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HomeMy WebLinkAbout004-1024-60-001Wisconsin 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)I. Permit Holder's Name city Village Township Rebeka Stoltman TOWN OF CADY CST BM Elev IInso. SM Elev I Ru nnerAnn..n TANK INFORMATION TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic Dosing Aeration Holding PUMP/SIPHON INFORMATION Number Head .71i AnSUFU' I IUN SYSTEM ELEVATION DATA Outlet FS BEDITRENCH DIMENSIONS Width Length No Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR UNIT Manufacturer: Type Of System: Model Number: vry � r�rvv r wn J I J I C111 HeaderlMandold Distribution e Size Hole Spacing Vent to Air Intake Pipe(s) T Ix Length Dia Length Dia Spacing wrr.. vv. • rx v Pr04euro Rvefeme nl iu a Am--, n. n, r... a_ c Depth Over Depth Over xx Depth or xx Seeded/Sodded xx Mulched BedlTrench Center Bed/Trench Edges To soil P �N, � Yes E] No Yes L:UMIVItN I S: (Include code discrepencies, persons present, etc.) Location: 3135 50TH AVE 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ❑Yes ] No Use other side for additional information. SBD-6710 (R.3/97) Date Inspection #1. Insepctor's Signature Inspection #2: II Cart. No ✓•sre f�)+\VI�U �� tV U V ndushy Servic Divisio County 5-4- CYG y 1400 E Washington Ave Nv Sanitary Permit Number (to be filled in by Co.) _' ,O rj ZQZ2 P.O. Box 7162 Madison, WT. 53707 7162 JUL X stun ^ t Applicati State Transaction Number [1� ernmenial tin t In accordance i Wis. Adm. Code, submision of [his form [o [he ap90TT�S (/ �J t = 22WO is required prior to obtainhtg a sanitary permit Note: Application forms for state-o tz are subntiUed to ect Address (if different than mailing a ess the Department of'Satety and Professionaf Services. Personal intbrmatiion you provide may be used for seconds purposes in accordance with the PrivacyLaw, s. 15.04(1 m , Suits. 3 13 5 (� �` �v I. Application Information - Please Print All Information Pr Owner's Name arcel # Property Owner's Mailing Address operty Location Govt. Lot , , _C/., Q(' /., Section City, State I^ Zip Code Phone Number {� j VV 1 Vi G J 512 mete on T Z� N; R E tit( W Type of Bu►Idln check all that apply) Lot # I or 2 Family Dwelling -Number of edtvoms ElBlock# Public/Commercial -Describe Use ` �� ❑City of ElState Owned -Describe Use ❑ Village of Town of CSM Number �- III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New S stem y ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change oi'Plutnbe ❑PermitTranster to Ne�v List Previous Permit Number and Date Issued Befm'e Expiration Owner. W. Type of POWTS S stemlCom onent(Device: Check all that apply) ❑ Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component xpfain) - ❑ etreatment Device (explain) V. Dis ersaUTreatment Area Tnformation r jz Design Flow (gpd) i15b Design Soil Application gptist) /. Dispersal Area Acquired (sf) ysa Dispersal Arm Rnposcd (st) System Elevation vs-0 VI. Tank Info - Capacity in Gallons Total Gallons # of Units Manufacturer `o 1 , ( �r' -11 PtLr✓`�.S 6T'�'T J 1QYI "v o a 2 u �9 New Tanks - Existing Tanks a u v� vt w c7 w Scptic or Holding Tank low I I (p r antrae Dosing Chamber ��✓ CND. VIL Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. PI mber's Name Print) Plumber's re umber Business Phone Number ub I t,1 (o f S Plumber's Address (Street, City, tam Zip Code) Nwq s-t� W 25 4XIOdS� VIII. Coun /De artment Use On Approved ` ❑ Di ved Per/mit Fee Date�is�s%tied Usti Agent Signature ❑ gwaSinven for Denial Ton Aprva i t /r_ _n DseS SYSTEM O pv3) At 1. Septic tank, effluent filter and ss-1 (�iS?er� dispersal ) cell must serviced /maintained �l\ p� as per managementt pplan provided by plumber; �s2N. All setback requirements must be maintained uw ram., � p,anSiFOr Intl Syb{em an0 1 n IO t@ l.an ry tin p er nut ices thayp jLLs tit imneesstme sin SBD-6398 (R. 08/14) I �� o,0 - - -�az0L — hod IndustryLUP Servi l)ivisio County �/ �� C1-0N 1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.) ^ C Q U 2022 P.O. Box 7162 Madison, WT 53707-7162 ,� JUL 11-0 L`� �T & T7 St. IX it Applicatio a u, State Transaction Number In accordance i , Wis. Adm. Code, submission of this form to the emmmtal unit is required prior to obtaining a sanitary permit Note: Application fors for Aaiie­o4&`e& POWTS are subnut[ed to I ect Address (if different than mailing a EN the Department of Safety and Professional Services. Personal infbtmalion you provide may be used fnr secon purposes in acconlance with the PrivacyLaw, s. 15. 1 m , Slats. Cl /) ] J i �/ L Application Information - Please Print All Information P 9Krtoy tOwner's Name -62' / �� Tu arcel # Property Owner's Mailing Address ropeny Location 1 W l� Govt. Lot , , �� E' /,, �I�' h/ /a, Section City, State j, Zip Code Cd PhNb one Number tv rcleon� T z� N; R E ar Type of Bnlldi check all that apply) Lot # I or 2 Family Dwelling -Number of edrooms �. y/ , Block # ❑ Public/Cormrercial-Describe Use �� "—• ❑City of ❑ State Owned - Describe Use j ❑ Village of Town of CSM Number �- �& v / III. Type of Permit: (Check only one box on line A. Compete line B if applicable) A' New S stem y ❑Replacement System ❑ TreamrentlHolding 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 Expiration Owner IV. Type of POWTS S stem/Com onent/Device: Check all that a 1 ❑ Non -Pressurized In -Ground ❑Pressurized In -Ground El At -Grade 4�_-74i+r'6f�vitablu.soil Mound<Nin.ofsuitable sail ❑ Holding Tank ❑ other Dispersal Component plain) ❑ etreatment Device (explain) V. Dispersal/Treatment Area Information t &V Design Flow (gpd) Design Soil Application (gpdst) Dispersal Ana Required (st) Dispersat Arta Prroposcd (st) System Elevation 100. a VI. Tank Info Capacity in Gallons Total Gallons # of Units Manufacturer & o $ y �j, _Il ie^'S/w ✓�"� L:t'L J YY P '� c o u `� E �' a 'w ' New Tanks Existing Tdoks u ii, •, y c7 a Scptic or Holding Tank `%/� Dosing Chamber ' e�✓ VII. Responsibility Statement- 1, the undersigned, assume respondbiit for installation of the POWTS shown on the attached plans. PI mber's Name Print) Plumber's re umber Business�'P/Ah�one Number j, M; W lJ Plumber's Address (Street, City, late, Zip Cone) Wtv tA�e S25 VrIII. County/Department Use Only Approved ❑ Di ved 'ven Permit Fee S � � Date Issued � Iss ' Agent Signature � ❑ - n for Denial ZZ IX.ConditioApprov STEMO3) _111 /s_ JIB L!� DWS OOL 1. Septic tank effluent filter and sS� �_w�. - isperWtt`f ) ` _ dispersal cell must be servleed / maintained ° t m as per management plan provided by plumber; ) Y�C U4,%t All setback requirements must be maintained ' t ra* (let dppnucWle CUUe10[8H3R9=0p#ete pleas for the system sho to the Caa ly an paper not toss thaip ja3 11 inch" In size 4A SBD-6398 (R. 08114) February 23, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-02-23 Plan Review: PWTS-022200257-C RYAN BECHEL 779 Spring Creek Road Red Wing MN 55066 SITE: Rebeka Stoltman 3135 50'h Avenue St. Croix County Town Of Cady NE'/, - NW % - S11—T28N — R15W FOR: DIVISION OF INDUSTRY SERVICES 1WI N RANCH RD HAYWARD WI 54843-6462 Contact Through Relay httplldsps.wi.goviprograrnsAndusfry-services www.wiscomn.gov To" Even - Governor Down Crim - eacretery CO"ITIONALLr APPROVED DEPf OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE Revision to PWTS-072101645-C Description: Mound Component Manual — Ver. 2.0, SBD- 3 Bedroom Mound — 450 GPD — New 10691-P (N.01/01, R 10/12) Construction - 6" to limiting factor— Pressure Distribution Component Manual — Ver. Effluent Filter- Maintenance required 2.0, SBD-10706-P (N.01/01, R. 10/12) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • This approval Is subject to the conditions of the Interpretive Determination approved for this site on July 16, 2021— PWTS-072100070-SSD • This is a revision to PWTS-072101645-C —Design was changed from 5 bedroom to 3 bedroom —no plumbing in shop building. • All components shall be protected from freezing per SPS 383.43(8)(c). • Care must be taken to set the dose volume as approved in the plan design. If the minimum tether length of as single switch mechanical float daes not allow the proper dose volume, two separate floats on, ust be used. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. if it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site Is too wet to prepare, do not proceed until it dries. • The mound site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec.145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter isrequired. • A copy of the approved plans specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.S4(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, celcel /i CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608)400-3186 elizabeth.rudnicki@wisconsin.gov 40 ADVANCED F N V i R 0 N PA E N j A, L Property Owner: Rebeka Stoltman Site Address: 3135 50TH AVE, Knapp, WI 54749 INDEX Page: 2 Site Plan Page: 3 Management Plan CONDITIONALLY Page: 4 Management Plan APPROVED Page: 5 System Design Summary DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES Page: 6 Mound Design Worksheet / n Cli�ud�• Page: 7 Mound Design Worksheet c k ` Page: 8 Mound Design Worksheet SEE CO ESPONDENCE Page: 9 Pressure Distribution Design Revision to PWTS-072101645-C Page: 10 Pressure Distribution Design """I III Page: 11 Pump Design ` ��`yC Q Page: 12 Dose Tank RYAN G. _�` BECHEL Page: 13 Tank Specifications = p-2263-7 Page: 14 Mound Material Estimates REDWING Page: 15-18 Soil Test Page: 19-37 Soil Interpretive Determination Report Page: Component Manuals: SBD-10691-PMound (N.01101; R.10112) Designer Signature: SBD-10706-P Pressure Distribution (N.01 /01; R.10/ 12) Date: 12/16/2021 ADVANCED ENVIRONMENTAL LLC 774i Splr:cq t,ieeh RD 5 - Red wing. MN 066 1lir.il :fr 7-Oi)I4 )esigner, Ryan Sachet 'ertified Soil Tester, SP-111500001 )esigner of Engineering Systems: D 2263-7 P/L P/L CCTV A\/G P/L ADVANCED 1 r T T -r T '. -r -r -- T -r -r T •T T T t ,= — �\ Capper Tree line' Elm = 107,00� o ---'--- _1 Top nail In 16" split \ J �, Well — tw hardwood tree 2' above grade mQ + + \ . ��� \`�\ *BO' 2" + + + + �' � � sch 40 PVC + +. .