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641995 002-1005-80-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] Permit Holdei's Name City Village Township Nathan & Angela Wycoff TOWN OF BALDWIN CST BM Elev losp. RM Elev BM Description JOV-0r l ec-o o �•rc •ta�her TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic Dsin �wrT 5���� Aer L Ho9�iwtg TANK SETBACK INFORMATION TANK TO P,'L WELL BLDG. t Vent to Air intake ROAD Septic % r r Dosing , � 1 y 100 I i15 ' " j I 1 1 45 f Aeration.- Holdin !J PUMPISIPHON INFORMATION Manufacturer o�t.w"14S a.r Model Number gas TDH Lift Friction Lg§s�% System He TDH F} Forcemain Length Dia. r t Dist to Well e GPM ELEVATION DATA County - St. Croix Sanitary Permit No: 641995 State Plan ID No. 4 r O Parcel Tax No: 002-1005-80-000 Sectian,'TownlRange±Map No. 03.29.16.46B STATION BS Hi FS ELEV. Benchmark CQ i• + } ' O I. k Q D Alt. BM Bldg. Sewer � 13 St1Ht Inlet 9G. �3' SlJHt Outlet r �Q• iQ �G • r Dt Inlet o. q3. Yf r Dt Bottom z q A J• f R Header/Man, Dist. Pipe �S 3Z � Bot. System ' '2� 5. Z� fit' Qg b Z 7 na4 rade stCoverfit 5Z' 3•$$ ro3•� � O'a, r SOIL ABSORPTION SYSTEM Z7 ' V,.d .,,,,Q jAQX � Stek ED Width SDI Length O ! ENSIGNS 4 No. Oy�� s , , � PIT DIME SIONS No. Cf Pits Inside Dia. Liquid Depth C 0..'j f SETBACK SYSTEM TO P1L BLDG WELL LAKEiSTREAM LEACHING nufa INFORMATION CHAMBER OR UNIT Type Of S tem ^ �} � j r �, 3o ' Co 1 Mode umber: D f DISTRIBUTION SYSTEM 1up.w ' Header,'Manifol /g Distribution f ! z Hole Si e x Hole Spacing ! /7 (r t to Air Intake r Length Y .�is \ Length V_ +•j Dia Spacing '�y Z` SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Depth Over xx Depth of Seeded,'Sodded Mulched BedrTrench Center Bed,rrrench Edges 1XX Topsoil Yes Na I)cx Yes i No COMMENTS: (Include code discrepencies, persons present, etc.) Ins ection #1: t/2.5-� 22— Inspection 42. Location: 1149 245TH ST d ! � SS��M1�C I -gh�, i 1.) Alt BM Description = 2.) Bldg sewer length = L4 —aw y I6 amount of cover = y, I f2. e� � � , f 3 } Plt•,�bcr w,.�� � «.,,ems 5 r �f k Plan revision Required? Yes No 8 I�ZZ •-/ 2 Use other side for additional information. SBD-6710 (R.397) r Date I y Insepctor's S, nature Ce t. o S 2.10 r'S�S ++^ I �..`• (� � txlu 4. o r-• gars dh% S T 4 � .o' .+.. D .. i . ir�.�"� ►�.-r� a�.' �} v' r�` : T : off' v",a,,v .� W : t( Iae, clw,� .t+e�4 ��_ -ter 163 _ J U N 0 3 2 - Industry Servi Division 22 4x22 Madiso �ds ' v Madison. P.O_ x 7162 ,,_went Madison_. W'I County St. Croix Sanitar Permit Number (to be filled in br Co Al / f5 Sanitary Permit Application In accordance with SPS 383.21(2)_ Wis- Adm- Code. submission of this form to the appropnate governmental unit Suie Transaction Number 032200357-C Project ,Address (if different than mailing address) is required prior to obtaining a sanitary permit. NoteApplication forms for state-owned POW'I'S are submitted to the department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s, 15 (A I )(m). Stats, ,�• 1. Application Information — Please Print All Information Prnperty Owner's Name — Nathan&Angela WycoffQz- Ir�as— a46��', Property 0%%ner's Mailing Address Pmp rty Loca#ion 1149 245th St. Go%t Lot City, State Lip t. ^ ,i Phone Number Woodville,Wl. 54028 651-303-5856 NW y, '/.,. Section 3 T 29 N R 16 F or W 11. Type of Building (check all that apply) Lot x R1I or 2 Family Dwelling - Number ofAedrooms _3 ❑rublic/Commercial - Describe Use Subd i s ision Name $L%4 J— Block # City of LState Owned - Describe Use SM Number 'illage of �•-�_ � V �4 _ �Toµn of Baldwin Pss.fC'S Ill. Type of POViTS Permit: (Check either "New" or "Replacement" and other applicable trn line A. Check one box on line H. ('orttlllete line [ if applicabla ]New System (ZJRc laccinent systern ❑(hher Modification to I-Nisting System (explain) Additional Pretreatment I'nit (explain❑lloldm rank ❑tn-Ground ❑At -Grade g ✓Moon tl Individual Sile Design Other Type (explain) (conventional) !� 2 C. ❑Renewal Before ®Revision °hange of Plumber ❑Trans er to New chimer ist Previous Permit Number and Date Issued t'vpiratiofl / . I II / I, IV. Dispersal I reatment Area and Tank Information: t, jll /? - .7-lJ JfT Design Flow (gpd I Desien Soil Application Ratetgpd'sf) Lkspersal Area Required (st) Disp sal Area Proposed (sf) System laevat n 450 - .40 /1.0 450 450 /1939.14 99.40 �•%a Capacity in 'I'otal k of M ufacturer Tank Information Gallons Gallons Units pp p� N,-,, Tank, Fxistmg Tanks 'w° _v V y 'Yr Septic or holding Tank 1000 Poly-lok 525 Filt t t3t?(1 1 Wieser ✓ E Foxing Chamber 750 1 750 1 1 Wieser El V. Responsibility Statement- 1, the undersigned, assume responsibility for in Plumlx•r s Namc (Print') Plumbc�s Signauire Keith Knudtson .4 Plumbers Address (Streci. / ii, c 0d, 927 150th St. Roberts wi. 54023 % 1, (.ountv1Department Use Only of the POWTS shown on the attached plans. vtPMPRS Number Busnw— Phone slumber or 648443 651-470-1737 �Appmved LO =Ded Pcrmi[ Fee Date Issued tssuin Agent Sienaaure ven for t)cniai t.P I •�'�` �// ,y DZ"Z. Conditions Approval/�y L STEM o tom. ` A10Q p� ffA r 1 Septic tank, effluent filter ^)ncl �'�' "� ��q�' � t I it's'-s � N dispersal cell must bi ..ced ! TaIntalned f z as per management p, hrcv,Jed by plumbet. ! / 2 All setback requiremer ts must be maintained Mpg as per applicable cede/ordinances, T � . wp.�'- �7rbVf, J-c s9�+ta-tit l Attach to complete plans for the system and mulunit to the County only on paper not lexv 8 112 x I I inchex in sire �')L�• SL4.*-on s ai2e 5 Sc,, vt y Sanitary Site Plan For: Nathaniel and Angela Wycoff Parcel in the NW 1/4 - SE 1/4 Sec. 3 T29N-R16«% Town of Baldwin - Saint Croix Coantti° a 20 40 araphle Scat (Feat) i inch •- 40 ft. 287' 95.50' ¢]% cross slope x 97.50' 1 Fence consists of Steel T-Posts FN# 1149 x 3.00 Acres Pape S of S Carr Creek Elev. _ — 83.00' Site is partially open w/low brush, Carr Creek to the Box Elder and Buckthorn. 3.80 Acres N.E. Corner of the Shed — 354 ft. \ Horse Pasture \\ 1--Approx. Horse Trail location. % x P10# aazaoo"o-000 563' PID# 002-1008-80-000 Proposed S' x 90' Mound Dispersal Cell located along the approx. 