022 1400 E Washington Ave P.O. Box 71 Sanitary Permit Number (to be filled in by Co.) i ` Madison, 137 c c rn ln"I) 6 it Application In accords 383.21(2), Wis. Adm. Code, State Transaction Number submission of this fonq to the appropriate governmental unit —Address is required prior to obtaining a sanitary permit. Note. Application forms for state-owned POWTS are submitted to roject (if different than railing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary purposes in accordance with the Privacy (aw, s. 15.D4 I m Stan. �1 32or� 1. Application -information Fkau Print - All Information Property Owner's Name sec pgrcel N 000 ZG-02D Property 's Mail' Add u7- 12[-,�h IS Property Location Govc Lot � A Section-71 City, state Zip Code Phone Number �Vj, _0 U, Type of Building cbeck all that apply) Lot N Subdivision Name I or 2 Family Dwelling -Number of Bedrooms / ❑ PubiiOCommerciall - Describe Use Block N ❑ Ciry of ❑ State Owned - Describe Use Village of CSM Number —7(� 7 y Tovmof AC 111. Type of Pertark: (Check only one box oo line A. Complete line B if applicable) A New stem Sy ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System (explain) B• ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Pxphadon Owner 1V. Type of POWTS 3 stem/Coe onerlevict: Check all that apply) ❑ Non -Pressurized In-Oround ❑ Pressurized In -Ground ❑ At -Grade ❑ Mound> 24 in. of suitable soil ours < 24 in. oe so' �j r ❑ Holding Tank ❑ Oder Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Db rsal/TieatmentArea Wformation: U✓ Des Flow )pd) Design Soil Application R gpdsf) Dispersal Area Required s0 Dispersal Area Propo (sit System Elevation o ys � y 00- 6 VI. Tank Info • Capacity in Callon+ Total Gallons N of Units Manufacturer (unn[,, G Gl'� �I r� 'y�, 13 Y, 3, New Tanks Existing Tanks y U to to ti t5 4 Sap& or Holding Tank U ( ( ( i CC i^( a4 /A Do*4 `tembert SLRI I/ ;p 1 , E ' r' C m ve-+q VII. Responsibility Statement- L the underaillined, assume responsibility r installation of the P6 bona on the attached lam. PI s Name (Print) Plumbal' lure umber Business Phone Number `1 �� Plumber's Address (Stroel, City, State, f ip Code) `>Sri Il. Court /D rtment Use Only Approved I ❑ Disapproved Permit Fee $6 -(5-. 490 Date Issuing Agent ttro ❑ Owner Given Reason for Denial Ui, Cgq r"Approval/Re ssonst for Dliapproval 3 Ir',1 y�N 3 yl S ✓K / / 1. Septic tank, effluent filter and Q r GIYC �dispersal cell must be serviced/maintained ` 1 %J-C h7-r� 7•- as per b ack ,e meat plan provided by maintained 111 V/LV ��� W � �Vl,� s l�s j�✓1 2. All setback �equiramants must be mginhinad J r / at err spryocable code/ordinances. l Attach to complete plane eu the ryebn and subtelr ry eha countyonly on paper not MN than a Q x 11 ksebes In live Thar, �•, SBD-6398 (R0313) Designer. Ryon Bechei © 2022Advanced Certified! Sol Tester. 133OB32 Environmental UC. Designer of Engineering Systems: D 2263-7 All rights reserved. BM1 = 100.00 Top nail in split ��� hardwoodd tree (26 above grade) BM2 = 100.0097•g� Top 1" PVC pipe �O (18" above grade) Q� 100.60-� ------------------- ------------------- i WJ Wie)eQ� SCALE 20' o, ADVANCED ENVIRONMENTAL Qe 95.65 'All property lines not Q Benchmark drawn are >10011 from system 1$� Soil Boring �Poow M Wieser 1000/65o w/ Be!5GF-10 tea,, lee /N S•pt"rr,i4.4 t80' 4" sch 40 or 3034 PVC Fence t20' 2" sch 40 PVC -----------------------� Driveway I -------------------- YGarage; **Well to be located >50ft New from soil treatment area & �// // // //1 >25ft from tanks** i �l� �// 3BR I/j/// Home M SYSTEM NOTES -Wieser 100O0650 gallon 2tarpartmenl tank -Bring risers 1' abmin final grade -Best GF-10 Bter wl alarm -Do not route dear water sources into septic tank A s •r Pump Tank-U6 gallons -Pine reins • zsppm Q 167ai -More tank as reressary; mismahl se a0adaO r�� J -RemWab pump Fiction Loss and TDH alan -Evad winner. time meter, a water mew momeudWd Soil Treatment Area: -V x 57'Aggegak Mard (A x B) -76.3' x 3B cuside dkneregra X x W) -100.6T SY*m devation on 100.00 contour -r ASTM C33 send BI (D) -W stmpa kah to pour k add digging -Maw Woke absorption area and remove cliipWSs -Ptow absorow area to do d" -0ttat solace waler�fmm� -Praed iS dowaslope absorption arm from wmpacpm during matruarwu 0" to restktian = 2r (Retiarruphic features) Distribution: -M 5r lop 1? Kh 40 PVC Marais with dasrpub-more slxkuder moss for Potoctian -Lateral lop alwalon =101.29 -1 t Mader, end -led retwort t}' oriim @ 3A'spari g -Lehreb to be speed I lr from end d bed Uil' o sides -Demand dose loal settings pet design LOCATION MAP (not to scale) 45TH AVE T H 0 fV M PREPARED FOR: Oleg Radysh 421320TH ST WOson, WI 54027 PID: 004-1028-20-020 35.41 Legal: SW 1 /4 SW 1 /4 S12 T28N R15W Town of Cady lYrpasd Skoernrnt This sretem ban been ad erctiotsd In asadaas Well 90ots and land codes. 