+ .+ }� `�� Huffcutt + + + f / 1000/600 w! Polylok-525 filter + + + + + �\ F + \ �t v` \\ o + +sly + �. ++,P+ + + + + \+ + + / + + + + + + + + + + + + + + + + + + + + + + + + +/� + + + +Q{Sl + + + + + + + +.+ + + + + + . + +� / + + + + + + + + + 4- 'All property lines not O Benchmark drawn are >I GOft from system -$ Soil Boring Septic Tank: -Hullcu010001600 gal2-campartmentlank -Bring risers 4' above final grade -Polylok-525 6lterwith alarm -Do not route dear water sources irdD sepic tank `� W T K/w r Pump Tank: f + + I } + + -RPump needs =45gpm @ 16.5TDH 640 gallons BMi - 100.00 `Top 1" PVC pipe (21" above grade) o^ 4% ad ad 00 a to east P.L. w v� m I ±335' m 41 / � N f� to south P.L. *20r 4" sch 40 PVC + -I- + + + + + + + + + + Tree line SCALE + + + + + + + + + + + + + Zs' 50, { 1- - i + + a- + i Certified Statement. This system has been designed and evaluated in accordance Wah slow ord Load codas, The soil treatment area must remain protected from disturbol oe and/or compaction before and after con-truction. NO WARRANTY IS MADE THAT THE SYSTFY WIII r'f1NmNllr Tor nlNr!rM anistamy %Md. reerr ti rr....-H.. mn:Mnl-1 Ra— — ww.,.:. � . . f— I..r...«...n..,. ,.,..,..,..-..,,,. —, Move tank as necessary: maintain all betada -Recalculate pump Friction loss and TDH alfer;mtall �Evenl counter, time meter, or water mnerreccurmnlad' Maand lean send lift (ASTM C33 sand) two flush to ground, avow digging entire absorption area and remora dipprgs hen absorption area to depth of 6'0' DUO aTBbW110ll=ERWMMMe I (SEE SOIL INTERPRETIVE DETERMINATION REPORT) Contour = JOI Slope = 4% Distribution: -Laterals to be spaced t2'lromend of bed 524'b skills; -Lateral imrert elevation=1D3.10' - (4)1 t sch 40 pvc laterals w4h dearnue-use sprinkb' bares for protection -1 } header, center -fed network,;}' crfices @ 3 D spears -Ported 19 dovmslope absorption area ST. comet da. during construction -Demand dean Ooa settings per design LOCATION MAP (sot to =60 50TH AVE SITE PREPARED FOE: Rebeka SbDWM 3135 56TH AVE Knapp, WI 54749 1--e Ln -•i 2 Pro: 004-102+6o-001 40.0 Ares Legal: NE 1/4 NW 1/4 S11 T28N R15W Town of Cady Management Plan This management plan identifies operation and maintenance activities necessary to ensure long-term performance of your septic system. Tasks that should be performed by the homeowner are identified. Professional management tasks must be performed by a licensed septic maintainer or service provider, however, It is the homeowner's responsibildy to ensure all tasks get accomplished in a timely manner. ► 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 document with your maintenance professional at each visit; discuss any changes in product use, activities, or water -use appliances. Management Frequency My system needs to be checked Designer Required Frequency: Check every 36 months every 36 months. State/Local Gov't Req Frequency: Check every 36 months Desian Parameters I Svstem Specifications Number of Bedrooms 3 Septic Tank Manufacturer Huffcutt Design Flow (gpd) 450 Septic Tank Capacity 1000 Soil Loading Rate (gpdiftz) 0.2 Effluent Filter Manufacturer & Model polylok-525 Standard Effluent Quality Effluent 1 Biological Oxygen Demand (BOD) 220 mg/I Pump Tank Manufacturer Huffcutt Total Suspended Solids (TSS) 150 mg/I Pump Tank Capacity 640 Fats, oils, Greases (FOG) 30 mg/I Pump Manufacturer & Model Per Installer Treated Effluent Quality Biological Oxygen Demand (BOD) - mg/1 Dispersal Cell Type Mound Total Suspended Solids (TSS) - mg/I Fats, Oils, Greases (FOG) - mg/I Pretreatment Unit Description NA Max Effluent Particle Size in 118 Homeowner Manaaement Tasks IL Repair leaks promptly. faucets. 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. Effluent Filter - Inspect and clean twice Der near at a minimum. Caps - Make sure that all caps and lids are intact and in place. Inspect for damaged caps often. Fix or replace damaged caps. Professional - Check and clean per manufacturer recommendations. Liquid levels - Check sludge/scum/effluent levels in all system tanks. Recommend if tank(s) should be pumped. Pump all compartments every 36 months at a minimum. Inspect tank inlet and outlet baffles (if applicable) Check drainfield effluent levels (if applicable) Verify pump and alarm system functions (if applicable) Inspect wining 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. Septic system replacement area: Protect secondary system site from traffic, compaction, etc. HE Page 3 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 must 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 tanks 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. Pre-treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturer's recommendations. to system START presence of painting products or 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. Durina 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 the cells. It may also result in backup or surface discharge of effluent. 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. CONTINGENCY PLAN 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 the same or 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, or removing and replacing biologically clogged absorption and dispersal media and associated piping. If the septic system fails and/or is permanently taken out of service, the system shall be abandoned according to approved abandonment regulations. These 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 ASEPTIC 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 4 System Design Summary Property Owner/Client: Rebeka Stoltman Parcel ID: 004-1024-60.001 Site Address: 3135 50TH AVE, Knapp, WI 54749 --II DESIGN FLOW, WASTE STRENGTH, TANKS A. Type of Wastewater: Residential Treatment Level: Effluent 1 Residential Design Flow = # of Bedrooms 3 X 100 GPD X 150% = 450 GPD Commercial Design Flow (data/calculations attached): ❑ Amsured GPD ❑ estimated GPD Design Flow: 450 GPD Comments: New 3BR Home; No home business; No sewage ejector/grinder B. Septic Tank(s): Minimum Capacity = Design Flow X 2.088 Wastewater received by: Gravity Code Minimum Septic Tank Capacity: 940 Gallons, in 1 Tanks / Compartment(s) Designer Recommended Tank Model(s): Huffcutt 1000/600 Effluent Filter B Alarm: [Z Fater ❑✓ Fitter Alarm Effluent Filter Model: Polylok-525 C. Pump Tank Code Minimum Capacity: 490 Gallons Pump Tank 2 (Code Minimum): NA Gallons Designer Recommended Min. Capacity: 600 Gallons Pump Tank 2 (Designer Req): NA Gallons Pump 45.0 GPM Total Head 16.5 ft Pump 2 NA GPM Total Head NA ft Holding Tank Only: ❑ Minimum Capacity: Residential = 2DD0 gallons, or 5x estimated daily wastewater flow; whichever is greater Minimum Code Required Capacity: Gallons, in Tanks Holding Tank High Level Alarm Type: Designer Recommended Capacity: Gallons, in Tanks DISTRIBUTION AREA Soil Treatment Area Type: Mound Distribution Type: Pressure Distribution -Level Benchmark 1 Elevation: 100.00 ft Benchmark Location: SEE SITE PLAN Component Manual 1: SBD-10691-P Mound (N.01 /01; R.10/12) Distribution Media: R] Drainfiea Rat ❑ Approved Product Component Manual 2: SBD-10706-P Pressure Distribution (N.01 /01; R.10/12) 1 /2" - 1 1/2" Aggregate SITE EVALUATION DATA Depth to Limiting Layer: 6 in 0.5 ft Soil Texture: Sandy Clay Loam Contour Elevation: 100.00 SHLR: 0.20 GPD/fe Elr:atior, of Limiting'Wycr: 99.50 Perc Rate: - A1P, Minimum Required Separation: 36 in 3.0 ft Soils with >60% Rock Fragments Present? ❑ ves No If yes, describe % rock and layer thickness, depth of soil treatment needed per Maximum Depth of System: Mound in SPS 383.44-3 and any additional information for addressing the rock fragments Measured Land Slope: 4.0 % in this design. SOIL ORGANIC LOADING RATE 1. Organic Loading to STA/Pretreatment Unit = Design Flow X Estimated BOD In mg/L in the effluent X 8.34 + 1,000,000 450 gpd X 220 mg/L X 8.34 a 1,000,000 = 0.83 ibs BODiday a. Pretreatment Unit Information (if applicable): Not Applicable b. Organic Loading After Pretreatment ?if applicable) = Design Flow X BOD in mg/L in the pretreated effluent X 8.34 a 1,000,000 gpd X mg/L X 8.34 + 1,000,000 = - tbs BOD/day 2. Organic Loading Rate to Soil Treatment Area (Ibs/ day/ft) = Soil Treatment Bottom Area ftz = lbs/day/ftz 0.83 lbs BOD/day + 2250.0 fti = 0.00037 tbs/day/ft= Comments: soil tu.dh% 1 Poendr of ao0,/it'/ 1.6 O.IW4 - -J.a ,..,.