96.90' contour w/a System Elev. of 99.40' �"Proposed 2" Sch. 40 PVCF.M 1 r awed Wieserr Concrete .WLP750-MR Dose Tank EIv— 9474, Proposed 4" Sch, 40 PYC 563' Bldg. Server a-), -A 7 Q•Z Existing Septic Tank C/L of 245th St. I BM #2 e. — t Flood Plain Zone X x� ^' Proposed Wieserr Concrete WLP1000-MB �-- Septic Tank w/a Poly-Lok PL-525 Filter Elev. = 99.54' s r-T— 4 4.&U C oDry Well cft �.e'f (oC Out Buildings ap Note: Insulate building sewer mr SPS 382.30(11)(c) and provide ost protection per SPS 383.43(8)(4)c Abandon Failing System per SPS 383.33 WELL �z At -B'-►= = Bottom of House Siding N.E. Corner Elev. = 102.24' 563' PIL Elevation Data Proposed Pump Tank Grade = 94.76' /Efuent Level in Septic =-9a.96' (�)SM = Top of Rock N.F. Shed 1� oundation R/SRP — s a fn e ASSUMED ELEV. = 100.00' Diggers Hodin e# 2020-2605857 March 8, 2022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2024-03-08 Plan Review: PWTS-032200357-C KEITH STONER 23220 Wood Creek Road Siren WI 54872 SITE: Nathan and Angela Wycoff 1149 245"' Street St. Croix County Town of Baldwin NW Y4 - SE X - S3 — T29N — R16W FOR: DIVISION OF INDUSTRY SERVICES 10541 N RANCH RD HAYWARD wt 5.4543-6462 Contact Through Relay http irdsps wl.govJprogran-Windustry-servxes www wisconsm gov Tony Even - Governor Dawn Crim - Secretary C0IVDIT10,'VAI.LY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CO FSPONDENCE Description: Mound Component Manual — Ver. 2.0, SBD- 3 Bedroom Mound — 450 GPD — 10691-P (N.01/01, R 10/12) Replacement - 6" to limiting factor — Pressure Distribution Component Manual — Ver. Effluent Filter - Maintenance required j 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 on the interpretive determination approved for this site on 3/8/22. • The wastewater moving through this mound shall assimilate into the original subsurface soils without ponding on the ground surface during all times of the year. Ensure platy structure has been reorientated prior to mound installation. • Care must be taken to set the dose volume as approved in the plan design. If the minimum tether length of a single switch mechanical float does not allow the proper dose volume, two separate floats must be used. e 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 is required. • A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, CeCo, CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608) 400-3186 elizabeth.rudn;Lki@wi;con5m.gav MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Res�d.r,t,al Applicatio�l INDEX AND TITLE PAGE Project Name Nathan and Angela Wycoff Replacement Mound System Owner's Name: Nathan and Angela Wycoff Owner's Address 1149 245th St Woodville WI 54028 651-303-5856 Legal Description Parcel in the NW1/4 of the SE1/4 Sec. 3 T29N-R16W Township Baldwin County: St. Croix County Subdivision Name. Na Lot Number Na Parcel I D Number 022-1005-80-000 Plan Transaction No CONDI TIONALL Y APPROVED DEFT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES Block Number Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Laterai and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Plat Plan Li 64 : c SEE CO €SPONDENCE Designer Keith E Stoner License Number Designer 1575-007 Date. 12/20/21 +; Phone Number 715-653-2324 Signature Designed Pursuant to the Mound Component Manual For POWiS Version 2.0 SDS-10691-P (N 01/01). and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver 2.0 SBD-10706-P (N 01101) Version 7.0 (R. 0312012) Page 1 of 8 Mound and Pressure Distribution Component Design Design Workshee? (R or C) Site Information Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e g 1 5 = 150%) Design Flow (gpd) Site Slope (%) Contour Line Elevation (ft) Depth to Limiting Factor (in) In -situ Soil Application Rate (gpd/ftz) R 300.00 1.50 450.00 8.00 96.90 600 0.40 Distribution Celt Information 90.00 Dispersal Ceil Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) t Influent Wastewater Quality (1 or 2) (C or E) Pressure E Distribution Information Center or End Manifold Lateral Spacing (ft) Number of Laterals Orifice Diameter (in) Estimated Orifice Spacing (ft) _ Forcemain Diameter (in) Forcemain Length ft) Pump Tank Elevation (ft) 2.50 2 0.166 3.17 2.00 35.00 88.45 4.55 System Head (ft) x 1 3 10.70 Vertical Lift (ft) 0.68 Friction Loss (ft) 0.00 In -line Filter Loss (ft) 15.93 Total Dynamic Head (ft) Lateral Diameter Selection in dia options choice 075 1.00 1.25 150 x x 200 x 300 x 1 Note Sand fill (D) calculations assume a Table 383-44-3 in -situ sod treatment for fecal coirform of <= 36 inches 5 00 Cell Width (ft) Are the laterals the highest point in the distribution ►___ _ _I network? Enter Y or N If N above, enter the elevation (ft) of the highest point 8.-7 ft`/onfice Does the forcemain drain back? Enter Y or N 5.71 Forcemain Drainback (gal) 81.26 5x Void Volume (gal) 86. 7 Inimurn Dose Volume (gal) ,fl0.16stem Demand (gpm) Manifold Diameter Selection in dia options choice 1.25 x 1.50 x x 200 300 Gallonsfinch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Wieser Concrete I Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 750 36i Dose Tank Capacity (gal) Pol -Lok — Filter Manufacturer 20 281 Dose Tank Volume (galhn) PL-525 Filter Model Number Weiser Concrete Manufacturer Project. Nathan and Angela Wycoff Replacement Mound System Page 2 of 8 Mound Plan and Cross Section Views 1/�f J Observation Proe K C) 0 A W t I B I • L Mound Component Dimensions A 5 00 ft E 34 80 in H 1.00 ft K Aft ft 8 90.00 ft F 9 50 in 16.55 ft L ft D 30 00 in G 0.50 ft J 9.17 ft W 450 00 (ft`) Dispersal Cell Area 1939 14 (ft`) Basal Area Available 5 00 (gpolft) Linear Loading Rate 9 00 (ft) 1110 B Qbs Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.19 (ft) ----♦ F Dspersal Cell 99.40 (ft) Dispersal Cell [� Elevation E a GI " 99 90 (ft) Lateral Invert D � a 96 90 (ft) Contour Elevation 8.0 % Site Slope f Geotextile Fabric Cover Shading Key m a Dispersal Cell r�/ See lateral details on 0 Topsoil Cap Subsoil o ° v, 1 5 ft ' Page 4 for number. size. and spacing of laterals Q Cap o 0 Laterals are equally ASTM C33 Sand -�� M F Tilled Layer 0 5 ft Tvoical Lateral spaced from the ©0 Aggregate o _i distribution cell's centerline in the A distribution cell (AxB) Project: Nathan and Angela Wycoff Replacement Mound System Page 3 of 8 End Connection Lateral Layout Diagram Latrtats c #,"od ow" Ow a •=Turn-�yprMrGslivalwor .IwrnoutyluQ AA taterNs me