7M ecl tssotrsra aeo mess nwnati+ paced wow dYbrbage ond/ar beta and after m.trutlws Scale: I• - 40' Date: 8/17/22 Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison, WI 53707 August 30, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-08-30 Plan Review: PWTS-082202074-C RYAN GARY BECHEL 779 Spring Creek RD S Red Wing MN 55066 SITE: 01" Ridysh 41 320TH ST Town of CADY St. Croix County Total Amount: S250.00 FOR: Description: 450 GPD (3 Bedrooms — New Construction) Maintenance Required Phone: 608-266-2112 Web: htlo://dsos.wi.aov Email: dapskwisconsin.aov Tony Evers, Governor Dan Hereth, Secretary Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE Mound Component Manual - Version 2.1 (May 2022- 2027) Pressure Distribution Component Manual - Version 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, scats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on -site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Divert surface water from all POWTS Areas. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. if it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11 xc) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Pump Floats to beset and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 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 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. Thanks,, q t/, U.¢0Z1a er Aemv POWTS Plan Reviewer— Wastewater Specialist Department of Safety & Professional Services I Division of Industry Services Email: tim.vanderleest(dwisconsin.gov Cell: 608-516-6134 CondfOo W APPROVED D SERES ADVANCED DIVISION OF INDUSTRY SERVICES ENVIRONMENTAL Z,_L.L,4•.t SEE CORRESPONDENCE Property Owner/Client: Oleg Radysh PIN: 004-1028-20-020 Site Address: 421320TH ST, Wilson, WI 54027 County: ST Croix INDEX Pg. 2 SITE PLAN Pg. 3 SOIL DISPERSAL COMPONENT Pg. 4 EFFLUENT DISTRIBUTION LATERALS Pg. 5 TANK SPECIFICATIONS Pg. 6 DOSING AND PUMP SELECTION Pg. 7 MANAGEMENT PLAN Pg. 8 MANAGEMENT PLAN Pg 9 FILTER MAINTENANCE Pg. 10 MATERIALS ESTIMATE Pg. 11 SOIL TEST Pg. 12 SOIL TEST Pg. 13 SOIL TEST Pg. 14 SOIL TEST DESIGN PARAMETERS FLOW.' Wastewater Type: Residential Estimated Wastewater Flow: 300 gpd Design Flow: 450 gpd SOIL & SITE EVALUArION.• POWTS Type: Mound Limiting Condition Depth: 28" Maximum System Depth: Above Grade Contour Elevation: 100.00' Limiting Condition Elev: 97.67' Land Slope: 19% Comments: # Bedrooms (residential): 3 # Occupants (per capita flow) : _ Public Facility Flow: NA Treatment Level: Effluent 1 Code Required Separation: 36" Soil Texture: L In -situ Soil Application Rate: 0.6 gpd/f Dispersal Cell Loading Rate: 1.0 gpd/f POWTS DESIGNED PURSUANT TO: Mound Component Manual (Version 2.1) Pressure Distribution Component Manual (Version 2.1) New 3BR home. No home business. No sewage ejector/grinder proposed. 0%% 111l I"nna ``��SC 0 NS jN.,,�% BECHEL D-2263-7 RED WING MN ADVANCED ENVIRONMENTAL LLC 779 Spring Creek RD S, Red Wing, MN 55066 (651) 327-0074 Dnigler. Ryon Beohel p 2022 Advanced Certified Sol Teeter: 13MM Environmental LLC. Daefgror of Engktsering Sptama D 2293-7 All nights reserved. 131`11 = 100.00 ley Top nail in split hardwood tree ((226 above grade) ti BM2 = 100.D0IS 97 t/G'� Top 1" PVC pipe �O (18" above grade), 100•0O 82 ADVANCED E N V I R O N M E N T A L 0 tT it 95.65 Wieser 1000/650 w/ Best GF-10 //l 'All properly lures not O Benchmark drawn are >100h from sydem Sal Boring t80' 4" sch 40 or 3034 PVC Fence n —z—z—z—z—z—z—x—z—z—x—x z— sch 40 PVC ------------------------------------------------------------<</_1��%1/� Driveway I •------------------------------------------------ - —------ (Garagen **Well to be located >50ft New from soil treatment area & '/ / / /A >25ft from tanks** / j// 3BR Home /el ti �J SCALE 20' U' C.erwe erarmt lade ssdn has basin dad{rwd me s.dlyded 1, asmdms aft err err land mnY. 11m sod trasurrR eras must rondo probsowd non dMYibm and/W oaneosa beams sad air om.Yuosa. NO MWIY 0 WK TPW IM S13 M'AL DDNINE 10 nOL'Oal aQMW* !