�,. a • .o; Page 5 Mound Design Worksheet SYSTEM SIZING: Parcel ID: 004-1024-60-001 Design Flow: 450 GPD �4 Soil Loading Rate: 0.20 GPD/ft' Depth to Limiting Condition: 0.5 ft g� Percent Land Slope: 4 % Design Media Loading Rate: 1.0 GPD/ft' DISPERSAL MEDIA SIZING Dispersal Bed Area (A x B) = Design Flow a Design Media Loading Rate 450 GPD 1.0 GPD/fe = 450 ft' If a larger dispersal media area is desired, enter size: fe A. Select Dispersal Bed Width (A): 4.5 ft Can't exceed 10 feet Linear Loading Rate = Bed Width X Design Media Loading Rate 5 ft X 1.0 GPD/ft2 = 4.5 gal/ft Can't exceed Table I B. Minimum Dispersal Bed Length (B) = Dispersal Bed Area _ Bed Width 450 ft2 4.5 ft = 100.0 ft DISTRIBUTION MEDIA: ROCK Rock Media Depth Below Distribution Pipe 0.50 ft (Estimated material quantities found on Mound Materials page) DISTRIBUTION MEDIA: APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW i. Select Dispersal Media: pl III. Enter the Component Length: ft Width: ft Depth: ft Ill. Number of Components Per Row = Bed Length : Component Length (Round up) ft : ft = components per row iv. Actual Bed Length = Number of Components per row X Component Length per row X ft = ft v. Number of Rows = Bed Width _ Component Width ft _ - ft = - r uwi Adjust widit so this is a whaie. vi. Total Number of Components = Components Per Row X Number of Rows x = Components Page 6 MOUND SIZING D. Fill Depth Below Upslope Edge (D) = 3 feet - Depth to Limiting Condition (6" Min.) 3.0 ft - 0.5 ft = 2.5 ft Design Sand Lift (optional): in E. Fill Depth Below Downslope Edge (E) _ [Bed Width X Land Slope _ 100] + "D" 4.5 ft X 4.0 % : 100 + 30.00 in = 32.2 in F. Distribution Cell Depth (F) = 8" + Nominal pipe size of distribution lateral (12" for approved products) 8.00 in + 1.25 in = 9.25 in (Nominal Pipe Size adjusted on Laterals sheet) G. Cover Material Depth at Cell Edges (G): 6.00 in (a 6' Min.) H. Cover Material Depth at Cell Center (H): 12.00 in (> 12" Min.) I. Downslope Width (1) _ (E + F + G) x (horizontal gradient) x Downslope Correction Factor 3.95 ft x 3.00 x 1.14 = 13.47 ft Or 18 ft J. Upslope Width (J) _ (D + F + G) x (horizontal gradient) x Upslope Correction Factor 3.77 It x 3.00 ft x 0.E4 ft = 10.10 ft Downslope Correction Factor: 1.14 Upslope Correction Factor: 0.89 Endslope Horizontal Gradient: 3.00 (usually3.0or4.0) K. Endslope Width (K) _ [(D + E) : 2] + F + H x Endslope Horizontal Gradient 62.16 in : 2 + 9.25 in + 12.00 in ; 12 x 3.0 ft = 13.1 ft L. Mound Length (L) = Endslope Berm Width + Bed Length + Endslope Berm Width 13.1 ft + 100.0 ft + 13.1 ft = 126.2 ft W. Mound Width (W) = Downslope Berm Width + Bed Width + Upslope Berm Width 18.0 ft + 4.5 ft + 10.1 ft = 32.6 ft Verification of Minimum Required Basal Area ----------------------........... ............. ............................................... ** Slonina Sites = B x (A + I ) 100.0 ft X ( 4.5 ** Level Sites = B x W ft + MINIMUM = ft x ft = MINIMUM = 2250 ft2 (Min. = GPD a Loading Rate) 18.0 ft) = 2250 ft2 ............... ft2 (Min. = GPD + Loading Rate) ft2 Page 7 MOUND DIMENSIONS Obs. pipes J I A 4.5 ft F 9.3 in J 10.1 ft B 100.0 ft G 6.0 in K 13.1 ft D 30.0 in H 12.0 in L 126.2 ft E 32.2 in 1 18.0 ft W 32.6 ft Obs. Pipes (1/10th of B) 10.0 ft Absorption Width (A+I) 22.5 ft DISTRIBUTION AREA CROSS-SECTION / 104.27 Geotextile Fabric ✓ 103.10 Topsoil & Seed e Hr' 102.50 Y Aggregate (TY0 ASTM C33 SANG \ l 3 ----► `Plow 6'- 8" deep (min.) 100.00 4% prior to placing sand OBSERVATION PIPE DETAIL Screw -type or slip -top cap 4" SCH 40 PVC pipe Top of pipe to terminate a or above finished grade x 6" slots spaced 900apart Anchoring device (Toilet flange) Finished Grade (mulched & seeded) Topsoil cover (1' minimum) fiitrative iurface Page 8 Pressure Distribution Design Parcel ID: 004.1024.60-001 Bed Width: 5 ft Manifold Connection: Center Preferred Orifice Spacing: 3.0 Minimum Number of Laterals in system/zone =[[(Media Bed Width - 4) + 31 + 1) X # of zones (Round up) [( 5 - 4) + 31 + 1 = 2 2 zone(s) - 4 laterals Designer Selected # of Laterals (optional): laterals *Can't be less than 2 (except in at -grades) Min. Lateral Spacing: 2.3 it Designer Lateral Spacing optional): ft � - Min. Manifold Length: 2.3 ft Designer Manifold Diimeter (see table 5): 1 1/4 in Selected Orifice Diameter Size: 3/16 in (orifices must be 2 6' rr s 2' from cell edge) Lateral Length = (Media Bed Length - 1 Feet) + # of zones 100 tft 2 = 49.5 it Orifices Per Lateral = Lateral. Length +Preferred Orifice Spacing +1 (0.5 for renter feed manifolds) 49.5 ft 3 ft + 0.5 ft = 17 Orifices Orifice Spacing = Lateral Length + # Orifices Per Lateral -1 (0.5 for center feed manifolds) 49.5 ft 16.5 Spaces = 3.0 ft (2' Max Orifice spacing for at -Grades) Total Number of Orifices = Number of Orifices per Lateral x Number of Laterals 17 Orifices Per Lateral X 4 Laterals = 68 Total Orifices Recommended Orifice Density is 4-11 ft2 per orifice; can't exceed 12 ft2 Orifice Density = Bed Area + Total Number of Orifices (Does not apply to At -Grades) 450 ft2 - 68 Orifices = 6.6 ft2/Orifice Lateral Diameter (See Table 6): 1 1/4 in Minimum Average Head: 2.5 ft Orifice Discharge Rate: 0.66 GPM per Orifice (eased on Table 4) f)r.�heil Na4� wllivf/�rs.. (Av Afir,W fM�ry CMS M1n� .NP HP r V.Fh 1.17 3 HP NP V.72 Ltd 3' NP ILA _ a.7B_ _ Lis J r HP O.Stl V.83 141 Ur __-_ VW .. ... .. _. Uii 06i 1 097 _.._ i;a. SS - UiJ -- - 0btl !)7 6 _ Vi5 T .7/ _ 102 .02 Lao V5 Viz V.7V 1.Va 1a6_' / Vag 0.7V 1.1J _.- Iti ---z as _ a -- osi �._ Izt f6 9 _ 035 -a N i.21 - 221 9.5 0'7 OA9 129 227 to aSd UV1 1 1 2.3 ,..rive nq. rictvv nn vn:.r.npem..r.r+rr,�i�mn.. Ce.Au ..r inn�u... n. _me r„nr �P nv.m..m+ iounbnl Page 9 Pressure Distribution Design Lateral Discharge Rate (GPM) = Orifices per Lateral x Orifice Discharge Rate Check Table 5 to make sure maximum header length is not exceeded. 17 Orifices Per Lateral x 0.66 GPM per Orifice = 11.1 GPM per Lateral System Flow Rate = Total Number of Orifices X Orifice Discharge Rate 68 Orifices X 0.66 GPM per Orifice = 45 GPM Distribution Piping Liquid Volume Per Foot gable 7i: 0.064 Gallons/ft Volume of Distribution Piping = [tt of Laterals X Lateral Length X Liquid Volume Per Foot of Piping] 4 X 49.5 ft X 0.064 gal/ft = 12.7 Gallons Minimum Delivered Volume = Volume of Distribution Piping X 5 12.7 gals X 5 = 63.4 Gallons PRESSURE DISTRIBUTION LATERAL LAYOUT P ft X P/2 49.50 ft X/2 Manifold Length 2.25 ft Lateral Diameter 1 1 /4 in 3.00 ft S 2.25 ft 1.50 ft Y 3/16 in Manifoid Diameter i i /4 in Cieanout Derail Hpnwwear\ / raoa M s-: was �\ 3 .p W. / ii l -- Page 10 Pump Selection PUMP CAPACITY (GPM) PafcellD: 004-1024-60-001 Distribution Method: Pressure If pumping to gravity enter the gallon per minute of the pump: GPM (10.45 gpm) Minimum system flow rate: 45.0 GPM Dosing method: Demand Dosing Soil Treatment TOTAL DYNAMIC HEAD (TDH) Elevation Diffefeiice: i0 ft peer,en 8gint NtfsArgt (between pump and highest discharge point) Distribution Head Loss: 3.25 ft Additlonal Head Loss: ft (due to :pedal equipment, et<.)Forcemain Diameter: 2.0 in Hal: Forcemain Leneth: SO it Forcemain Friction Loss = Friction Loss in Plastic Pipe per FT of Forcemain (from Table 6:) X Forcemain Length Forcemain Friction Loss = 3.29 ft Add Equivalent Pipe Length from pump discharge to soil dispersal area discharge to account for fitting loss if needed. (Estimate by adding 25% to supply pipe length for fitting loss if desired. Forcemain Length X 1.25 = Equivalent Pipe Length). Use 1.0 for standard systems. 3.29 it Elevation Difference + Distribution Head Loss + Additional Head Loss + Forcemain Friction Loss = Total Dynamic Head (TDH) 10.00 ft + 3.25 ft + ft + 3.29 ft = 16.5 ft TDH PUMP SELECTION A pump must be selected to deliver a minimum 45.0 GPM at a minimum 16.5 TDH Pump Model Option 1: Zoeller 152 Pump Model Option 2: Zoeller 153 Performance Curve PUMP PERFORMANCE CURVE MODEL 1511152/163 I i 45- in 12 a0 1 I 10- 35 152 i a 25 b, 1 k g 20 it } -- I , --I — f0 �-- I i it 0 i I 10 i0 3C 4: 50 E0 YO W k -3 GALLO" WT 0 40 3C. 120 *3 M 240 160 UN) 3W Performance Curve iLOWPEAWNM 04W Page 11 Demand Dose Pump Tarn TANK CAPACITY AND DIMENSIONS Parcel 10: 004-1024-60-001 Design Flow: 450 GPD Code Minimum Pump Tank Capacity: 490 Gal Designer's Minimum Capacity: 600 Gal Tank Manufacturer: Huffcutt Tank Model: 1000/600 Capacity from manufacturer. 