nsnKw, j j. X I i-IC4 - drrNtd pn t{x: tYc+ttr.,m aY tha 4earal r`+rjaW4 spaced 5 F otep m wt eonn@cwn N5 i tog or ctoS : to m x,tFow at arg v) w* LaO-ails & ftucernaw, .., h 40 PV C per S PS TatAe 384 30-6 Number of Laterals Lateral Diameter Lateral Length (P) Lateral Spacing (S) Lateral Flow Rate System Flow Rate Total Dynamic Head 2 Orifice Diameter in Orifice Spacing (X) ft Orifices per Lateral ft Orifice Density gpm Manifold Length gpm Manifold Diameter ft Forcemain Velocity 0 156 In ft W/orifice ft in ft/sec 1 50 328 88.56 28 2 50 804 15.08 250 30 16 1 50 15 93 3 08 Dose Tank Information Lacking cover with warning label and tacking device and sealed watertight Electncal aL6300 EC 300 and SPS 3 WAC 4 in min Disconnect "---A — Tank component is property vented Weiser Concrete Manufacturer Capacityl 75036 Gallons Volume 1 2028 gal/inch Dimension Inches Gallons A 21 71 44031 B 200 40.56 C _4 29 86.97 D 900 182.52 Total 37 00 750.36 A C _t inq under tank Alarm Manuafacturer S,lE Rhombus Alarm Model Number Tank Alert 1 Pump Manufacturer Goulds Pump Model Number --- Alternate outlet location Forcemam diameter __11 2 in Weep hole or anti - siphon device Pump off elevation ifla 89.20 1 4 Dose tank elevation (ft) 88.45 Pump Must Deliver 1 30.16 gpm at 15 93 ft TRH Note Switches containing mercury may not be used in this system Protect. Nathan and Angela Wycoff Replacement Mound System Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name Powers Sanitation Phone715-246 5738 POWTS Regulator's Name L St. Croix Counter Land Services Phone[ 715-386-4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1l8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg1L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Colrform >10E4 cfu/100 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Service Frequency Inspect andlor service once every 3 years Should inspect and clean at least once every 3 years Test once eve 3 ears Should test monthly Laterals should be flushed and Eressure tested every 1 5 years Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1 Observation pipes are slotted and materials conform to Table SPS 384 30-1 have a watertight cap. and are secured in as shown in the mound component manual 2 Dispersal cell aggregate conforms to SPS 384 30 (6)(1), Wis. Adm Code 3 All gravity and pressure piping materials conform to the requirements in SPS 384. Wis Adm. Code 4 Tillage of the basal area is accomplished with a mold board or chisel plow 5 The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished • • ... • Grade �r 6-8- Diameter Lawn Sprinkler Valve Box Distribution Threaded Cleanout Plug or Ball Valve g Sweep 90 or Two 4a Degree Bends Same Diameter as Lateral Project Nathan and Angela Wycoff Replacement Mound System Page 5 of 8 Mound System Management Plan Pursuant to SPS 383,54, Wis, Adm, Code General This system shall be operated in accordance with SPS 382-84 Wis Adm Code and shall maintained in accordance with its' component manuals (SBD-10691-P (N 01/011,. SSWMP Publication 9 6 (O1/81) and Pressure Distribution Component Manual Ver 2 0 SBD-10706-P (N 01/0111 and local or state rules pertaining to system maintenance and maintenance reporting No one should ever enter a septic or pump tank since dangerous gases may oe present that could cause death Septic and pump tank abandonment shall be in accordance with SPS 383 33 Wis Adm Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers access risers and covers should be inspected for water tightness and soundness Access openings used for service and assessment shall be sealed watertight upon the completion of service Any opening deemed unsound defective, or subject to failure must be replaced Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s 281 48 Slats The contents of the septic tank shalt be disposed of in accordance with NR 113 Wis Adm Code The operating condition of the septic tank and outlet fitter shall be assessed at least once every 3 years by inspection The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure It the fitter is equipped with an alarm the filter shall be serviced if the alarm is activated continuously Intermittent filter alarms may indicate surge flows or an impending continuous alarm The septic tink shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank It the contents of the tank are not removed at the time of a trennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumclation in the tank The addition of biological or chemical additives to enhance septic tank performance is generally not required However. if such products are used they shall be approved for septic tank use by the Department of Commerce Pump Tank The pump (dosing) tank shall be inspected at Beast once every 3 years All switches alarms and pumps shall be tested to verify proper operation If an effluent filter is installed within, the tank it shall be inspected and serviced as necessary Mound and Pressure Distribution System No trees or shrubs should be planted on the mound Plantings may be made around the mound's perimeter. ano the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration Cold weather mstaflations (October -February) dictate that the mound be heavily mulched as protection from freezing Influent quality into the mound system may not exceed 220 mg!L SOD, 150 mg/L TSS and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD, 30 mglL TSS 10 mg/L FOG and 101 cfu/100 mL for highly treated effluent Influent flow may not exceed maximum design flow specified in the permit for this installation The pressure distribution system is provided with a flushing point a, the end of each lateral and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months When a pressure test is performed it should be compared to the initial test when the system was installed to determine rf orifice clogging has occurred and it orifice cleaning is required to maintain equal distribution within the dispersal cell Observation pipes within the dispersal cell shall be checked for effluent ponding Pon ding levels shall be reported to the owner and any levels above 6 inches considered as an imoendmg hydraulic failure requiring additional more frequent monitoring Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition If the dosing tank pump pump controls. alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface it will be repaired or replaced in Its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media and related piping and replacing said components as deemed necessary to bring the system into proper operating condition See Page 5 of this plan for the name and telephone number of your local POINTS regulator and service provider Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system Project. Page 6 of 8 Page J of S Le�j GOULDS PUMPS P —.. APPUCATIONS Speetficalty designed for the following buses • F.ffitrer>t systems • Homes • Farms • Heavy duty sump Water trardw Dewatering SPECWICATXW • Solids WdiN capabiiity: rr �. • Capacities: up to 60 GPM. • Total heads: up to 31 feet • Discriarge size:1112• hlf T. • Mechanical seal: carbor, rotarylceramic-statio rmy, f3UNA-N elastomers. • temperature: 104°F (401C) carmnuous 1401F (60T) ultem uttent. • F,weners: 300 senes stainlesssteel. • Capable, of mmneng dry without damage to components. Motor: • FP04 Singqlie phase: 0.4 HP. 115 or 230 V, 60 Hz. 1550 RPM. bwlt in overload with automabc .eset. • MS Single phase: 0.5 HP, 11 S V or 230U, 60 H7, 1550 RPM, txrik 1n ovpAaad with automatic fe". • Power cord: 10 hoot standard length. 1613 SfrOW with three prong groilndinq pitiq. Optional 20 foot length, 1613 SAW with three prong grounding plug (standarc on EP05). O 1001 Gowdi Pufnrn Effertn MaV, 2001 0387 T •Fully sulamerged in high grade ttxbirne oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Auto- matic models inchuie Mecharkal Float Switch assembled and preset at the factory. FEATURES ■ EP04 Impeller. Thermoplas tic Sem")l: en design with pump out vanes for mechanical seal protection. +:1 Submersible Effluent Pump 3871 E�5 fa EPOS Impeller: T-ornopiasr tic erxiosed design irr rnproved performance. ■ Casing and Base: Rugged thE�lastoc design provides wpenor strength and corrosion Iesistanw. ■ Motor Housing: Cast iron rrx etfrrfent neat tra rsfer, strength, and durability. ■ Motor Cover: Twmoplm rover with integral handle ano float %Amtch attachment points. ■ Power Cable: Severe duty rated oil and water resistant ■ Beatings: Upper amp lower heavy duty hall beanng constnrction. AGENCY LISTING �,' CanadrsrSYendrdsllmodalklrr (C5A Ilsted model numbers end in "C" or -F".) rm1ds Purrlps 6 W 9 DM RBgMea 10 ' 0 20 30 40 so GPM a 2 4 6 8 10 12 M,ih CAPACITY (p Goulds Pumps <& ITT Industries Page R of K Sanitary, Site Flan For: Nathaniel and Angela Wycoff Parcel in the \ N1 1/4 - SE f /4 Sec. 3 T29N-RI6W Town of Baldwin - Saint Croix County 7 20 40 4{ . Graphic Scale (hat) 1� 1 taeA - 40 R 287' Carr Creek 95.50' Elev. = - 83, 00' Site is partially open w/ low brush, Carr Creek to the I Box Elder and Buckthorn. N.E. Corner of the 3.80 Acres Shed - 354 f i~. 1 ti GI J Horse Pasture crass slope x -90' . Approx. Horse Trail location. PiD# aoz-too-ao-W _ _ 563' 1 10 PIN 002-IOM-80-000 Proposed 5' x 90' Mound Dispersal Cell located along z the approx. 96.90' contour w/a System Elm of 99.40' 96.35' Fence consists of Steel T-Posts --- — - Proposed 2" Sch. 40 PVC F.M. S�Proposed Wiesen Concrete t RLP750-MR Dose Tank FN# 1149 i Elev. = 94.76' 3.00 Acres Flood Plain Zone X\\ \ "�--�— Proposed Wieserr Concrete WLPI0110-AM �- Septic Tank w/a Poly -Lola PL-525 Filter Elev. = 99.54' Proposed 4" Sch, 40 PVC (D Well 563' Bldg_ ,Sewer Dry Out Buildings Note: lsulate building sewer der SPS .382.30(11) (c) and provide _ cost protection per SPS 383.43(8)(4)c Existing Septic Tank @ \ Abandon Failing System per SPS 383.33 C/L of 245th St. �BM ' F=legation date i • WEL __ I'niro;ed 13unip Tank Gradc - 94.70' -- Effluent in Septic - 95.96, #2 A& BM = Bottom of House Siding N.E. Corner M= Tour of Flock N.F.. shed Foundation Elev. = 102.24' HRP s am e 563' P/L ASSUMFD ELEV. = 100.00' Diggers Hotline# 2020-2605857 Wisconsin Department of Safety and Professional Services [livasion d Industry Services SOIL EVALUATION REPORT #3541 Page 1_ _ of 3 in accordance with SPS 385 Wis. Adm Code Keith Stoner CST Attach complete site plan on paper not less than 8',4c x 11 inches in size. Plan must County 5t. Croix include, but not limited to: vertical and horizontal reference point {BW, direction and --.— _ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. -Parcel I.D. Please pdnt elllnforynation 022-1005-80-000 Reviewed By Dale Personal mformation you provide may be used ror socandary purposes (Privacy Law, s. 15 04 (r) (mi). Property Owner Property Location Lea,* .� W\ Nathaniel & Angela Wycoff Govt. Lot NW114, SE1/4, S3, T29N. R16W Property Owiners Mailing Address Lot # Block u Subd. Name or CSM# 1149 245th Street City State Zip Code Phone Number r City [ village N Town Nearest Hoad Woodville WI 54028 651-303-5856 Baldwin Same r Use: Now Construction Residential ; Numtser of bedrooms 3 Gooe denved design flow rate 450 GPIs Replacement Public or commercial - Desclibe: Parent material Loess or Silty Lacustrine deposits over dense Sandy Loam Till Flood plain elevation, it applicable —NA ti Genet at comments Propose a 5 x 90' mound dispersal cell using a surface grade elevation of 96.99 to seta system elevation - 99.40'. tntefWetivtr and recommendations: Deterrrtina5on reWmd. I 1 I Borinio # Ll Boring Pit Urouna surface elev. IMM ft. Depth to limiting factaa U an. g,7il Application Rate Horizon Depth Dominant Color Redox Descnpbon Texture Structure CpnsWerrcef Boundary Roots GPDM; in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. I _ •Etta, •Efflf2 1 0-8 10YR3/2 - sit 2msbk mvfr CS3f-m ! 