*later rent M gWft m'" 11 f dW nat/ aaamna manomant "m IN aon aft an Maps sme and ndrlanmoa Septic Task: -Wear 10p0ti50 pion 20inparbmd tank $trig risers 4' above final grade -Bass GF-10 filer wl alarm -00 not mule dear water wan into septic lank Pump Tank: -646 galore -Pump raetls • 25gpm ®15TOH -Mae tank as necessary maintain all s ibacts -RoukJaw pump Frkton loss and TDH alley kswr -Event carter, we meal, or wmer meter Iecamended Soil Treatment Area: -r x 57'AgpM* Mond (A x 0) .76.3 x 36 adskle dnermms (L x N') -100.61' Flown Neraem on 100A0' Oxibur -r ASTM C-33 SON A P) -CIF shnpa lusb b gmrd: amid dDPg -,low refire abso p area and renew cipptge -Plow absapam area b depb of -T -Diren wdam wMermaan� -Pmw 15, da inslom abampddn"bom tompacdm "N omeblx:aon -Dept b restnctim = 261Radmarlmphic led ) Distribution: -M 54'"1 f sch 40 MI I win dwoj%w sproMor boxes fix -Lawral W devamn =101.27 -1 i leader. mrFwd neMvok t� muss ® 3.0'spedng Lanais b be spacad 18• Man end of bed d 24• b Was .Di dose loaf sarongs per dOW LOCATION MAP (not to sods) 45TH AVE I— N SITE M PREPARED FOR: al" Ratty 421 320TH ST Wilson, WI 54027 PID:004-1028-20-020 35.41 tel: SW 1/4 SW 1/4 S12 T28N R15W Town of Cody Stake: I' - 40• Date: 8/17/22 MOUND DISPERSAL AREA Obs. pipes 7�� fV/T/ A 8.0' F 9.5" J 3.7' B 57.0' G 6.0" K 9.7' D 8.0" H 12.0" L 76.3' E 26.2" 1 24.3' W 36.0' Observation Pipes (1/10th of B) 5.7' Dispersal Area Required: 750 ft2 Absorption Width (A+I) 32.3' Dispersal Area Proposed: 1839 ft2 Dispersal Cell Media: 112"- 2-112"Aggregate Gsotextiie Fabric 102.46' 101.29' Topsoil A Seed 100.67' }" 2 Aggra� y rASTM C-33 SAND -- Plow (r- r deep (min.) 100.00, 199a prior a placMg sand OBSERVATION PIPES Screw -type or slip -top cap W Finished Grade (mulched & seeded) 4" SCH 40 PVC pipe Top of pipe to terminate at Topsoil cover or above finished grade (I'minimum) x 6" slots spaced 900apart Anchoring Device Infiltrative (Toilet flange) surface Page 3 DISTRIBUTION NETWORK SPECIF/CA TONS ---------------------------------------------------------------------------------- Manifold Detail 101.29' 02 4.0' I 0 1 1/2" i 0 1 1/2" -------------- ---- --- —-------------------------------------------- '. Pipe Selection Forcemain Diameter: 2" Header Diameter: 1 1/2" Lateral Diameter: 1 1/2" "All pressure piping to be Schedule 40 PVC unless otherwise specified `* Cleanout Detail SpIu*W DOA\ Ball wNe Threaded cap 1 (recommend 1\ J Sweep / JJ/J/ or(2)45'/ Lateral Discharge Rate (OrOces Per LateralX Or/f/ce Discharge Rate) Orifices/Lateral 19 X 0.66 gpm Orifice Discharge Rate = 12.5 gpm System Flow Rate (Or/flces Per Lateral X # Laterals X Orifice Discharge Rate) Orifices/Lateral 19 X 2 Laterals X 0.66 gpm Orifice Rate = Orifice Density (Bed Area + Total Number of 12.0 ft2/orifice Page 4 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 over building sewer; Insulate if greater> 30' long and <41" from grade or if < 60" from grade under all high traff c,1snow cleared areas (driveways etc.) • If forcemain will have a 'l-Hook*assembly, drill a weep hole In the 'hook' • Building sewer. No 90% keep 3 feet between 45's, maintain 1 Inch In 8 feet (1%) slope, Install W wo.h "co"ttul boa With s•P•ce, Pw v W AJ csmw s 103.75' 98.50' Oukk OWCOnlra l-Cwn Out -- ---------- Iw...r.In 4-SON b we a 94.75' 92.92' Im t ID a...M NW r.•+IP P 4 EAINW f4Mr\ .on" PVC FbWI TIN I C��pN 90.25 P CyQ\G V490 Hole 89.00' 4• Ptawo eloa Tank Manufacturer/Model: Wieser - WLP1000/650-MR ----------------------------------------------------------------------------- Filter--Manufacturer-/Model: Best- GF-10 ------------------------------------------------------------------------ Panel Manufacturer/Model: SJE Rhombus - Tank Alert 1 (�4' CAST -A -SEAL— e21 a �/ (\ �I o �I FILTER OR I) I SAFr E I1 I SIDE VIEW WLP1000/650—MR TANK SPECIFICATIONS DIMENSIONS: WALL: J' BOTTOM: 7' COVER: S- MANHOLE: 24' I.D. PRECAST CONCRETE RISER HEIGHT: 54 1f2- O.D. LENGTH: 146 O.D. WIDTH: 94- O.D. BQOW INLET: 43' 0.0. CAST -A -SEAL UQUID LEVEL 3ar WEIGHT: 14.940 LDS. INLET AND OUTLET: 1 4' CAST -A -SEAL BOOT OR EQUAL GASKET. CAST -A -SEAL BOOT OR EQUAL I LET AND OUTLET BAFTLE AND FILTER: WISCONSIN. SEE DETAIL. rO (OTHER STATES SEE CHART) ( LIQUID CAPACITY: 26.32 cAL.A (PEPTIC) LOADING DESIGN: Y O' UNSATURATED SOL TANK CAR BE USED AS SEPTIC/SEPTIC, SEPTIC/ PUMP 4' VENT OR SEPnC/SPHON COVER: MI DESIGN /B (NO iWIER TANK: MIX DESIGN /10 (STRUM AL FIBER) — — CUSTOMIZED TANKS ,.,... �. FOR CUSTOM TANKS CONTACT WIESER OONCRETE PUMP PAD FOR APPROVAL MFR DLTE1 NODICTS NEUIMD 4Y: 1 x B i TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REOUIREMENTS 11 'L _—L-A Page 5 DOSE SETTINGS & PUMP SELECT/ON PUMP PERFORMANCE REQUIREMENTS Elevation Head: 11.5' 98.50' Distribution Head: 3.25' Equipment Head Loss: 0.0' Forcemain Friction Loss: 0.3 ft TOTAL DYNAMIC HEAD = 15.0 ft TDH 93.54' MINIMUM FLOW RATE = 24.9 gpm i DOSE REQUIREMENTS Minimum Dose: 49.7 gallons 92.421 305.7 gals 18.011 - A (RESERVE) Maximum Dose: 90.0 gallons 90.92' Design Dose: 82.0 gallons 51.0 gals . 