640 Gallons important.: Dose design calculations are based an this specific tank. Substituting a different tank model may alter the pump float Gallons per inch from manufacturer: 15.2 Gallons Per Inch settings. Contact designer if changes are necessary. Liquid depth of tank from manufacturer: 42.0 inches DETERMINE DOSE VOLUME Calculate Volume to Cover Pump (The inlet of the pump must be at least 4-inches from the bottom of the pump tank @ 2 inches of water covering the pump is recommended) Pump and block height + 2 inches X Tank Gallons Per Inch 'Adding 2lnches eimlres pump is covered by effluent during operation ( 10 in + 2 inches) X 15.2 Gallons Per Inch 183 Gallons Minimum Delivered Volume = 5 X Volume of Distribution Piping: (From Pressure Distribution worksheet) = 63 Gallons (minimum dose) Maximum Pumpout Volume = Design Flow x 20% 450 GPD X 20% = 90 Gallons (maximum dose) Select a pumpout volume that meets both Minimum and Maximum: 86 Gallons Doses Per Day = Design Flow _ Delivered Volume 450 9pc1 86 gal = 5 Doses Per Day Drainback: Diameter of Forcemain = 2 inches Length of Forcemain = 80 feet Volume of Liquid Per Lineal Foot of Pipe = 0.163 Galtons/ft Drainback - Forcemain Length X Volume of Liquid Per Lineal Foot of Pipe 80 ft X 0.163 gal/ft = 13.0 Gallons Total Dosing Volume = Delivered Volume + Drainback 86 gal + 130 gal = 99 Gallons Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per inch of tank *3 inch alarm depth recanmended to prevent 3 in X 15.2 gal/in = 45.7 Gallons turbulence resulting unnecessary pump cycling FLOAT SETTINGS Float Separation Distance for Dose: 3 = Total Dosing Volume , Gallons Per Inch 99 gal 15.2 gal/in = 6.5 Inches a j? '- Eat-" Float Distance Settings (measured from bottom of tank): - -- --',,- Distance to set Pump Off Float = Pump + block height + 2 Inches -� 1' 10 in + 2 in = 12.0 Inches Reserve Cap. 20.5 in A ., 3'.12.2 Distance to set Pump On Float = Distance to Set Pump -Off Float + Dose Separation Distance Alarm Distance 3.0 in is " ,O 45.7 12 in + 6.5 in = 18.5 Inches Pump On Distance 6.5 in .I CC �C 99.0 Distance to set Alarm Float = Distance to set Pump -On Float + Alarm Depth Pump Off Distance 12.0 in182.9 ^ in 21.5 Indies Pump Off Elev. 93.3 ft� Page 12 TANK SPECIFICATIONS e 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 glade, insulate the lid to an R-Value of 10 e Quick disconnect (Cam -Lock) reachable from final grade (24 inches max) required for pump installations e If forcemain will have a "I -Nook" 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 e Insulate building sewer if less than 2 feet from final grade and under all high traffic areas (driveways etc.) YJatertight wntrol tw+c w�[h 104.00 99.50 .. Quick Disconnect __ . Clean Out sines fwr in in V sal • s y 40 PVC pipe across tank 102.00 96.25 •' > ena"tionto Prevent pope 4' SCH 40 Bid .Sewer Effluent Fitter ` settling 1%1,5' PVC Float Tree y y -t :hC , ., ''+ *�• 20' ---- EJS�'_ A f 93.25 (Pump Off) Weep Hole 92.00�. .. ........._ .. .. ... •.,.- Q 4'Pump Block HUFFCUTT ® I1`000 600 TAN( L L. Mn roan[ OUTLET SIDE EL <TANK SASE, TOP, IDL Page 13 Mound Materials Estimate Parcel v 004-1024-60-001 A. Rock Volume: (Rock Below Pipe + Rock to cover pipe (pipe cia+ r inch)) X Bed Length X Bed Width = Volume (ft') 6 in + 5 in) + 12 X 100.0 ft X 4.5 ft = 412.5 ft3 Divide ft' by 27 ft'/yd3 to calculate cubic yards: 412.5 fe ;. 27 = 15.3 yd3 Add 30% for constructability: 15.3 yd3 X 1.3 = 19.9 yd3 For systems using Approved Products: Volume = Product Height X Bed Length x Bed Width Approved Product: k of Components needed: (See Mound Design page for detailed summary of - components needed) B. Sand Volume: Volume Under Rock bed: Average Sand Depth x Bed Width x Bed Length = cubic feet 5.2 ft X 4.5 it X 100.0 ft = 2331.0 ft' Upslope Volume: (Upslope Sand Height x Upslope width x Bed Length ) =2 = cubic feet (( 3.4 ft X 10.1 X 100.0 ) + 2 = 1725.5 ft' Downslope Volume: (Downslope Sand Height x Downslope Absorption Width x Bed Length) +2 = cubic feet (( 3.6 ft X 13.5 ft X 100.0 ) < 2 = 2422.1 ft3 Endslope Volume: Downslope Sand Height x 3 x Bed Width = cubic feet ( 3.6 ft X 3.0 ft X 4.5 ft = 48.6 ft' Total Clean Sand Volume: Upslope Volume + Downslope Volume + Endslope Volume +Volume Under Bed 1725.5 ft3 + 2422.1 ft3 + 48.6 fe + 2331.0 ft3 = 6527.2 ft 3 Divide ft' by 27 ft'/yd'to calculate cubic yards: 6527.2 ft' + 27 241.7 yd3 Add 30% for constructability: 241.7 yd3 X 1.3 = 314.3 y 3 d C. Topsoil Volume: Distribution Box Cover Volume (approx) : Distribution Box Length X Width X Average Topsoil Height (18") 4.5 ft X 100.0 ft X 1.5 ft = 675.0 ft' Downslope Berm Cover Volume: Downslope Berm Length X Width X Depth (121 18.0 ft X 100.0 ft X 1.0 ft = 1800.0 ft' Upslope Berm Cover Volume: Upslope Berm Length X Width X Depth (12") 10.1 it X 100.0 ft X 1.0 ft = 1010.0 ft' Endslope Berm Cover Volume: Endslope Berm [Length X Width X Depth (12")] X 2 (2 Berms) 13.1 it X 32.6 ft X 1.0 ft X 2 = 853.0 ft' Divide ft' by 27 ft')yd'to calculate cubic yards: 4338.0 it 3 27 = 160.7 yd3 Add 30% for constructability: 169.7 yd' x 1.3 = 208.9 yd3 "For rough estimation purposes only. Final material estimates should be calculated by the plumberlinstaller" Page 14 Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT In accordance with SIPS 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. 004-1024-60-001 Please print all information. Reviewed by Page 1 of 2 Date Property Owner Property Location: Rebeka Stoltman Govt. Lot: NE '/4 NW % S 11 T 28 N R 15 W Property Address Lot it Block # Subd. Narne or CSMA 3135 50TH AVE City State Zip Code Phone Number ❑ City ❑ Village [I Town Nearest Road Knapp JWI 154749 1 Cady 50TH AVE New Construction Use: 0 Residential I Numberof bedrooms 5 Code derived design flow rate 750 GPD ❑ Replacement ❑ Public or commercial — Describe: Parent material Loess over loamy till (Vlasaty sil) Floodplain elevation if applicable NA ft. General comments and recommendations: Site Is atl: ; 0 Holding tank only. Site .'s good candidate for soil saturation determination (Interpretive Determination Report). LF =0- (Redoximorphic features) 1❑ Boring # ❑ Boring © Pit Ground surface elev.100.00 ft. Depth to limiting factor 0 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/Fe 'Eff#1 'Eff#2 1 0-11 1OYR 3/3 sil 2f-msbk mfr cw 2f-vf 0.6 0.8 2 11-14 1 OYR 2/2 f1f 5YR 518 1 2fgr mfr cw 1f-vf 0.6 0.8 3 14-18 10YR 413 Of 10YR 4/6 & 10YR 5/2 SIM 2fabk mfr gs If-vf 0.6 0.8 4 18-25 10YR 4/3 c2d 7SYR 518 & 10YR 512 sil 2fabk mfr gw 1f-vf 0.6 0.8 5 25-36 10YR 5/3 m2p 7.5YR 416 & 7.5YR 512 sici 1 mabk mff gw 1 f-vf 0.2 0.3 6 36-46 10YR 4/3 m3p 5YR 4/6 & 7.5YR 511 sci Om mvff 0.0 0.0 rA+n^) 2 ] Boring # ❑ Boring 0 Pit Ground surface elev. 98.70 ft. Depth to limiting factor 0 in. Snil Annlication Rate Horizon Depth In, Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Eff#1 'Efi#2 1 0-10 10YR 3/3 - sil 3f-msbk mfr cs 2f-vf 0.6 0.8 2 10-15 10YR 4/4 f1f 10YR 4/6 & 10YR 512 1 2fsbk mfr gs 1vf 0.6 0.8 3 15-30 1 OYR 4/4 c2d 7.5YR 5(8 & 10YR 5/1 cl 2cabk mfi gw 1vf 0.4 0.6 4 30-39 10YR 4/3 m2p 7.5YR 416 & 7.5YR 5il cl 1 mabk-0m mvff 0.0 0.0 (A+0") CST Name (Please Print) Signature CST Number Ryan Bechel SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 05/13/21 (651) 327-0074 JDU-00ou tnu9f I ul Page 15 3❑ Boring # ❑ Boring Pit Ground surface elev. 98.80 ft. Depth to limiting factor 0 in. Horizon 1 Depth In. 0-9 Dominant Color Munsell 1 OYR 313 Redox Description Qu. Az. Cont. Color Texture sit Structure Gr. Sz. Sh. 2f-sbk Consistence mfr Boundary gs Roots 2f-vf GPD/Ft2 'Eff#1 0.6 'Eff#2 0.8 2 9-12 10YR 313 f1f 5YR 4/6 sit 2fabk mfr cs 2f-vf 0.6 0.B 3 12-18 10YR 513 f2d TSYR 5/8 & 10YR 5/2 1 2f-mabk mfr-mfi cw 1vf 0.6 0.8 4 18-27 1 OYR 4/3 c2d 7.5YR 416 & 7.5YR 52 cl 2c-mabk mfi gw 1vf 0.4 0.6 5 1 27-40 1 OYR 413 m3p 5YR 416 & 7.5YR 5/2 cl-scl 1 mabk-Om mvfi 0.0 0.0 (A+0") 4 Boring # ❑ Boring 0 Pit Ground surface elev.98'40 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 GPD/Ft2 'Eff#1 I -Eff#2 1 0-8 10YR 3/3 - sit 2f-msbk mfr cs 2f-vf 0.6 0.8 2 8-15 10YR 5/3 c1d 7.5YR 518 & 10YR 612 sit 2fabk mfr gw 1 of 0.6 0.8 3 15-23 1 OYR 4/3 c2d T5YR 416 & 10YR 5/2 cl 2-3cabk mfi cw 1vf 0.4 0.6 4 23-32 10YR 4/3 m3p 5YR 416 & 7.5YR 5/1 scl Om mvfi 0.0 0.0 (A+O) Boring # ❑ Boring Pit Ground surface elev. 106.20 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 GPD/Ft2 "Eff#i *Eff#2 1 0-6 10YR 3/3 - sit 2f-msbk mfr cs 2f-vf 0.6 0.8 2 6-11 1 OYR 5/4 f1d 7.5YR 5/8 & 10YR 512 1 2f-mabk mfr gw 1vf 0.6 0.8 3 11-15 1 OYR 513 c2d 7.5YR 5/8 & 7.6YR 52 cl 2c-mabk mfi gw 1vf 0.4 0.6 4 15-23 10YR 4/3 c2p 7.5YR 4/6 & 7.5YR 52 cl 1 mabk mfi cw 0.2 0.3 5 23-42 1 OYR 4/4 m2p 5YR 4/6 & 7.5YR 512 cl Om mvfi - 0.0 0.0 (A+O„) Effluent #1 = BOD, > 305 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 < 150 mg/L Page 16 esigcos Ryon Bechel erlti5ed Soil Tester. SP-111500001 esfgrlw of Engineering Systems: D 2263-7 ADVANCED 50TH AVE P/L P/L -h p + + . + + . C \ / �t \` capper per �` \\ PTop Tree lin e• BM2 = 107.00 op nail in 16" spilt) ma -- ----�--- weu 50' —� o a hardwood tree 2' $\ \ above grade m +- + + + 'O \ Zoe + + + + \T/ ,� 0tr' \ Na I 'All property lines not O Benchmark drawn are >100ft from Septic Taak: system I$l, Sal Boring '/L + r //`\`� '`P�d \` 4 + + + IPA CY°�AQJa let - \ I t + + + \ 11\ m / + + + + + + + -I- + \F / / \ m + + + + + + + + + + + + + + + + + + + + / Current grade + + + + + + + + + \ \ �eu4 / 104.00 G+ / + + + + + + + + + + + + + + + + + + + + + + + + + \ P/L BMi = 100.00 Top V PVC pipe (21" above grade) 0 0 to east rn to I ±335' — f\� to south P.L. SCALE 25' 0' S0' . -t- + 4- t 4- + 1 I GurHtu6 Stolanrnt This system hoe been designed and evluated In accordance atN Stole and Local oodee. The soft troatmsd area must remoin protected from disturbance and/or compaction before and oftw -..r.-.n.n in -WW' a It W TAT Wit CKTCY WI I rY1NnWm " L11WnrW1W IWnimiNM V 4.. _ .v ti � .nnl 4W — ....I.m?. m.v...m.n1 nlnn fir IHFn dW. m nm.r rn� mA Pump Tank: STA: -Sire is all A+0'. Holding tank only. -Site is good oaradate for soil saturation delerminstion (Interpretive Determination Report) -Depth to restriction =0' )Redoxviorphicfestures) -Contour=100.00 -Slope = 4% Distribution: LOCATION MAP (not to scale) 50TH AVE SITE w S PREPARED FOR: Rebeka Stol man Site Address: 3135 50TH AVE Knapp, WI 54749 PID: 004-1024-60-001 40.0 Acres Legal! NE 1/4 NW 1/4 S11 T�$N R) W Town b'tOrae a �iJ l� % I� �' ' ,? f `ti._I � � f f � �'S' i _ f , �,r,r--'•*Rr_ .