0.6 0.8 2 8-13 10YR5/4 c2d5YR5/8 sit 2msbk i mvfr gs 2f-m 0.6 0.8 - j 3 13-36 . SYR4/4 m2d5YR5/8 st 2msbk mvfr - 2f-m 0.6 1.0 l i i RNA pore hnings clean in A4xxr on. Krotovina down to 30". i Water seepage into pit at 36. Fl f Boriro # ❑ sonn9 1� Pat cirourw surface eluv. Mb_1 / ft. Depth to limiting factor U in. Sit Application Rate' Horizon Depth Dominant Color Redox Descripoon Texture Structure Gonsistenco Boundary Roots 'L GPDlft2 in. Munsell Cu. Sz. Cont. Color It. Sz, Sh. F.11141 'Erfta2 1 0-8 10YR3/2 - :,if 2msbk mvfr cs 3f-m 0.6 0.8 2 8-11 10YR5/4 -_- sit 2msh4c mvfr 95 2f m 0.6 0.8 3 l i-16 10YR5/4 c2d5YR5/8 sit 2msbk - rM* gs 2f-m 0.6 0.8 4 16-24 SYR4/4 m2d5YR5/8 s4 2msbk mvfr ' gs 2f-m 0.6 1.0 5 24-36 5YR4/4 m2d5YR5/e �sYRs/z sl lmsbk/m ft1fT if ' 0.2 0.6 I Kroovkia down to 24". EMuent #1 BODs> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent *2 - BODg _30 mg/L and TSS e-30 rrtg/L CST Name (Please Print) Signature. T CST Number Keith Stoner i-� / 7 7' 224059 Address Keith Stoner CST Date valuation Conducted Telephone Number 23220 Wood Creek Rd siren, W 154872 7,712020 715-566-0900 see-a,ut rx o�'11; lopes v owner Nathaniel 8, Ar_igela Wycoff Paro41 fD a Li _ 31 swings M Pr[ Ground surface efev. _ 97.3� 022-M--80-U00 _ -_. _ _ _. ft. Depth fa lim(ti ►actor n9 __ 0 m. Pa" 2. lot__3_ Soil Apipiication Rate Hinton Depth DominantColor ! Redox Description ! Texture Structure Consisfence' Boundary; Roofx ; t FUW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. i 'I?ttel •FW 1 0-9 10YR3/2 - A 2msbk mvfr Cs 3f-M ? 0.6 ; 0.8 2 412 IOYR5/4 - sit 2msbk mvfr gs 3f-m 0.6 0.8 3 12-20 t0YR5/4 c2d5YR5/8 sil 2msbk mvfr gs 3f-Co 0.6 0.8 4 20-26 5YR4/4 m2d5YR5/8 sl 2msbk mvfr gs 2f-m 0.6 1.0 5 26-41 mZd5YR5/8 5YR4/4 si lmsbk/m n* - If-m 0.2 0.6 Ktotovina down to 26". EvidaCe of a 15" wide horse path sfxwAm w6caticxrs of compamn. 4 Sanrut � 1. � Z Pit Ground surface elev. 9µ1.10__-- ft. Depth to limiting 1aGor 0 in, Soil Appkcatian Raft ►4orizon Depth Dominant Color Redox Description Texture stfuckue Consistence Berm ary Roots I GPD/W in. Munsefl Qu. sz. Cont. Color G,. sz. sh. 'ENrtt 'Et1#t2 1 0-9 10YR3/2 f2d7.5YR4/6 sit 2msbk tmffr is 3f-co 0.6 0.8 2 9-16 10YR5/4 C2d5YR5/8 sil 2f-msbk mvfr gs 2f-m 0.6 0.8 i Shave) pit bo vertN the ability to see redox m, aj)- c' featt,res in the A-hnnrun. j 1/ 'Effluent 01 . BOD5s 30 < 220 n)gA. and T5S n30 <_ t 50 mg/L • Effluent #2 - Eit')DS < 30 mg/L end TS5 K,3o mg/L I ,.150-030rm x nxi Keft Smv- CST Soil Test Site Plan For: ?Nathaniel and Angela Wycoff Parcel in the NNV l/a - SE 1/4 Sec. 3 T29iN-R 16W Torn of Baldwin - Saint Croix Countf Q 20 40 ar*VbLe serla (Feat) 1 tw h - AO ft. 287' 95.50' Site is partially open w/ low brush, Box Elder and Buckthorn. 3.80 Acres <1 % I • ; : - Horse Pasture Cross Slope x 96.90' \\\ Approx. Horse Trail location. 97.50' ' 5% ss x — Page 3 of 3 Carr Creek Elev. _ - 83.00' Carr Creek to the N.E. Corner of the Shed -• 354 ft. P1D# 002- 100"0-000 563' PID# 002-100840-000 x x System elevation based on a 96.35' surface grade of ' 96.90' sL�he. -� Proposed Dose Tank Location Elev, = 94.76' F'N# 1149 Proposed Septic f---- ----�_ Tank Location O Elev, = 99.54' d Dry Well 563' 3 00 Acres Existing Septic Tank m� \ BM #1 CIL of 245th St. + WELL M1 BM = Bottom of House Siding N.E. Corner Elev. = 102.24' 563' P/L ` Jul,* 7th, 2020 Keith E. Stoner CST# 224059 Out Buildings E lci ation Data B -': 1 94.80' lip='' - 96,17' B.: ; - ()7. ,0' B - 4 94.10' Proposed lump Tank Grade - 94.76' Effluent level in Septic -- 45.96' AL BM = Top of hock N.E. Shed Foundation HRP - Same ASSUMED ELEV. = 100.00' - Backhoe Pit Shove/ Pit Diggers Hotline# 2020-2605857 Mound System Maintenance and Operation Specifications Service Provider's Name Powers Sanitation Phone 715-246 5738 POWTS Regulator's Name LSt Croix County Land Services] Phone[ 715-386-4680 System Flow and Load Parameters Design FPow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu1100 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Service Frequency Inspect and/or service once every 3 years Should inspect and clean at least once every 3 years Test once every 3 years Should test month) Laterals should be flushed and pressure tested every 1 5 years Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1 Observation pipes are slotted and materials conform to Table SPS 384 30-1 have a watertight cap. Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis Adm Code and sha 1 maintained in accordance with its' component manuals [SBD-10691-P (N.01/01). SSWMP Publication 9 6 l01181) and Pressure Distribution Component Manual Ver 2 0 SBD-10706-P (N 01101)] and local or state rules pertaining to system maintenance and maintenance reporting No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death Septic and pump tank abandonment shall be in accordance with SPS 383 33 Wis Adm Code when the tanks are no longer used as POWTS components Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service Any opening deemed unsound defective. or subfect to failure must be replaced Exposed access openings greate, than 8-mches in d,ameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s 281 48 Slats The contents of the septic tank shall be disposed of in accordance with NR 113, Wis Adm Code The operating condition of the septic tank and outlet fitter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the fitter when removed from its enclosure. If the fitter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously, Intermittent fitter alarms may indicate surge Flows or an impending continuous alarm The septic link shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank If the contents of the tank are not removed at the time of a triennial assessment. maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank The addition of biological or chemical additives to enhance septic tank performance is generally not required However, if such products are used they shall be approved for septic tank use by the Department of Commerce _Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration Cold weather installations (October -February► dictate that the mound be heavily mulched as protection from freezing Influent quality into the mound system may not exceed 220 mg1L BODS 150 mg/L TSS and 30 mg/l_ FOG for septic tank effluent or 30 mg/L SOD, 30 mg/L TSS. 10 li FOG. and 104 cfui100 mL for highly treated effluent Influent flow may not exceed maximum design flow specified in the permit for this installation The pressure distribution system is provided with a flushing point at the end of each lateral and d is recommended that each lateral be flushed of accumulated solids at least once every 18 months When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if onfice cleaning is required to maintain equal distribution within the dispersal cell Observation pipes within the dispersal cell shall be