31, B (ALARM) 90.67 ----- Forcemain Feet: 20' 85.3 gals 5.0" C (DOSE) Forcemain 0: 2.0" 90.25' -- Drainback: 3.3 gallons 204.0 gals 1214 D (PUMP COVER) TOTAL DOSE = 85.3 gallons ,• Ron25' ------ ---- o-0 Option 1: w 25 20 15 10 5 Zoeller - 98 PUMP PERFORMANCE CURVE MODEL •: ,5 .Coti` 10 5 Zoeller - 151 PUMP PERFORMANCE CURVE MODEL 151/152/153 2: 1 I lU LU JU 4U M tsu 7U UU d4'-I Page 6 ,5 .Coti` 10 5 Zoeller - 151 PUMP PERFORMANCE CURVE MODEL 151/152/153 2: 1 I lU LU JU 4U M tsu 7U UU d4'-I Page 6 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. No. Review this plan with your POWTS Maintainer at each visit; discuss any changes in product use, activities, or water -use. MANAGEMENT FREQUENCY Design Parameters System Specifications Number of Bedrooms 3 Septic Tank Manufacturer Weser Design Flow (gpd) 450 Septic Tank Capacity (gallons) 1000 Soil Loading Rate (gpd/ft2) 0.6 Effluent Filter Manufacturer Best Standard Effluent Quality Effluent 1 Effluent Filter Model GF-10 Biological Oxygen Demand (BOD) 220 mg// Pump Tank Manufacturer Wieser Total Suspended Solids (TSS) 150 mg/1 Pump Tank Capacity (gallons) 646 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 Total Suspended Solids (TSS) mg// Mound FOG Fats, Oils, Greases (FOG) - mg/1 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. ►id:%!65 system replacement area. :GULATOR.- ADDRESS: PHONE: Effluent 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. system site from traffic, oomjoactlon. etc. (if applicable) ..................................................................................................................... sT Croix County Zoning Office 1101 Carmichael RD, Su/te 1200, Hudson, Wl 54016 (715) 386-4680 Page 7 START-UP & OPERATION For new constructlon: Prior to system operation, check septic/pump tanks for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cells. If high concentrations are detected, have the contents of the tank removed by a licensed septic professional prior to use. System start-up shall not occur when soils are frozen at the infiltrative surface. During power outages: Pump tanks may fill above normal high water levels for system utilizing pumps. When power is restored, the excess wastewater will be discharged to the dispersal cell in one large dose potentially resulting in overloading of the cells. Backup or surface discharge of effluent may also result. To avoid this situation, it is highly recommended to have the contents of the pump tank removed by a licensed septic professional or have a septic professional manually dose the system to return the pump tank to normal operating levels prior to restoring power. Do not drive or park vehicles over any septic system components. Do not drive, park over, or otherwise disturb or compact the area within 15 feet downslope of any mound or at grade system or secondary septic system site. MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum, and to check for any backup or ponding of effluent on the ground surface. Access openings used for service and assessment shall be sealed watertight upon completion of service activities. Any unsound/defective access openings shall be replaced immediately. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. Ponding of effluent on the ground surface may indicate a failing condition that requires immediate attention by a licensed septic professional. Tanks must be pumped when sludge accumulation is within 12 inches of the bottom of the outlet baffle, or whenever the scum layer is within 3 inches of the bottom of the outlet baffle. In no case shall total sludge and scum volume occupy greater than 25% of the tank liquid capacity. The effluent filter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless provisions are made to retain solids in the tank that may slough off the filter during removal. If the filter is equipped with an alarm, the 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. WARNINGII SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK. Page 8 Installation Instructions for the GF10 Filter Step 1: Locate and remove the septic tank cover, on the outlet side of tank. taaaaaaaaa� .