— ��s +._... / �- A � � R a h t .r t _ 1 !1 d 1 _ n �,' •4+"..e r� rl ( �` —^".' .".C+ � / � i It � � � ?.4�^ �. —��\`4 �, �. ..1 l �� (! `, Imo..`- %sr.ti.�;T DIVISION OF INDUSTRY SERVICES Ls �., 10541 N RANCH RD .. . T-. HAYWARD WI 54643.6462 rr i Contact Through Relay �sP$ http:ildsps.wi.gov/programOndustryservices www.wlsoonsin.gov �RF�+IU�nt. - Tony Evers -Governor July 16, 2021 CONDITIONAL APPROVAL SOILS SATURATION DETERMINATION Plan Review Number: PWTS-072100070-SSD RYAN BECHEL 779 Spring Creek Road Red Wing MN 55066 SITE: Rebeka Stoltman 3135 50th Avenue St. Croix County Town of Cady NE % - NW'/<-S11—T28N—R15W CONDITIONALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CQ ESPCNDENCE 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 June 23, 2021. • 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 Page 19 it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to Improve vertical water movement into the loll 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 shaI! 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, Cecel g ' CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608)400-3186 elizabeth_nidnickina wisconsin,Pov Page 20 Property Owner: Rebeka Stoltman Site Address: 3135 50TH AVE, Knapp, WI 54749 Date: 06/13/21 SOIL INTERPRETIVE DETERMINATION REPORT CONDITIONALLY APPROVED DEFT OF SAFETY AND PROFESSIONAL SERVICES Page: 1 Soil Test DIVISION OF INDUSTRY SERVICES Page: 2 Soil Test Page: 3 Soil Test ; ` 'Ln C�. ` .� K_t�ct C . Page: 4 Soil Test SEE CO ESPONDENCE 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: 10-11 Attachment 2 Page: 12-13 Attachment 3 Page: 14-16 Attachment 4 `\`\5 C 0 Page: N , RYAN G. Page: - BECHEL ' =_ D-2263-7 - RED WING - MN 40 ''"),#III III I W0\ J Designer Signature: Date: 6/13/2021 ADVANCED ENVIRONMENTAL LLC 311 Cannon VIeW DR - tied Wing. M 560GG Fogs 21 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. 004-1024-60-001 Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privapy Law, s. 15.04 1 m . Property Owner Property Location: Rebeka Stoltman Govt. Lot: NE Y. NW % S 11 T 28 N R 15 W Property Address Lot # Block # Subd. Name or CSM# 3135 50TH AVE City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road KnaPe JWI 154749 1 Cady 150TH AVE ©Ne:vConstruction Use: ©Residential/Numberofbedrooms 5 Code derived design flaw rate750 GIRD ❑ Replacement ❑ Public or commercial — Describe: _ Parent material Loess over loamy till (Vlasaty sit) Floodplain elevation if applicable NA ft. General comments and recommendations: site is all A+o". Holding tank only. Site is good candidate for soil saturation determination (Interpretive Determination Report). LF = 0" (RedoArnorphic features) 1❑ Boring # ElBoring ❑I Pit Ground surface elev. 100.00 ft. Depth to limiting factor 0 in. 1 _ Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 •Eff#2 1 0-11 10YR 3/3 - sit 2f-msbk mfr cW 2f-vf 0.6 0.8 2 11-14 10YR 2/2 f1f 5YR 5/8 1 2fgr mfr cw 1f-vf 0.6 0.8 3 14-18 10YR 4/3 clf 10YR 416 & 10YR 5/2 sil-I 2fabk mfr gs 1 f-vf 0.6 0.8 4 18-25 10YR 4/3 c2d 7.5YR 5/8 & 10YR 512 ell 2fabk I mfr j ow 1f-vf 0.6 0.8 5 25-36 10YR513 m2p7.5YR416&7.5YR512 Sid lmabk mfi gw If-vf 0.2 0.3 6 36-46 10YR 4/3 m3p 5YR 416 & 7.5YR 611 ad 0 m mvfl 0.0 0.0 (A+0") 2❑ Boring # ❑ Boring Pit Ground surface elev. 98•70 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 GPD/Fe 'Eff#1 "Eff#2 1 0-10 10YR 313 - sit 3f-msbk mfr cs 2f-vf 0.6 0.8 2 10-15 10YR 4/4 f1f 10YR 416 & 10YR 5/2 1 2fsbk mfr gs 1vf 0.6 0.8 3 15-30 10YR 414 c2d 7.5YR &8 & 10YR 511 d 2cabk mfi gw 1vf 0.4 0.6 4 1 30-39 10YR 4/3 m2p 7.5YR416 & 7.5YR 511 cl 1 mabk-0m mvfi - 0.0 0.0 (A+0'� CST Name (Please Print) Signature CST Number Ryan Bechel SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S. Red Wing, MN 55066 05/13M (651) 327-0074 sdu-assu (HUMb) Page 22 3❑ Boring # ❑ Boring Pit Ground surface elev. 98.80 ft. Depth to limiting factor 0 in. Snil Annliratinn Ratp 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 0-9 10YR 3/3 sil 2f-sbk mfr gs 2f-vf 0.6 0.8 2 9-12 10YR 313 f1f 5YR 4/6 sil 2fabk mfr cs 2f-vf 0.6 0.8 3 12-18 10YR 513 t2d 7.5YR 518 & 1 OYR 5/2 1 2f-mabk mfr-mfi cw 1vf 0.6 0.8 4 18-27 10YR 4/3 c2d 7.5YR 4/6 & 7.5YR 5/2 cl 2c-mabk mfi gw 1vf 0.4 0.6 5 2740 10YR 4/3 m3p 5YR 416 & 7.5YR 5/2 cl-scl 1 mabk-Om mvfi 0.0 0.0 ❑q Boring # FMI ❑ Boring Pit Ground surface elev. 98.40 ft. Depth to limiting factor 0 in. Q. it Horizon Depth In, Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft` `Eff#1 `Eff#2 1 0-8 10YR 3/3 - sil 2f-msbk mfr cs 2f-vf 0.6 0.8 2 8-15 10YR 513 c1d 7.5YR 5/8 & tOYR 612 sill 2fabk mfr gw 1vf 0.6 0.8 3 15-23 10YR 413 c2d 7.5YR N6 & 10YR 512 cl 2-3cabk mfi cw 1 Vf 0.4 0.6 4 23-32 10YR 413 m3p 5YR 416 & 7.5YR 511 scl Om mvfi 0.0 0.0 (A+U') Boring # ❑ Boring ❑o Pit Ground surface elev. 106.20 ft. Depth to limiting factor 0 in. Sml Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft` 'Eff#1 `Eff#2 1 0-6 1 OYR 3/3 - sil 2f-msbk mfr cs 2f-vf 0.6 0.8 2 6-11 1 OYR 514 Md 7.5YR 518 & 10YR 5/2 I 2f-mabk mfr gw 1vf 0.6 0.8 3 11-15 10YR 513 c2d T5YR 518 & 7.5YR 5/2 cl 2c-mabk mfi gw 1vf 0.4 0.6 4 15-23 10YR 4/3 c2p T5YR 416 & 7.5YR 52 cl 1 mab k mfi cw 0.2 0.3 5 23-42 10YR 414 m2p 5YR 4/6 & 7.5YR 5/2 cl Om mvfi 0.0 0.0 (A+0") ` Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 305 150 mg/L ` Effluent #2 = BOD, > 30 s 220 mg/L and TSS > 30 5150 mg/L Page 23 'esigner: Ryan Bechel *All property lines not Benchmark uertifled Soil Tester: SP-111500001 ADVANCED drawn are >100ft from Septic lank: resigner of Engineering Systems: D 2263-7 0494 system Soil Boring P/L 50T U AVE—i AP/L \ \ ` -------- Ca er Tree line BM2=107.00 Top nail In 16" split � $ $. 7 m Well N hardwood tree �\ 2' above grade \ m + + + -I- + + + BM1 = 100,00 Top 1" PVC pipe (21" above grade) + i + I� �Jan� l �+ 4% i n + + + + -{\\\\\ �dy \\\\ I m m + + + + + + \-• \\\y, + + + + + + + j + + + + + + + \ / 00 + + + + + + + + + + + + + + + + + + + + /� ���'O > Current grade + + + + + + + + + ` =104.00 + + + + + + + + + I + + _,,� Tree line + + + + '+ + _F + T + + + +\ 4- + — ato east m$ I ±335' — to south P.L, r--- SCALE' 11S' I 0' 50' OwNed Staterna t Thar 4dwn hes bewn desigred and evaluated in 0000rdancs wah State and Local codes. The wit treatment area mw! remain pmtseted from disturbance and/ar mmpaction befm and altar nn.r ".... eel VM WwW M H 1 MM avaeFY Vwr l Mw m ase•tvw WnY.YW=y � ... ti ..r.. ' rM9Mn w _ __.0 _'. ,.V.ww,r.n.M n4... I nMn....dl.... .,., .....r .w.. Pump Tank: STA: -Site is all A.0'. Holding tank only. Sire is good candidate fa mil saureum dettnnnl9aa (Interpretive Determination Reporp -Depth to restddbn = 0• [Ft ftnorp ic15eaug; -Contour=100.00 -Slope = 4% Distribution: LOCATION MAP (not to sods SITE PREPARED FOR Rebeka Rottman 3135 50TH AVE Knapp, WI 54749 W 2 a PID: 004-1024-60-001 40.0 Aares Legal: NE 1/4 NW 1/4 S11 T28N R15W Town of Cody ��� sr ( z,. �..` Mom`_ "\_•-'i / % f y, .�• �� ��- � ..Fy � . T .y, fzi y f�.;.� ; r� Wit••---�LiA-'`'' r lA• Soil Interpretive Determination Report Prepared for: Rebeka Stoltman Site Location: 3135 50TH AVE, Knapp, WI 54749 jggg NE 1/4 NW 1/4 S11 T28N R15W Town of Cady Evaluation Date: 5/13/21 Introduction: On 05/13/2021 a soil and site evaluation was conducted at the above -described property to locate a suitable area for a new Private Onsite Wastewater Treatment System (POWTS). The subject property consists of a single 40-acre parcel which the owners intend to construct a 4-bedroom home on in the near future. The owners have also indicated they intend to initially construct a shop with a single bedroom living -quarters area so they can live on the property while construction is underway on their new home. A POWTS system with a capacity for up to 5 bedrooms is therefore needed to accommodate the owner's development goals. A series of 5 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. Local and Site Hydrology: The property is located within the Wilson Creek watershed, which is a sub -watershed of the Lake Menomin-Red Cedar River major watershed. This area drains primarily southeast before eventually entering the North Branch of Gilbert Creek. Drainage in the tested area is aided by gentle rolling slopes that range from 34% grade. Slopes are convex -convex in shape and most on -site drainage flows southeast towards the wooded lowlands that begin to form the headwaters of the North Branch of Gilbert Creek. There is an unnamed intermittent stream running east to west within the wooded portion of the property. The strearn is not a public water. There are 3 small water features (ponds) also located in the lower -lying wooded areas. One of the water features is identified as a "Wetland indicator" point Per St Croix County GIS data. No other portion of the property is identified as a delineated wetland. There are scattered wetland indicator points throughout the immediate vicinity, however there are no delineated wetland features nearby (see attachment 1). The nearest wetland indicator point is over 700 feet from the subject test area and Page 26 is in a depressional landscape. The test area does not appear to have hydric soils or wetland indicator vegetation. Furthermore, the test area does not express a "depressional landscape" like the surrounding areas that do contain wetland features. 