checked for effluent ponding Ponding levels shall tie reported to the owner and any levels above 6 inches considered as an impending hydraulic failure requiring additional more frequent monitoring Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition If the dosing tank, pump pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs at by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system Project Page 6 of 8 Page 7 Of 8 GOULDS PUMPS APPUCATIONS Spedkally defined for t1Te follum g uses: • f ffkfent Systems • Homes • Farms • Heavy duty sump • Water tra0er - Dewatering SPECIMATH M5 • Solids handling capability: 'W rrtaximurr,. • Capacities: up to 60 GPM. • Total heads: up to 31 fwt. • Oismarge size: 1 `h' NPT. • Mechanical Sear carbon- rotarylcaamic-stationary, 8t1NA-N ebAomers. • Temperature: 104% {40`Q cmtinuot s 140OF (6p"Cj intermittent • Fasteners: 300 sertes swrom Steel • Capable of running dry w0out damage to compor*nts. Motor: • FP04 Single phase: 0.4 HP. 115 or 230 V. 60 Hz, 1550 RPM, built in ovefioad with automata , eset • FP05 Single phase: 0.5 Hp, I IS V or 230V, 60 HT, 1550 RPM, built in overload with automatic re". • Power cord: 10 foot standard length. 1613 STOW whit ftee. prong rrnundtng piuq Optional 20 foot tengtn. 1613 SAW "tn tt,ree prong grounding tlW (standarc on EP05). • Fully subrrerged in high grade turbine oil for lubrication ano efficient heat transfer. Available for automatic and marwai operation. Auto- matic models include Ulecharkal Float Switch assembled and preset at the factory. FEATURES a EP04 Impeller: Thermoplat tic :term -open design with pu:rp out vanes for mwhanicat seat protection. MkIllitts i FEET 10 4 30 13 25 7' x v 6 2C 5 ,j 4I 0 3 2 1 0 +5 10 5 Submersible Effluent Pump 3871 EPOS r� ■ EP05 Impeller: Tnermoplas- tic enclosed design for improvad performance. a Casing and Base: Rugged oerrnoplasttc design provides supt'riex strength and corrosion t P515ta r1CP.. ■ Motor Homing: Cast iron icy effirient h8at transfef. Strength, and durabOtty. ■ Motor Cover: FhermopiastTc coo witn integral nandte aria float swit& attHt'lmerit poirTts. ■ Power Cable: Severe daty rated oil ant: water resistant. ■ Bearings: Upper ana lower heavy duty ball bearing constnrt,Tinn. AGENCY LISTING 41' Gas -dean sty4wds Amodmin (CSA listea model numbers end in "C" or " F".) Cm PW" a 150 SIMI pogNPIPA 00 10 20 30 40 so GPM a 2 4 _F — 1 D 12 mI/h CAPACITY Goulds Pumps 2001 Gs ITT Industries Ffferriw- Mar. 2001 93871 1'a�c ti of }i Sanitary Site Plan For: Nathaniel and Angela NVcoff Parcel in the NW 1/4 - SE V4 Sec. 3 T29N-R 16W Town of Baldwin - Saint Croix Counh- a zo sa ernphlc sc.t. cr..0 t inch - Ni Il 287' Carr Creek Elev. = — 83.00' 95.50' Site is partially open wJ low brush. Carr Creek to the Box Elder and BuckthornN.E. Corner of the 3.80 Acres Shed --- 354 f3. ` crass slope x �' cross 97.50' I \ x Fence consists of Steel T--Posts Shed FN# 1149 3.00 Acres Proposed 4" Sch. 40 PVC \ 563' Bldg- Sewer — Existing Septic Tank m CIL of 245th St. ABM 02 Horse Pasture Approx. Horse Trail location. ,-x -- PLO# 002-1004-I04)00 563' P1D# 002-1OM-80-000 Proposed S' x 90' Mound Dispersal Cell located along the approx. 96 90'contour w/a System Elev. of 99.40' -'--l—Proposed 1" Sch. 40 PVC F.M. posed Wieserr Concrete WLP7,gfLA" Dose Tank / Elegy. = 94. 76' Flood Plain lone X Proposed Wieserr Concrete WLP1000-AM .•�-- Septic Tank w!a Poly -Loll PL-525 Filter Elev. = 99.54' Dry Well Out Buildings Note: Insulate building sewer per SPS 381.30(I1)(c) and provide frost protection per SPS 383.43(8)(4)c Abandon Failing System per SPS 383.33 WELL AL BM 41= Bottom of House Siding N. E. Corner Elev. = 102.24' 563' PIL EleNation Data Proposed Pump Tank (Ir-ode — 94.76' Ftlluent level in ScIIII-, W;-96 BM = "Top of Rock S.E. Shed Foundation HRP - Same ASSUMED ELEV. - 100.00' Diggers Hotline# 2020-2605857 Wisconsin Department of Safety and Pfo%sswnai Servn:r5 Dvisiun of Industry Services SOIL EVALUATION REPORT 03541 Page 1 a! 3 in accordance with SPS 385 Wis, Adm Code Keith Stoner CST Attach co Courny mplele site plan on paper not less than 8'.�e x 1 1 inches in size. Plan must St. i1.rt)IX irtGude, but not limited to: vertical and horizantal reference point (BM), direction and - --_. percent slope, scale of dimensions, north arrow, and location and distance to nearest road. parcel i.b. Please print all inrrarmsNnn. - - .- _ _ - _ — 022-1005-80-000 _ Reviewed By Date Pwsonfo ar mmratwrr you provide may be used fa secondary purposes (Pnvacy Law, s 15.04 (r) 1m)). Property Owner Property i-ocation ((,.,-keJ ,17 Nathaniel & Angela Wycoff ciovt. Lot NW114, SE114, S3. T29N. R16W Property Owner's Mailin Address 9 Lot # Block # , Subd. Name or CSMw 1149 245th Street City State Zip Code Phone Number — -- -- �� City Q village � Town Nearest Road — Woodville WI W28 651-303-5856 Baldwin Same _ J New Construction use: Residential i Number of bedrooms 3 Code derived ties+tn How rate 45 T Fieptacernent Public or commercial - Describe: - — Parent material Loess or Silty Lacustrine deposits over dense Sandy Loam Till plain elevation. ff appNicable NA- it General comments Propose a 5 x 99 mound dispersal cell using a surface grade elevation of 96.90' t0 sef a system elevation = 99.40'. Interpretive and recommendations: Delerrninabop ri gwred. ' 1 f Baring ti -_� rr1g rrl taround surface etev ".ou tt Depth to limiting factor a in. Soil Application Rate! Horizon Depth Dominant Color Redox Jescnplion Texture Structure Consistence Boundary Roots GPDrfti in. Munsail Qu. Sz. Cant Color Gr. Sz, Sh -Ert01 •Etftr2 1 0-8 10YR3/2 - sit 2mshk mvfr Cs i 31F-m 0.6 0.8 2 8-13 10YR5/4 c2d5YR5/8 sil 2msbk mvfr gs 2f-m 0.6 0.8 3 13-36 5YR4/4 m2d5YR5/8 sl 2msbk mvfr - 2f-rn 0.6 1.0 i Root pore knings clean in A-honton. Krotiarina down to 30". Water seepage into pit at 36". iI � ^ # �°3 i rr1 iarcxnlo sunace erev. yo_ 1 t it. Uepth to nmrttng tactnr 0 in. Soil Appiieatian Rate' Horizon 7 Depth Dominant Color Redox Description Texture Structure Consistencd Boundary Roots GPD_i_ft_z In. MunsEli Qu. Sz. Cont. Coke ! (s'►. Sz. Sh. 