�J Step 2: Before Installation, place the Inter case on to the outlet pipe. Make sure the case Is positioned so the filter can be removed from the tank for mainte- nance and service Step 3: For installations that require or desire additional supporL (if additional support is not needed, go to Step 4) Glue a section of i' Sch. 40 pipe to the two hubs located on the bottom of the case and the hub located on the sloe of the case. taaaaaaaa� tttttttttttt� w Step 4: Glue the filter case onto the outlet pipe. Insert the filter cartridge Into the case. (Make sure the filter is completey inserted Into the case.) asTv Shp S: For Installations where it will be dif Kuh to reach the handle, place l' Schedule 40 pipe Into the tee on the handle and estend It to height that will make it easy to remove the filter. Installation of an Saone as a new system only the septic tank , existing system. mattbepurrw"prlertomir"atlon. Maintenance of the GF10 Filter A tkna frame in which septic tans are serviced Is set by state and local codes. Although *wy may be dMkeent, most regulatory agencies suggest two to five years. We recommend the GF10 filter be cleaned when the septic tank k normally cleaned and pumped, or as needed WARNING: If the liquid level in the tank is above the top of the filter, pump the tank prior to removing the filter cartridge. lO CAUTION: USE RUBBER GLOVES WHEN HANDLING FILTERS! Stop l: Remove the septic tank cover and pump the tank if necessary to prevent any sollds from escaping to the field when the filter Is removed e � Slop 2: Vtll the filter Shp 3: While holdkg the Step 4: Insert the cartridge hirrAe and slide the filter filter cartridge ores the back into the case making out of the cam access openkg of the tank. sure that It is properly rinse the cartridge off with aligned and completely fresh water. Take care to inserted Into the case. make sure all solid material falls back Into the tank BEST TECHNOLOGY 3 Fairfield Blvd, Wallirpford, CT OU92 1140-79&115115 Far. 203-2a IA14 P.r.9 INSTALLER MATERIAL ESTIMATES THE FOLLOWING PARTIAL MATERIAL UST IS INTENDED FOR ROUGH BID PURPOSES ONLY. INSTALLER IS RESPONSNBLEFORALL FINAL MATERNAL C4LCULATIONS. TANK : Tank 1:1 Wieser - WLP1000/650-MR Tank 2: Effluent Filter 1: Best - GF-10 Effluent Filter 2: PIPING: Diameter Building Sewer: t 80' 4" SCH 40 PVC Forcemain: t 20' 2" SCH 40 PVC Header: t 4' 1 1/2" SCH 40 PVC Laterals: t 108' 1 1/2" SCH 40 PVC PUMP(S)_ IMPORTANT: Piping estimates are exact A Material waste allowance has NOT been added Minimum Head Minimum Flow Effluent Pump 1: 24.9 gpm 15.0 ft TDH Pump 1 Model: Zoeller - 98 Minimum Head Minimum Flow Effluent Pump 2: Pump 2 Model: - SOIL TREATMENT AREA: Washed Rock: Mound Sand: Top Soil: YARDS TONS 17 yd9 24 TONS 146 yd9 205 TONS 143 yd9 201 TONS (%" - 2 -/2" Aggregate) (ASTM C-33 Specification) IMPORTANT.A 30% MATERIAL WASTE ALLOWANCE HAS BEEN ADDED to all the above soil treatment area materials estimates to allow for cons tructibility. Page 10 Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County ST Croix Attach complete site plan on paper not less than 8 112 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. 004-1028-20-020 Please print all information. Reviewed by Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m Page 1 of 2 Date Property Owner Property Location: Oleg Radysh Govt. Lot: SW '/4 SW Y. S 12 T 28 N R 15 W Property Address Lot # Block # Subd. Name or CSM# 421 320TH ST City State Zip Code Phone Number ❑ City ❑ village M Town Nearest Road Wilson jWl 1540247 1 (715)415-6220 1 1 Cady 1320TH ST M New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loamy drift over loamy till (Amery 1) Floodplain elevation if applicable NA ft. General Comments and recommendations: Recommend minimum 8' sand -lift POWrS round on 100.00 contour with0.6gpd1ft2 loading rate. LF = 28' (Redoximorphic features) ElBoring # ❑ Boring Q Pit Ground surface elev.95.65 ft. Depth to limiting factor 32 in. Snil Annliralinn Rare Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 'Eff#2 1 0-10 10YR 313 1 2mgr mfr cs 3m-vf 0.6 0.8 2 10-21 7.5YR 5/4 1 2f-mabk mfr gs 2m-vf 0.6 0.8 3 21-32 7.5YR 4/4 - I 2mabk mfi gw 1f-vf 0.6 0.8 4 3248 7.5YR 416 c2f 7.5YR 518 & 7.5YR 611 sl 1 csbk-Om mfr-mfi 0.2 0.6 2 ] Boring # ❑ Boring ® Pit Ground surface elev. 100.00 ft. Depth to limiting factor 28 in. Rnil Annliraftnn Ratw Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe •Elf#1 'Efl#2 1 0-9 10YR 3/3 1 2f-mgr ds cs 3f-vf 0.6 0.8 2 9-19 7.5YR 5/4 I 2f-mabk dsh gs 2f-vf 0.6 0.8 3 19-28 7.5YR4/4 - I-sl lmabk dh gw 1f-vf 0.4 0.6 4 28-35 7.5YR 4/6 f2f 7.5YR 518 & 10YR 512 sl Om dvh 0.2 0.6 CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date EvaluatiorYConducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 08/17/22 (651) 327-0074 Page 11 Boring # ❑ Boring ® Pit Ground surface elev. 100.00 ft. Depth to limiting factor 28 In. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe •Eff#1 'Eff#2 1 0-9 10YR 3/3 1 3mgr mfr cs 3m-vf 0.6 0.8 2 9-20 10YR 5/4 1 2fabk mfr gs 2f-vf 0.6 0.8 3 20-28 7.5YR 5/6 - sl lmsbk mfr gw 1vf 0.4 0.7 4 28-40 1 7.5YR 4/6 c217.5YR 518 & tOYR 512 sl 1 msbkOm mfr-mfi 0.2 0.6 L I 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. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 6Eff#1 •Eff#2 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. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe •Eff#1 -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 s 150 mg/L Page 12 Dtrdgnx Ryan Be" © 2022 Advanced Certified Sol Twtsr. 1330632 Environmental LLC. Designer of Engineering Systems: D 2263-7 All nghM reserved. BM 1 = 100.00 Top nail in split hardwoodtree (26 above grade) ti BM2 = 100.00"cJ 97 Top 1" PVC pipe �O (18" above grade) � 100.00B2 ADVANCED ape > Benchmark drawn are 100fl from I rye Tank: E N V I a O N M E N T A t system $ $OIL Boring M Soil Treatment Area: Remmerld mia ur Ir smdiR POWrS mound on 10D.DD tabu wdh 0.6%dM' b8ft ark -NO in resbda = 2r (Redoxina c Wtures) Bt -Carob%=10M cope = tg% S 95.65 — — — Fence/% Distribution: — % % x—x—x—xy x� — ////////// / //� //. //-s,���a, riwu.epredn -------------------------------------------/�f **Well to be located >50ft from soil treatment area & >25ft from tanks** �PVow M SCALE 20' Or 40r ------------ Driveway I --'.>>.(Garage; New f//// LOCATION MAP (not to pass) 3BR II�j%// 45TH AVE .//////// Home //// 7717 N SITE M PREPARED FOR: M 421 320TH ST Wilson, WI 54027 PID: 004-1028-20-020 35.41 U*31: SW 1/4 SW 1/4 S12 T28N R15W Town of Cady Car1111ed Stetwnwt TWO WWAM Is bwn du4ned are PM%Mbd In awordos with Slob awl WW oodw. TM w1 beabraad area neat - wA prabdwd ban, d bobaraw mWer esneeMen larare and ~ maYtslas 10 W MNIY 5 1MOE 71MT TM SMM ILL COMM To PJMC ION eCEMIM %mean mud in, aaeab melrelad. nwb..sr alan'e eawewa rare e.. `ds...srs. s. etas .... a ...raw.. 1 SCek: I• - 40'PaaaDM : 8/17122 v< PE 01 ST. CRO LINTY SANITARY SYSTEM File #: Office Use Only OWNERSHIP/ADDRESS FORM Crenred212021 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 Oleg Radysh Mailing Address 421 - 320th ST City/State/Zip Wilson, WI 54027 Phone Number (required)715.415.6220 Email Address (required) oleg8888r@gmail.com Parcel Identification Number 004-1028-20-020 (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Property Location SW 1A , SW '/a , Sec. 12 , T 28 N R 15 W, Town of Cady Subdivision Plat: Lot # Certified Survey Map # Volume Page # Warranty Deed # /�370� 7 (before 2006)Volume Page # Number of bedrooms 3 Spec house 0 yes 0 no Lot lines identifiable 0 yes 0 no OFFICE USE ONLY New Property Address z 3 zd to (Verification of new address required from community Development Department for new construction.) c/ // / Z Z (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 mode in the warranty deed. Community Development Department — Land Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax j 1101 Carmichael Road, Hudson, WI 54016 crt ivi riOV —cce"IGKT NOnce- SCALE 18 112 AS SHOWN IF PRINTED ON 10:17 PAPER EACCORD*JGLY Thew C rsxetge we irr Property O1 Prob"WS. UNLESSTIEBWelE 1107E 1F Tr"rvyrotberepmdumtredr .Orused 8(TC e:'A'OHMEAVE6 � ter ccnl udder. prrpo Aethro WOW ►e M wbn PITCH • 1!' OH /fi F�MIF9 is . 11/12. tr2 =16' C HAT EMEB eemP oBuAd SFS Per FedeM CcMtWd LsK IGILAT GABLES �F Uneuereri:ed uee mey meat in copyright i"ement 1NUF. TO �IWIATHFLfEIGhf'8Ali damaged GLV .WC�+F18tI&XII I E%)NT ELEVATION SCALE:!: • t'b' 1I I 9 Q SCALE IS 1/2 AS SHOWN IF PRINTED ON MIT PAPER Yibw•ar•JAlFA9 III `(jr ............ . .......... • .. . ............. . ............ . . ................ ....... ......... ... . ................... .. . ... ......... . . . ... ... ..... .... . ....... ................ • Its '!v-f ........ . .... . . .............. . . . . . . . . ...... T ------------------------------- r2T ---------- .......... ....... ............................... ........................... . ... LTL Ll FOUNDATION PLAN 3CALE: VC • 1'.W • co...u...o�cr- SCALE IS 112 AS SHOWN IF PRINTED ON MIT PAPER na.r �..w..nYawwrrA\, ll.