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 A which is dominated by Hapludalfs in forested silty soils (Bockheim, J. G., & Hartemink, A.E. (2017). The Soils of Wisconsin. Springer Publishing). The parent material of the tested area consists of windblown loess and loamy deposits laid over a dense clay loam to sandy loam till (see attachment 3). Though the topsoils in the area express good soil structure, the underlying glacial till subsoils are dense and very firm as a result of extreme compaction forces during the prior glaciation. Soil Mapping: USDA Web Soil Survey data classify the soils in the tested area as a Vlasaty Silt Loam. The Vlasaty series consists of very deep, moderately well -drained soils that formed in 12 to 26 inches of loess or loamy sediments and the underlying glacial till. These soils are on interfluves and side slopes on dissected till plains. Permeability is moderate in the silty mantle, slow or moderately slow in the lower part of the solurn, and very slow in the substratum. The Vlasary series is an Aquic Glossudalf subgroup of the Alfisol soil order. Glossudalf soils are characterized by a "glossic horizon" (E/B, B/E) in soils that are never dry for >90 cumulative days or >45 consecutive days ("ud") (see attachment 4). The topsoils and initial sub- soils express moderate structure which aids in the downward movement of water through the soil profile as well as the lateral movement of water downslope. Soil structure deteriorates with depth eventually becoming structureless (massive and very firm). The consistent rolling slope in the observation area has IikF!j aided drainage adequately enough to prevent wetland or hydric soil conditions from forming. Soil Conditions and Surface Water Flow: Surface and subsurface drainage from the site flows primarily southeast to the low-lying wooded portions of the property to the unnamed stream. Overland flow is aided by a convex -convex slope shape which disperses surface water flow more evenly across the slope. The test area is located on a shoulder slope near the crest of a hill preventing very little surface water flow across the test area. Surface r;;noff from the north is also intercepted by the road drainage ditch traveling along the north property line further reducing surface water migration across the test area. overall, the soil evaluation results revealed a relatively consistent topsoil and subsoil regime throughout the test area. Topsoil (A -Horizon) depth ranged from 0-12 inches and was a dark brown (10YR 3/3) silt loam with moderate fine -to -coarse subangular blocky structure. Page 27 The topsoil (A -Horizon) was followed by an eluvial (E-Horizon) in Borings 3, 4 and 5 which contained a light brown (10YR 5/3) loam with moderate blocky structure. The subsoils in Boring 1 & 2 were a brown UOYR 4/4) loam to silt loam with moderate blocky structure. Starting at approximately 15-18" soil texture became noticeably "heavier" with the horizon consisting of a brown (10YR 4/3-10YR 4/4) clay loam to silty clay loam texture with moderate angular blocky structure. Parent soil materials (Horizon C) were slightly darker than the B-horizon subsoils but retained a brown (10YR 4/3) color. C-Horizon texture ranged from clay loam to sand clay loam with weak angular blocky structure in the upper part of the horizon which quickly deteriorated to very firm and massive with depth, especially beyond 36". Redoximorphic features were observed in all 5 borings. A few, fine, faint redoximorphic features were observed in the dark brown (10YR 2/2; 10YR 3/3) topsoils of borings B1 and B3 at a depth of 11" and 9" respectively. No redoximorphic features were observed in the dark brown topsoils above 9", however, the site is a farm field and agricultural tillage has likely impacted the soil color and texture in the Ap horizon. Though tillage practices have modified the native soil structure, they have also likely loosened and aerated the soils in the Ap horizon. Redoximorphic features were present throughout the subsoil horizons beginning as few, fine -to -medium, faint, and becoming common to many, large and prominent as depth increased. Redoximorphic features were most abundant and prominent in the massive clay loam soils in the C-Horizon, indicating the horizon is strongly contributing to the slowed movement of water through the soil solum. The frequency and intensity of the redoximorphic features was markedly lower in the B-Horizon, indicating that "perching' does take place in the upper horizons, but likely less frequently and for a shorter period of time in the upper portions of the solum. No fill soils were encountered. It does not appear that a building has ever been present in the tested area. No standing water or saturated soils were observed in any of the test pits during the observation window. A review of a previous soil tests conducted in the vicinity indicates similar wet soil conditions to those observed. A soil test completed 8/11/2005 by Tom Gustum at 3136 50TH AVE, Knapp, WI (due north) found a comparable silt loam soil regime with redoximorphic features encountered beginning at 14" of depth. This test area is within the same soil mapping unit (Vlasaty sill as the subject test area but is approximately 10 feet higher in elevation. The soil boring logs indicate moderate silt loam soils over silty clay foams with moderate angular structure down to approximately 30". No massive soil conditions were noted by the tester. The lack of massive soil conditions within the upper 30" of this test area likely prevented formation of the "A+O" soil conditions observed in the subject test area (see attachment 4). Conclusions/Recommendations: The site appears to be impacted by a "perched" seasonal water table that is likely caused by the densic clay loam and sandy clay loam 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 4- inch subsoil horizon below the topsoil and therefore the site is all "A+O." No Redoximorphic features were observed in the upper 9 inches of soil. Page 28 In general, soil conditions deteriorated as elevation decreased, with B4 encountering the shallowest depth to massive soils. Conversely, the contour shape becomes increasingly convex as elevation increases, eventually forming a "horseshoe" near the top of the hill. While a convex slope shape is preferred for an above grade soil treatment sent, the severity of the convexity near the top of the hill becomes problematic for construction. For these reasons, the soil treatment area should placed on the "100.00" contour which provides a gentler convex -convex slope shape while avoiding the shallower massive soil conditions present lower in elevation. Overall, topographic relief (4%), slope -shape (convex -convex), landscape position (shoulder), and soil structure (moderate, blocky) in the topsoil horizons is adequate to encourage water movement downslope and away from the test area. Based on this information I would conclude that, 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. The following design criteria shall be implemented in the proposed mound system design: 1. The mound shall be installed on the 100.00 contour between borings BI, B2, and B3 2. The mound should be long and narrow. The distribution bed should 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 should not exceed 0.2gpd/ft2 4. The mound should have a minimum 30-inch ASTM-03 sand -lift 5. Pressure distribution should be level and orifice density should be kept as low as possible (_1oft2/orifice) 6. Mound installation should only occur if soils are dry and friable to prevent smearing of the soil and compaction of the subsurface soil structure. Installation should be avoided during the spring of the year if at all possible 7. The site should be graded to divert surface water away from the mound system and downslope basal area and roof drainage systems (gutters etc.) should be designed to outlet away from the mound area Page 29 All , 1 n6 0 4' 55'52"N 44' 5531'N 3 Soil Map —St. Croix County, Wisconsin 3 d a � m c&' s�3w 555M 655MD 3 aMap Scale: 1:3,260 f pMted on A portrait (8.5' x 11") 6 ett. metes n N 0 45 90 t80 270 — — — — Feat 0 1S0 300 800 KOA MapwpleCtlon:web Mermw Cm w=mkowsrWM84 ft:VfM Zom 15NWGS84 ust)A Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 44^ 555Y'N 0 G Q Q R h Q O_ W 5531'N 995M 555M 3 A A'A�81 Pago t of 3 Soil Map —St. Croix County, Wisconsin Map Unit Legend Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI SaB Santiago silt loam, 2 to 6 percent slopes SrA Skyberg silt loam, 0 to 3 percent slopes 22.8 51.8% VaB Vlasaty silt loam, 2 to 6 percent slopes 20.8 47.2% Totals for Area of Interest 44.1 100.0% UsuM Natural Resources Web Soil Survey 7/1/2021 Conservation Service National Cooperative Soil Survey Page 3 of Page 32 4/10/2021 LOCATION VLASATY MN+WI Official Series Description - VLASATY Series Established Series Rev. CRC-DMA-AGG 09/2005 VLASATY SERIES The Vlasaty series consists of very deep, moderately well drained soils that formed in 30 to 66 centimeters (12 to 26 inches) of loess or loamy sediments and the underlying glacial till. These soils are on interfluves and side slopes on dissected till plains. Slopes range from 1 to 12 percent. Mean annual precipitation