'F1f#i 'EttQ 1 0-8 10YR3/2 sit 2msbk mvfr cs 3f-m 0.6 0.8 2 8r-11 10YR5/4 - _ sil - 2msbk T rnvfr g$ 2f-rn 0.6 0.8 3 11-16 10YR5/4 c2d5YR5/8 sil 2msbk mvfr gs 2f-m 0.6 0.8 4 16-24 5YR4/4 m2d5YR5/8 sl 2msbk mvfr gs 2f-m 0.6 1.0 5 2436 SYR4/4 m2d5YR5/t3 7.5YR6/2 5l lmsbk/m mfr 1f 0.2 0.6 Krotovfna down to 24", !_Iftuent #1 . 8006> 30 < 220 mg& and TSS >30 c 150 mgfL ' Effluent 92 - B005 S30 mg& and TSS 430 mWL CST Nance (Please Print) Signature / , CST Number Keith Stoner f/- , / �% ^u 224059 Address Keith Stoner CST " DatAvaluatian Conducted Telephone Number 23220 Wood Creek Rd Siren, W 154872 V712020 715-566-0900 SAD-X?V e1C 071Lr I)-ropom owner Natttamid & An"a Wycoff Parcd tD it 022-IOCS-80-()00 Page 2 d 3 3 �+Borm B°nrg # P Ground surface elev. _97.30 R Depm to limiting factor 0 M.kSol Applicabori, Rat Horizon . Depth Dominant Color Redox Description 1 Texture Structure C vIsisterim Boundary: Fkxts i GPIM in. Munseil a. Sz Cont. Cola Gr. Sz. Sh. Efltt �'Fffn 1 0-9 1GYR312 sil 2msbk mvfr CS 3f-m 0.6 0.8 _ 2 9-12 - 10YR5r4 sit Zmsbk mvfr gs 3f--co 0.6 0.8 3 12-20 ; 10YR5/4 c2d5YR5/8 sit 2msbk "rift gs 3f-m ! 0.6 018 4 2G-26 5YR4/4 m2d5YR5/8 sl 2msbk mvfr gs 2f-m 0.6 1.0 5 26-41 5YR4 4 / m2d5YR5/8 7.5YRb/•2 _ St lmsbk/m mfr - 1f-t71 i p.2 p.6 Krotavina down, to 26". EvKlenc,, of a 15" wK;e horse path -h&Mnq indications of compacnort_ F4 ] gonrig # eo—g Z wit Ground surface e4ev 94.10 tt. Depth to limiting tail 0 In. -or - l Appiication Fiat Haium Depth Dominant Cotor Redox DescnpUon Texture Structure Consistence Boundary Roots GPDM- m. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Etni -t nxz 1 0-9 10YR3/2 f2d7.5YR4/6 sil 2msbk rttvfr Cs 3f co 0.6 0.8 2 9-16 10YR5/4 I c2d5YR5/8 y sit 2f-msbk I mvfr gs 2f-m 0.6 0.8 i I 5ttovd pit to vt3rifyr the ability to see redommorphic feaures in the A-horiaan. El Boiling Boring # Pit Ground surface elev. ft. Depth to limiting factor ..._ .. So# Appiicatlon Rate Horizon Depth Dominant Color I Redox Descr4*on Texture Structure ;Consistence Boundary Roots GPD/ff' in Munsell Qv. Sz. Coat. Color i Cr. Sz- Sh. Ettxt �EFhn_ I i I i Effluent #1 HOD. > 30 < 220 MgrL and TSS >30 <- i 5o mgA ' Efftuent f#2 - f3005 c 30 mgn_ and TSS <30 mg/t_ Sr41Fx1�, d ry R 97„ xern Stmr CSt Soil Test Site Plan For: Nathaniel and Angela Wycoff Parcel in the NNN' 14 - SE 114 See.3 T29`-R16W Town of Baldwin - Saint Croix Count,,' 20 40 Graphic SraMr (rapt) 1 inch 40 tt 287' 95.50, Site is partially open wf low brush, Box Elder and Buckthorn. 3.80 Acres <1 % • - Horse Pasture Crass Slope, 46.90' Approx. Horse Trail location. 97 50' 5%"� " x 9 65� 1 Page 3 of 3 Carr Creek Elev. = 83.00' Carr Creek to the N.E. Corner of the Shed — 354 ft. - - PID# 002-1004-40-000 563' 8'/ PH)# 002-1008-80-000 x x System elevation bated on a �96.4.5' surface grade of 96.90' Rm.Shed Proposed Dose Tank Location FN# 1149 Elev. = 94.76' CIL of 245th St. Existing Septic Tank Proposed Septic Lank Location Q &rv. = 99.54' 0 Dry Well • WELL It1 BM = Bottom of House Siding N.E. Corner Elev. = 102.24' 563' P/L Out Buildings Elc%ation Data B:: I -- 94,90, 10' 2 - 96.17' Bw ; - 97.30' B `-1 94. l 0' Proposed Pump Tank Grade - 94.76' t niucnl 1-evel in Septic - 951 96' BM = Fop of Rork N.E. Shed Foundation HRP —same ASSUMED ELEV. - 100.00' ' = BackhoePit ! Sh,,vel Pit Diggers Hotline# 2020-2605857 Juh 7th* 2020 Keilth E. Stoner CST'# i_W9 ,.,r 3 , DIVISION OF INDUSTRY SERVICES _ 10541 N RANCH RD HAYWARD wI 54B43-6462 Contact Through Relay P Y hdp.Irdsps wl.goylprograrnsfindustry-serv" www wisconsin gov Tony Evora • Governor Down Grim - Secretary March 8, 2022 CONDITIONAL APPROVAL SOILS SATURATION DETERMINATION Plan Review: PWTS-032200357-C KEITH STONER 23220 Wood Creek Road Siren WI 54872. SITE: Nathan and Angela Wycoff 1149 2451h Street St. Croix County Town of Baldwin NWY4-SE%-S3—T29N—R16W C©NDITIO,VALLY APPROVED DEPT OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES ( e 64 M J SEE COKRESPONDENCE 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 Keith Stoner, Certified Soil Tester (CST) and his recommendations. • This approval is limited to the soil characteristics within the tested area. This approval is basec 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 July 12, 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 0.4 gpd/sf, and the linear loading rate 5.0 gpd/ft. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. if the site is too wet to prepare, do not proceed until it dries. • Chisel gqw in& to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. • Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. • This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. • This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. • A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, CeCel R CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Industry Services (608) 400-3186 elizabeth.rudnicki@wisconsin.gov Index Pale for the Interpretive Determination liepor( 0h%ncrs Name Nathan and Angela W%cott CONDITIONALLY APPROVED Address 1 14c) 245"' Street DEPT OF SAFETY AND PROFESSIONAL SERVICES Wood\ illc «VI �,4028 DIVISION OF INDUSTRY SERVICES Parcel I D4 022- 1 00�-80-000 � J— i.cga1 Description Parcel in the NA'l'-1 -- SF:Ii4 SEE COPONDENCE Sec. ; 1-29N-RIOW Site .Address: Same Township and Count\ Fo\%-nship of Baldwin in Saint Croix Count\ Page 1 Introduction. Local ll\drologN and Local Geomorpholog}. Page 21 Local Ge0n10rph0l0gV conunucd and Landscape Position Page 3 Pre%iousl\ Appro,ed Interpretive Determinations and Anal\sis Palk 4 Anal,sis continued and Conclusions and Sitc Recommendations Page Conclusion and reference~. Attachment 41 Soil and Site Fxaivation Report Attachment K`' Soil Series Description Attachment �;; Topographic and Soils %lap of Arta C'S F Keith F. Stoner CSTM9 224059 Address Wood Creek Rd. Siren W1 54872 Siunaturc Date 11' 20. _' 1 I Interpretive Determination Report INTRODUCTION The t0110%king is an interpretive determination report completed for Nathan and Angela Wycoff. The Wycoff Property consists of two parcel located in the NW I /4 of the SE ',', Sec. 3 129N - R IbW in the Township of Baldwin in St. Croix Count\. The parcel with the dweliing and associated out buildings is 3 acres in size and the adjacent propert} to the north is 3.80 acres consisting of pasture and the stream bed of Carr Creek. On July 7"', we completed a soil and site evaluation in