� 7 M.•w•nfuL iwn n r. 4 ewb• •.•tr.w..w...r... onaw�wno i. Yi. \ W • Sf O.A: W'F3 p. i u n1o.. r.•�QiNO till i r, R.M YYi �rFM�(A.•w.A� I.ruob rw�/•aw+M.+.�.+ qV RSS.IyQ.fP1AiPM6 vW lNfJa At p/�y l�lf i� ..wqr /.y rDAM •IiMMF.J S\ ;{���f�;1 �• IMts. j ;l Ik�{Itl'� r k•h- FF 6 I�j{�l�• ----------- --- i k �: L i �� '' i--fie•: ...... !'-. �� rr..r�•.m ........... .. k.,C xa i.�a:•. 1 ape E—H—nj �LL !E x- MAIN FLOOR PLAN vew• F4LSM 8.F • IaW Q Wisc7nsion�;,��a f(b�f�{� ssional Services Page 1 of 2 Divis°°II SOIL EVALUATION REPORT g ZIn accordance with SPS 385 Wis Adm. Code County ST Croix Attach con pap�r�R� less tha 8 12 x 11 inches in size. Plan must includebut not landi efWe point (BM), direction and percent slope. Parcel LD. scale orW v ion and distance to nearest road. 004-1028-20-020 Please print all information. Revel/ryed by 4 / I DQale/J/ .,-..,....,i:..r,.....a ...................we...�..,.e �ee r...�e.......-,... ..,......�e�ro.,,.�,...i �.., � .t Pen v..,�� Y/ _ / Property Owner Property Location: / Oleg Radysh Govt. Lot: SW % SW X. S 12 T 28 N R 15 W Property Address Lot # Block # Subd. Name or CSM# 421 320TH ST City State Zip Code Phone Number ❑ City ❑ Village M Town Nearest Road Wilson IWI 1540247 (715)415-6220 1 1 Cady 1320TH ST ❑ New Construction Use M Residential r Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe'. 2 Parent material Loamy drift over loamy till (Amery 1) Floodplain elevalion if applicable NA fl C%V"—L General comments and recommendations. Recommend minimum 8' sand -lift POWTS mound on 100 00 contour with 0 8gpdM2 ioeMng rale LF = 28' (Redoxmorphic features) F 1-1BOflflg # ❑ Boring N Pit Ground surface elev 95.65 It Depth to limitingfactor32�in. Snil Annll iralion Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr Sz Sh. Consistence Boundary Roots GPDlFt2 •Effgl 'Eff#2 1 0-10 10YR 313 1 2mgr mfr cs 3m-vf 0.6 0.8 2 10-21 7.5YR 514 1 2f-mabk mfr gs 2m-vf 0.6 0.8 3 21-32 7.5YR414 - I 2mabk mfi gw if-vf 0.6 0.8 4 32-48 7.5YR 416 c2f 7.SYR 5l8 8 7.5YR 611 sl 1 csbk-Om mfr-mfi 0.2 0.6 ❑ Boring F Boring # ❑� PH Ground surface elev 100.00 It Depth to limiting fa or 28 c..d ennl,eenn Para Horizon Depth In. Dominant Color Munsell Redox Description Qu Az Cont Color Texture Structure Gr Sz. Sh Consistence Boundary Roots GPD/FI' 'EB#1 'Eff#2 1 0-9 10YR 313 1 2f-mgr ds cs 3f-W 0.6 0.8 2 9-19 7.5YR 5l4 1 2f-mabk dsh gs 2f-vf 0.6 0.8 3 19-28 7.5YR414 - I-sl 1mabk dh 9w if-vf 0.4 0.6 4 28-35 7.5YR 416 f2f 7.5YR 518 S 10YR 512 sl Om dvh 0.2 0.6 CST Name (Please Print) Signature CST Number Ryan Bache 1330832 Address Date EvaluatiorYlCunducled Telephone Number 779 Spring Creek RD S. Red Wing, MN 55066 08/17/22 (651) 327-0074 ❑3 Boring # ❑ Boring ❑� 100.D0 Pit Ground surface elev. ft Depth to limiting factor 28 in. Horizon Depth In Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr Sz Sh Consistence Boundary Roots GPD/Ft' 'Efl#1 'Eff#2 1 0-9 1 OYR 3/3 1 3mgr mfr cs 3m-vf 0.6 0.8 2 9-20 1 OYR 5/4 1 2fabk mfr gs 2f-vf 0.6 0.8 3 20-28 7.5YR 5/6 sl lmsbk mfr gw 1vf 0.4 0.7 4 28-40 7.5YR 416 c2f 7.5YR 5re a 1orR 512 sl 1 msbk-Om mfr-rnfi 0.2 0.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev ft Depth to limiting factor _ in CM Annliratim Aatn Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 •Eff#1 'EfF#2 aBoring # ❑ Boring ❑ Pit Ground surface elev ft. Depth to limiting factor _ in. Cnil Annlirntim Pala Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr Sz Sh Consistence Boundary Roots GPD/Ft' 'Eff#1 'Efl#2 Effluent #1 = BOD. > 30 5 220 mg/L and TSS > 30 5 150 mg/L ' Effluent #2 = BOD. > 30 5 220 rrg/L and TSS > 30!; 150 mg/L Boring # ❑ Coring 0 Pit Ground surface elev. 100-00 ft. Depth to limiting factor 28 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'Eff#1 'Ert#2 1 0-9 10YR 3/3 1 3mgr mfr cs 3m-vf 0.6 0.8 2 9-20 tOYR 5/4 1 2fabk mfr gs 2f-vf 0.6 0.8 3 20-28 7.5YR 5/6 - sl 1msbk mfr gw 1vf 0.4 0.7 4 28-40 7.5YR 4/6 c21 7 5YR 5/8 d 10YR 512 SI lmsbk-Om mfr-mfi 0.2 0.6 L 1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. Horizon Depth In Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots _ _.... ..-_..-...._._ GPD/Ft2 'EB#1 'ER#2 ❑5 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor _ in. 0-;. e__:.__•.__ o_•_ Redox Description Ou. Az. Cont Color Effluent #1 = BOD. > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30 s 220 mgii- and TSS > 30 s 150 mg/L Page 12 Wsoonsln Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wts. 