is about 790 millimeters (about 31 inches). Mean annual air temperature is about 9 degrees C (about 48 degrees F). TAXONOMIC CLASS: Fine -loamy, mixed, superactive, mesic Aquic Glossudalfs TYPICAL PEDON: Vlasaty silt loam, on a southeast facing, linear slope of 2 percent, in a cultivated field, at an elevation of about 400 meters (about 1,300 feet) above sea level. (Colors are for moist soil unless otherwise stated.) Ap--O to 18 centimeters (0 to 7 inches); very dark grayish brown (1 OYR 3/2) silt loam, dark grayish brown (1 OYR 4/2) dry; moderate very fine granular structure; very friable; moderately acid; abrupt wavy boundary. [15 to 23 centimeters (6 to 9 inches) thick] E--18 to 28 centimeters (7 to 11 inches); grayish brown (1OYR 5/2) silt loam, light gray (1OYR 7/2) dry; moderate thin platy structure; friable; moderately acid; abrupt wavy boundary. [2 to 20 centimeters (1 to 8 inches)thick] B/E--28 to 41 centimeters (11 to 16 inches); brown (1 OYR 4/3) silty clay loam (Bt); moderate fine subangular blocky structure; friable; penetrated by tongues of grayish brown (1 OYR 5/2) silt loam (E); moderate very fine subangular blocky structure; friable; few fine faint yellowish brown (1 OYR 5/4) masses of iron accumulations; strongly acid; abrupt irregular boundary. [The glossic horizon ranges from 13 to 25 centimeters (5 to 12 inches) thick] 2Bt1--41 to 56 centimeters (16 to 22 inches); brown (10YR 4/3) clay loam; moderate fine subangular blocky structure; firm, few distinct clay films on faces of peds; about 3 percent gravel; few fine distinct dark grayish brown (2.5Y 4/2) masses of iron depletions; strongly acid; clear wavy boundary. 2Bt2--56 to 71 centimeters (22 to 28 inches); brown (1 OYR 4/3) clay loam; moderate medium prismatic structure parting to moderate medium subangular blocky; firm; few distinct clay films on faces of peds; few prominent light gray (10YR 7/1) sand and silt coats on faces of peds; about 3 percent gravel; common medium distinct grayish brown (2.5Y 5/2) masses of iron depletions; strongly acid; clear wavy boundary. 2110--71 to 86 centimeters (28 to 34 inches); yellowish brown (10YR 5/4) clay loam; moderate medium prismatic structure parting to moderate medium subangular blocky; firm; few distinct clay films on faces of peds; few prominent light gray (10YR 7/1) sand and silt coats on faces of peds; about 3 percent gravel; common medium prominent strong brown (7.5YR 5/6) masses of iron accumulations; many medium distinct grayish brown (2.5Y 5/2) masses of iron depletions; strongly acid; clear wavy boundary. 211W-86 to 127 centimeters (34 to 50 inches); yellowish brown (10YR 5/4) clay loam; moderate medium prismatic structure; firm; few distinct clay films on faces of peds; about 3 percent gravel; few medium prominent strong brown (7-5YR 5/6) masses of iron accumulations; many coarse distinct grayish brown (2.5Y 5/2) masses of iron depletions; strongly acid; clear wavy boundary. [Combined thickness of 2Bt horizons is 50 to 127 centimeters (20 to 50 inches).] Page 33 https://cescilresource.lawr.ucdavis.odu/sdet?serles=vlasaty 1/4 4/10/2021 Official Series Description - VLASATY Series 2BC--127 to 152 centimeters (42 to 60 inches); yellowish brown (IOYR 516) loam; moderate coarse prismatic structure; firm; about 3 percent gravel; common coarse prominent strong brown (7.5YR 5/6) masses of iron accumulatiosn; many coarse distinct grayish brown (2.5Y 5/2) masses of iron depletions; slightly effervescent; slightly alkaline. TYPE LOCATION: Major Land Resource Area (MLRA) 104 Eastern Iowa and Minnesota Till Prairies; Mower County, Minnesota subset; about 1/4 mile southwest of Le Roy; about 683 meters (2,240 feet) north and 137 meters (450 feet) west of the southeast comer of section 33, T. 101 N., R. 14 W.; USGS Le Roy quadrangle; lat. 43 degrees 30 minutes 23 seconds N. and long. 92 degrees 30 minutes 39 seconds W., NAD 83. RANGE IN CHARACTERISTICS: Depth to glacial till--30 to 66 centimeters (12 to 26 inches) Depth to carbonates--102 to more than 203 centimeters (40 to more than 80 inches) Content of clay in the particle -size control section (weighted average)--20 to 28 percent Content of sand in the particle -size control section (weighted average)--25 to 45 percent Special feature --some pedons have a stone line or thin layer, 2 to 13 centimeters (1 to 5 inches) thick of gravelly and sandy materials at the base of the silty or loamy sediments Ap or A (when present) horizon: Hue--1 OYR Value--3 to 5 Chroma--1 to 3 Texture --silt loam or loam Clay content--15 to 27 percent Sand content--5 to 30 percent Reaction --moderately acid to neutral Uncultivated areas have an A horizon from i to 5 inches in thickness. E and E part of EB (when present) or BB horizon: Hue--10YR Value-4 to 6 Chroma-4 to 3 Texture --silt loam or loam Clay content--15 to 25 percent Sand content--5 to 30 percent Reaction --moderately acid or slightly acid In some cultivated areas the E horizon is mixed into the Ap horizon Bt (when present) and Bt part of EB (when present) or B/E horizon: Hue--1 OYR Value--4 or 5 Chroma--3 or 4 Texture --silt loam, silty clay loam, or loam Clay content--22 to 32 percent Sand content--5 to 30 percent Reaction --strongly acid to slightly acid 213t horizon: Hue--l0YR or 2.5Y Value--4 or 5 Chrnma--3 to 6 Texture --loam or clay loam Clay content--20 to 28 percent Page 34 https:/Icasollresourre.lawr.ucdavis.edu/sdal?sedes=Aasaty 214 1269 WisWsin C..,�.t W t n; C •-= 6 _e SOIL EVALUATION REPORT Paga 1 of 3 Division of Safety and Buildings in accordance with Cam 85, Wis. Adm. Code Gustum Septic Service Attach complete site plan on paper not less than 8% x 11 inches in sae. Plan must Courdy St. Crobc include, but not Bmited to: vertical and horizontal reference pant (BM), direction and Parod I.D. percent slope, scale or dimamsions, north arrow,Jarest road. Please print all j� j I� r�� Personal i formation you provide may be fat cry!M:TW444%t0 (PrMdc64 (t) Im)). Data r w Y l _ �l' 1�, .`. O 7 %rM I Hybben, Ron n/a SE 1/4 SW 1/4 S 2 T 28 N R 15 W Property Owners Mailing Address Yt � 1] 2�� ��t Bkidc # Subd. Name a CSNYF 612 4th Street N. #5 ST I /a n/a N/A City State rif(N1nI10 PhaIer City N Village Tow n Nearest Road New Construction Use: >d Res Nu 3 Code derived design flow rate 450 - GPD In Replacement Public or corrimer—aWa-Describe. _ Parent material loess Flood plain elevation, 4 applicable n/a General comments and recommendatiom: Recommend mound system along 94.2' contour. SM 2= 94.4'. Part of 28.5 acres. Site address is 3136 50th Street. LLJ Boring # 19 Boring Ig Pk Ground Surface elev. 94.2 ft. Depth to limiting factor __-1 in. Sail Applicatim Rate Hof4 xr Depth 0010irant Cola Redax Description Texture Sbucture Consistence Boundary Roots Grurii i 0 5 10yr2/2 none sit 2mcr mvfr as 3f,1m 0.5 0.8 2 5-9 10yr4/2 none so 2msbk mvfr cw lfim 0.5 0.8 3 i, 9-14 10yr5/3 none ail 2msbk mfr cW - 0.5 0.8 4 14- 8 10yr4/4 c2�51 /8' ail 2msbk mfr cw - 0.5 0.8 5 18-26 10yr4/6 m7P51 /8 aid 2msbk I mfi - 0.4 0.6 Boring # 9 Pit Ground Surface etas. 93.8 ft. Depth to limiting facto ---, ---in. Soil Application Rate w 3" L sr�t Color P, L'. DeS4,: " T�-e S rc ,.. Cunsstence �rndey 0 - 1 0-6 10yr2/2 none ail 2mcr mvfr as 3f, im 0.5 0.8 2 6-11 10yr5/3 none ail 2msbk mvfr cw 2m,lco 0.5 6.1 3 11-15 10yr5/4 none ail 2msbk mfr cw 1m 0.5 0.8 4 15- 1 10yr4/4 �7 5 sil 2msbk mfr cw - 0.5 0.8 5 21-30 10yr4/6 gyps r318 sid 2msbk mfi - - 0.4 L • Ijp ' Effluent #1 = BOD y> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <30 mg/L ernd TSS <,Q mg/L CST Name (Please Print) Signature: CST Number .,trirr .r:{firj. '_ 2S7G10 I ��s Gustum Septic Service Date Evekialltw Conducted TeWione Number L New Auburn, W1 54757 8/11/00 715-658-1344 Page 75 prop" Ow w Hy n, Ron _ _ —_ Paroel ID# pap_ 2 -d. 3jBoring# 10 Boring J Pit Ground Surfaoa alr+v..__._44,2 _ R Depth to lim8ing facto 1.7 in. W App6cation fto Horizon NO Dominant Cda Redox Description TeaWre Structure Consistence Boundary Rook 'Eff#I •EtI#2 1 2 0-7 7-12 10yr2/2 10yr4/2 10yr5/3 IOyM /4 10ytv4/6 none — none - - none- - c23d10 m P � sll _ 2mcr mvfr mvfr ( mfr mfr mf -as _- Cw Cw cw - 2f, 2m ,_0.5 2m,1(D1 lm - - 0.8 si _so si Sid _..fir 2msbk I 2arbk 2msbk 2msbk 0.5 0.5 0.5 0.4 0.8 0.8 0.8 0.6 3 4 5 12-17 17•20 20-30 DBoring # .j Boring ___ :::i Pit Ground Surface elev. _ ft Depth to limiting facto _. __._. �• Sol Application Rate Horizon Depth Dominant Color Redox Description TeAn Shchire Consistence Bartdaty GPDAr - .. __ •Effg1 •Effk2 i ❑Boring# Boring _....__ . PR Ground Surface efev. _.__._----- ft. Depth to limiting facto in. Shc App6ca6on bate Horizon Depth Dominant Cola Redox Description Texture Structure i Consistenoe Bardary Rods 'Eff#1� -Eff#2 .. i i Emuarn S'I z i:ODDingfl- and 1 ;:; %3ij - - - - gnD < 343 t-,-v 'L and TSS <y:i rrol- The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an atterrale format, please contact the department at 608-266-3151 or rrY 608-264-8777. Page 36 44 9 bt r, P loi Plate Xvdsah WTI I Sr10 E, SE sw S«2YON RIsw Town of S-f Crory, 60S SSG 3134 saw SIL '-�+h7ex►r �on�aut &s4i••1 9WS4- �e ✓m t3n9 / CL IM, Of �1.c�n•c r$/� � 2s3b� T SAI 2 G�«h A kv. G-r.v,j EL %4- Siva k4 Z=4y.,y a S'O;) Ral-stir 1/SacKhSc. SYA VAN -t- o7.7.7419. _ fQje.3af ST. NO CRO TY SANITARY SYSTEM Office �,,, f%tce Use Only 0 OWNERSHIP/ADDRESS FORM aeoreazizozr Community Development Department will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, this completed form and educational information will be sent to you by email. OWNER/BUYER INFORMATION Owner/Buyer Rebeka Stoltman Mailing Address 3600 Mahle Lane City/State/Zip Woodbury. MN 55125 Phone Number (required) 952-457-9228 (cell) Email Address (required) rstoltman(cb-hotmail.com Parcel Identification Number Parcel #: 004-1024-60-001: Alt. Parcel #: 11.28.15.167A (found on the property tax bill) NEW SYSTEM: LEGAL DESCRIPTION Physical 3135 90th Ave, Knapp, W154749 Property Location STR 40 1/4 , 160 '/4gLSec.11 T 28 N R 15 W, Town of Cady Swbd+visiet9-W at: Lot # Certified Survey Map # Volume . Page # Warranty Deed # 1103933 (before 2006)Volume . Page # Number of bedrooms 3 Spec house M yes 0 no Lot lines identifiable M yes 0 no New Property Address _ ( taff Initials) OFFICE USE ONLY (Verification of new address required from Commt 7-/`f (Date for new construction.) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Community Development Department - Land Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax cdd9sccwi.gov 1101 Carmichael Road, Hudson, WI 54016 wwwsccwi.gov sevch powered by 140111GCS STD CR TY (http://www.sccwi.gRMhp://�.gcssoftware.com) -•/j60, St. Croix County Web Portal Tax Year Prop Type Parcel Number Municipality Property Address Billing Address REBEKA ANNE STOLTMAN 2022 Real Estate 004-1024-60-001 004 - TOWN OF CADY 3135 50TH AVE 3600 MAHLE LN WOODBURY MN 55125 Tax Year Legend: = owes prior year taxes = not assessed ®= not taxed Delinquent Current Property Summary Parcel #: 004-1024-60-001 Alt. Parcel #: 11.28.15.167A Parcel Status: Current Description Creation Date. 12/4/2012 Historical Date: Acres: 40.970 Property Addresses Primary A Address 3135 50TH AVE KNAPP 54749 Owners Name Status Ownership Type Interest STOLTMAN, REBEKA ANNE CURRENT OWNER THOMPSON, SELVA JANE FORMER OWNER THOMPSON, GALEN, THOMAS & RANDALL FORMER OWNER THOMPSON, GALEN, THOMAS & RANDALL FORMER OWNER Parent Parcels No Parent Parcels were found Child Parcels No Child Parcels were found Abbreviated Legal Description (See recorded documents for a complete legal description) SEC 11 T28N R15W NE NW AND NW NW EXC AS DESCRIBED IN DOC #968715 & EXC W 42 RDS OF S 16 RIDS OF NW NW Public Land Survey - Property Descriptions Primary Section A Town Range Qtr 40 Qtr 160 Gov Lot ,Block/Condo Bldg Type 4 Plat 11 28 N 1b W NOT A I I _ VAILABLE I I i -- - -- .... - - -- -- Sewch powered by District SSGCS Code ♦ Description Category LOCAL (httpa/uvyvw.gcss9ftware.com) ST. CROIX COUNTY OTHER DISTRICT STATE OF WISCONSIN OTHER DISTRICT 5586 SCH DIST SPRING VALLEY REGULAR SCHOOL 0100 CHIPPEWA VALLEY TECH TECHNICAL COLLEGE Associated Properties No Associated properties were found Serial / 0493-J-AB LmmsW Redraw 2114M 7 4:50 AAUARD-T�N&COUNTRY cust vhs�� Atka( Pii*lk ,r-1.-W IN nW s+w----I ST-1 a r-rr IF-1 r--,r-N 11'4 i -n� ff, -a s/rf : s/r-� u-a I/Y ,JA s/r 1f-f-r u s s/r 1 L _ tf_4 i/r , w oarex� IT-1 • spz T -8 t/!-► IT-2.5/12 N'-41i a4-e 11r—,r i i p715 W MOMM LWA 6 A RM (9 ARWtL/ OWIWA CNN" OR M CiU6 BAQU SPA M Oka 2 WIM Al Olt MW MAI= i mL rams SEE RCS 5 WTY QAM MWO& ;R m PA 4F W LLr M CWMM 4F YM Pm M mA117T ! 1A1. DmIt/as/tott 6032-XK-28-CATH C208 CTC EA 0 Wisconsin D D E`FSS4d"ndPro�sioonna Services J Page 1 of 2 Division of In stry Services JUL '0 5 2022 "11 SOIL EVALUATION REPORT St. Croix County In a ordance with SPS 385, Wis Adm. Code County Attach complete s to t ST Croix P G Rum* i x 11 inches in size. Plan must include, but not limited to: re erence point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 004-1024-60-001 Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes Priva Law, s 15 04 1 m PS Property Owner Property Location: Rebeka Stoltman Govt. Lot: NE Y4 NW '/, S 11 T 28 N R 15 W Property Address Lot # Block # Subd. Name or CSM# 3135 50TH AVE City State Zip Code Phone Number ❑ City ❑ Village 0 Town Nearest Road Knapp IWI 54749 Cady 50TH AVE FMj New Construction Use: OResidential INumber ofbedrooms 5 Code derived design flow rate750 GPD ❑ Replacement ❑ Public or commercial — Describe: _ Parent material Loess over loamy till (Vlasaty sit) Floodplain elevation if applicable NA ft. General comments and recommendations: Site is all A+0" Holding lank only Site is good candidate for soil saturation determination (Interpretive Determination Report) LF = 0" (Redoximorphic features) 1❑ Boring # ❑ Boring FRI Pit Ground surface elev. 100.00 ft Depth to limiting factor o in (- Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPD/Ftz 'Eff#1 'Eff#2 1 0-11 1 OYR 3/3 sil 2f-msbk mfr cw 2f-vf 0.6 0.8 2 11-14 10Y 2/2 f1f 5YR 5/8 1 2fdr mfr cw 1f-vf 0.6 0.8 3 14-18 1 R 4/3 c1f 10YR 416 & 10YR 512 s11-1 2fabk mfr gs 1f-vf 0.6 0.8 4 18-25 10YR 4/3 c2d 7 SYR 5i8 & 10YR 5/2 sit 2fabk mfr gw 1 f-vf 0.6 0.8 5 25-36 10YR 5/3 m2p 7 SYR 4/6 & 7.5YR 5l2 sicl 1 mabk mft gw if-vf 0.2 0.3 6 36-46 1 OYR 4/3 m3p SYR 416 & 7.5YR 511 sct Om mvfi 0.0 0.0 (A+O") 2❑ Boring # ❑ Boring Pit Ground surface elev. 98.70 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 GPD/Ft2 'Eff#1 4Eff#2 1 0-10 10YR 3/3 - sit 3f-msbk mfr cs 2f-vf 0.6 0.8 2 10-15 1 OYR 4/4 fif 10YR 4/6 & 10YR 5/2 1 2fsbk mfr gs 1vf 0.6 0.8 3 15-30 1 OYR 4/4 c2d 7.5YR 5/8 & 10YR 5/1 cl 2cabk mfi gw 1 of 0.4 0.6 4 30-39 1 OYR 4/3 m2p 7.5YR 4/6 & 7 5YR 51l cl 1 mabk-Om mvfi 0.0 0.0 (A+0") CST Name (Please Print) Signature CST Number Ryan Bechel SP-111500001 Address Date Evaluation Conducted Telephone Number 779 Spring Creek RD S, Red Wing, MN 55066 05/13/21 (651) 327-0074 Feu-rs rsu (RU4/10) ❑3 Boring # ❑ Boring ❑� Pit Ground surface elev.98.80 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 VVII /'1 IIVg11V1I Motu GPD/Ft2 'Eff#1 'Eff#2 1 0-9 10YR 3/3 sil 2f-sbk mfr gs 2f-vf 0.6 0.8 2 9-12 10YR 3/3 f1f 5YR 4/6 sil 2fabk mfr cs 2f-vf 0.6 0.8 3 12-18 10YR 5/3 f2d 7.5YR 518 & 10YR 512 1 2f-mabk mfr-mfi cw 1vf 0.6 0.8 4 18-27 1 OYR 4/3 c2d 7.5YR 416 & 7.5YR W2 cl 2c-mabk mfi gw 1vf 0.4 0.6 5 27-40 1 OYR 4/3 m3p 5YR 4/6 & 7.5YR 512 cl-scl 1 mabk-Om mvfi 0.0 0.0 (A+O,I) ❑4 Boring # ❑ Boring a Pit Ground surface elev. 98.40 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 o�i i Holt GPD/Ftz 'Eff#1 'Eff#2 1 0-8 1 OYR 3/3 - sit 2f-msbk mfr cs 2f-vf 0.6 0.8 2 8-15 10YR 5/3 cld 7.5YR 518 & 10YR 612 sit 2fabk mfr gw 1vf 0.6 0.8 3 15-23 10YR 4/3 c2d 7 5YR 416 & 10YR 5/2 cl 2-3cabk mfi cw lvf 0.4 0.6 4 23-32 10YR 4/3 m3P 5YR 416 & 7.5YR 5/1 scl Om mvfi 0.0 0.0 (A+OII) 5] Boring # ❑ Boring ❑� Pit Ground surface elev. 106.20 ft. Depth to limiting factor 0 in. Q—A n....l:.....:,-., e...,. 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 0-6 10YR 3/3 sit 2f-msbk mfr cs 2f-vf 0.6 0.8 2 6-11 10YR 514 ftd 7.5YR 5/8 & 10YR 5/2 1 2f-mabk mfr gw 1vf 0.6 0.8 3 11-15 1 OYR 5/3 c2d 7.5YR 518 & 7.5YR 52 cl 2c-mabk mfi gw 1vf 0.4 0.6 4 15-23 1 OYR 413 c2p 7.5YR 416 & 7.5YR 5/2 cl 1 mabk mfi cw 0.2 0.3 5 23-42 1 OYR 4/4 m2p 5YR 416 & 7.5YR 5/2 Cl I Om I mvfi 1 0.0 0.0 (A+OII) Effluent #1 = BOD, > 30 5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 3015 150 mg/L Deaignan Ryon Bechel Certified Soil Tesler: SP-111500001 Designer of Engineering Systems: 0 2263-7 ADVANCED -AN property lines not o Bmcwark, drawn are>10011 from n vIt' I N I N I A L system Q Sod Bonng .i� vil —PiL viL Pi. PIL I 1 1 RW— Pump Tank: Carper--; Tree line BM2=107.00' $ 0 1 BMl=100.00 -------- —� Top nail in 16" split -----; �, �- TOP 1" PVC pipe �\ \ ; veu 50' ry hardwood tree $ (21"above grade) STA: �. 8 2'above grade ` \ as a as ikr' Hill lank owp "n @ Srtesgosd:anedae la sot azvam onamass n lmkqa��m "1: oeelm.'1 an?m 4) -0T IMaknDon =,'IFeeonnvpha lalaea� Oklft + + +' \ Al i- — + -r \. \�� 0� 'OO,Qj ` I Diernlwlion: P / �\ Pyy `� �P I 9 + / m0 + + + + + \'T/ �•� �•� jm (to east P.L. i t + + rt + + + + + { } 1 + + \+ \ ` �\\ i:335' LOCATION MAP (.m to seas) SOTH AVE \ w T + + + .p. -- +\ / \ / M to south P.L. / �e + .- + - + . - .{. -, + /\/ g�N > Current grade -� + + + + F + +' + - \ AA .,,a1A / a104.00 171 N / } i + + +/'1Q + + + — + } + + \ / PREPARED FOR: + + +' \ / Rebeka Steibnan / + '$O + A- 4 + 4- - - AA/ Site Ades drs: + } +- + + 3135 507H AVE -- + } + i-#-t L + f t + f Tree line Knapp, WI 54749 sI ALE DID: 0041024-6M1001 40.0 Acres + + + + + + + — + + -f- t + + + + + u + _- # 1 — + ` 25' Legal: Si 1 2 NW 1/4 5W 0' S0' S11 T28N R15W - i. + ♦. 1. + - -. 1 Tam of Cody oimR Scat t This ryalw^ Ins e«n lifetimes a.a erwcna In xcaamc..an stalk. ale Lmo,coa. ma aai bwUmna aw m A ,lawn pe.W M1v. s.wrexa W. ma ala. era..aaaU ua«. W waaRway 15 MADE Thwt lass ssreu will 004111/1 To nnlmun INDv MIRTLY. sync. ,.sal a papal, menia.ea. Raw. year anlern's manay.mela pm fw Imamalw, m pRpa ca. aw Sole. 1" = 50 Date: 5/13/21 3-6ek�ll�& 5r. CROM couHly No. 644729 STATE SANITRY PERMIT 3135 4kL� PREVEIOU�S NO. OWNER PLUMBE TOWN OF AND/OR LOT EXPIRES or" Al SUBDIVISION CHAPTER 145.135 (2rMSCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and maybe renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (t) The sanitary permit is transferable. History: 1977 c.168;1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. ISSUING OFFICER -DATE I ? Z oil UNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (RI1/20)