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. 004-1028.20-020 Please print all information. Reviewed by Page 1 of 3 Date Personal information you provide may be used for secondary purposes Pnva law, S. Property Owner Property Location: Oleg Radysh Govt. Lot. SW 'h SW % S 12 T 28 N R 15 W Property Address Lot # Block # Subd. Name or CSM# 421 320TH ST City State Zip Code Phone Number ❑ City ❑ Village X Town Nearest Road Wilson WI 540247 1 (715)415-6220 Cady 320THST 0 New Construction Use M Residential/Numberofbedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Loamy drift over loamy till (Amery 1) Floodplain elevation if applicable NA R. General comments and recommendations Recommend minimum a- sand-ia POWTS mound on 100 00 =hour with 0 6apdm2 loading rare. LF = 26- (Redowmorphlc leatums) [:1Br ng — 1 Boring # Q Bo Ground surface elev. 95.65 ft Depth to limiting factor 32 in. C-;l Annlirorinn learn Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az Cont Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD/Ft' 'Eff#1 'Eff#2 1 0-10 10YR 313 1 2mgr mfr cs 3m-vf 0.6 0.8 2 10-21 7.5YR 5/4 1 2f-mabk mfr gs 2m-vf 0.6 0.8 3 21-32 7.5YR414 1 2mabk mfi gw 1f-vf 0.6 0.8 4 32-48 7.5YR 416 CA 7 SYR 511) 8 7 5YR 6l1 sl 1csbk-0m mfr-mfi 0.2 0.6 ❑ Boring — 2 Boring # FM-1 ptt Ground surface elev. 100.00 R. Depth to limiting factor 28 in. Snil Annlirafinn Rat. Horizon Depth In Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr Sz Sh Consistence Boundary Roots GPD/Ft' 'EB#1 'Eff#2 1 0-9 10YR 3/3 1 2f-mgr ds cs 3f-vf 0.6 0.8 2 9-19 7.5YR 5/4 1 2f-mabk dsh gs 2f-vf 0.6 0.8 3 19-28 7.5YR414 - I-sl 1mabk dh gw 1f-vf 0.4 0.6 4 28-35 7.5YR 416 f2f 7.5YR 518 8 10YR 5/2 sl Om dvh 0.2 0.6 CST Name (Please Print) Signature CST Number Ryan Bechel 1330832 Address Date EvaluatiorYCoriducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 08/17/22 (651) 327-0074 sou-0 . knuw I U) Page 11 Designer Ryon Bechal © 2022Advanced Certified Sol Teeter: 1330832 Environmental LLC. Designer of Engineering systems: D 2263-7 AN rights reserved. ADVANCED :Y YEN rn PA P/L+—f—� t i BM1 = 100.00 ` Top nail in 8" split hardwood tree (26 above grade) BM2 = 100.00 Top 1" PVC pipe (18" above grade) , 82 97• 00-� . a, 100.00—$� _ _chr _ _ �' B3 *All property Imes not O Benchmark drawn are >10011 from system Sal Boring ,-wo\N M D SOILS SYSTEM Pump Tank: Soil Trralmonl Arn: -Recanmatl mpenun r want POw1S anur m 100 00 cMou wth 0 6gd4" belly rate D" to re* dm = Ar (RedoommPlac IMAM) .CMW =100 00' so, = lam Current grade D iSTURgE Fence 103.75" x _ x _ Diaribution: z x x-x—x--x-x--x—_x—.. System all requie peeve 60tteon - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — ------ ----�- Driveway �Garagei L �J **Well to be located >50ft '-------^--� �---? I New LOCATION MAP trial to scale) from soil treatment area & I I >25ft from tanks" I 38R f 45TH AVE _Home ;,p15TURBED SOILS M sFTE �1 PREPARED FOR: Oleg Radysh Site A Tess: _ X 421 320TR sT 1 sc,v.E Wilson, WI 54027 - `V�'1a PID: 0D4-1028-20-020 35.41 Acr 20' • legal: SW 1/4 SW 1/4 0, 40' M S12 T28N R15W Town of Cody OwMled lldwsr! 11rY Nolan has bm derowd anal arerWd in ®dsv dW aide .re lmt seem TM rot tnoursd am "ant remdn pa0omed from atdae.rry err/: aanvadlm brow reed wltr aoshaeoE. Scale: 1' = MY Date: 9/17/22 N0 teeeW1MT lly is Iva 116 PwnEW MILL W141114A M eUa.9nM DEVOMMY berseartdnd. -apt Resew 'o far eda" l m se rn sees, err ddonaaa 51•Cro;�t CO3 &Jr*ow� No basao4 STATE SANITARY PERMIT qz� 37o�� st k'ERlREN@ii'AL Pf�F}y�.7$ '�-� OWNER PAIS L CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit Is to allow Installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. PLUMBER (c) The sanitary permit is valid and may be renewed for a O h LIC.# specified period. TOWN OF (d) Changed regulations will not impair the validity of a sanitary permit. z FA (e) Renewal of the sanitary permit wW be based on SEC am, T $ N, R_�E regulations in force at the time renewal is sought that changed regulations may impede renewal (f) The sanitary permit is transferable. AND/OR LOT BLOCK History: 1977 c.168; 1979 c.34,221; 1981 c.314 Note: If you wish to renew the permit, or transfer ownership of SUBDIVISIONthe permit, please contact the county authority. AUT O ZED ISSUING OFFICER — DATE 4111 Z'L T S PERMIT EXPIRES UNLESS RENEWED BWPOAF, THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (RI 1/20)