order to detennine the suitability of the soils on site for the construction ofa replacement sanitary system. The current sanitar-, system consists ofa septic tank. dry well and aver now trench. Several soil borings were completed along the best contour available. The soil horinus re\ealed redoximorphic Matures from directly below the A -horizon to nearly 4 inches. \ ith less than the A-4" soil conditions we will be required to use the interpretive determination process in order to install an onsite dispersal system. My goal is to conclusively demonstrate that the soil conditions at this location are suitable, liar the placement of a 40 gallon per day mound sanitary system that will not contaminate the around water supply and will treat and disperse the wastewater produced from this existing three bedroom residence. LOCAL HYDROLOGY The fownship of Baldwin is located in the cast central portion of St. Croix County and is located in the \'fellow River Watershed. Surface water thorn the mound site tlows south across the site then fla7ws northeasterly dawn slope across the pasture into Carr Creek. Carr Creek runs northwesterly into Emerald Township where it tlows into Dr-, liun Creek near section 20 continuing north and west to the Town of.lcvett where it joins the Willow River. The primary source of water available to this site %%ill he from precipitation (with a mean annual precipitation of between 28-33 inches' and the subsequent runoff received from heavy rains or melting snow. I'hc water table onsite would he considered perched priittaril} due to a dense sand, loam glacial till within the profile exhibiting a massive structure at a depth of 24 inches or greater. LOCAL GEOMORPHOLOGY Geomorphology by definition is the science that studies the evolution of the Earth's surface and the s} stematic examination of landtorms and their interpretation as records of geologic historx. The soils of St. Croix County have a divcrsit\ of parent materials. Parent material is the: original deposit of mineral or organic material before it is altered into soil. As a result of the repeated glaciations in the region the nature of the parent material laryly determines the physical and chemical properties of the soils. Soils that lonned i13 parent material composed mainly of sand and gravel have very high saturated hydraulic conductivity (pernteabilit} ) and very low fertility_ In general. permeability decreases and fertility increases as the content of silt and clay increases in the soil. Glaciers advanced and retreated o%er the surface of St. Croix County several times during the late \� isconsin glacial period which occurred between 25.000 and 9,500 Nears ago. Each glacial advance left a mineral deposit, which today forms a complex mosaic of'parent materials. Post -glacial deposits also occur. including windblown material. alluvial deposits, and organic accumulations." An actively moving glacier can erode the pre\ iously existing glacial deposits to a depth of 20 test or more. The eroded material combined with eroded bedrock is known collectively as drift. The drift is transported by moving ice and eventuafl\ deposited in various waNs. Flic nature of the transported material and the mode ofcieposition determine the characteristics ofthe parent material. Material deposited at the ice margins is called till: landforms composed of till are called moraines. Till is a poorly sorted mixture of sand. silt. and clan particles as well as gravel, cobbles. stones, and boulders. There are two main types of moraines- terminal and ground. Terminal moraines formed at the leading edge of a glacial advance. and -,round moraines formed beneath the moving ice. The material deposited beneath the ice was 40111pactckl and is called dense till. Drumlins, another type of glacial landlorm also occur in St. Croix County. Drumlins are typically long, low ridges molded b% a moving glacier. In some places the till was covered hN windblown, silty sediments called loess. It was under these conditions that the soil mapping unit Frceon Series was created. The Frecon series consists of moderately well drained s()ils \%hich are deep to a densic contact. I hese soils formed in loess or silty lacustrine deposits and in the underlNing, dense sandy loam till mostly on ground moraines, end moraines and disintegration moraines. PermeabilitN is moderate in the silk mantle, moderatelti slow or slow in the lower part ofthe solum and very slow in the substratum. Slopes ranLe from h to 12 percent within FoC 2 :lapping ('nit." The FoC2- Freeon silt loam, heavy substratum mapping unit has a dense sandy loam till in the Xd horizon. I his soil series belongs within the Alfisol order of the 12 main orders of soil taxonomy and the ( heat Group of Cilossudalfs. Fhe taxonomic class for this soil is a coarse- loamy. mixed. superartive. frigid Qxyaauic Glossudalf: ' The Glossudalf great group has a diagnostic horizon known as a glossic horizon defined as an F• horizon that protrudes in a tongue like manner into a usually degrading Bt or Btx horizon." This soil has a seasonal high, perched water table due to the loamy till substratum. LANDSCAPE POSITION / LOCAL TOPOGRAPHY I he site is located on a slope shoulder with a slope gradient of 8% and a northeasterl., aspect. I here is approximately 120 Icet of contour on which the proposed mound cell %will be located. he land surface shape configuration ofthe site shows a shape parallel to the contours as convex and the land surface shape perpendicular to the contours is convex to linear. The tested area is located within a pasture. Four borings were documented around the perimeter ofthe proposed dispersal area. they revealed a silt loam textured A horizon with a medium moderate sub - angular blocky structure to a depth of 8-9 inches with a moderate medium sub -angular blocky, structure with many fine to medium roots. Fhe root pore linings were examined with no evidence of redox features. The F.,`B horizon was a similar well structured silt loam. The testing occurred on the .Duly 7th 10 days after the site had received ? inches of rain. 'We encountered water seeping into the pit wails at depths ranging from 30 inches to 40 inches near the proposed site. Boring 2 on the down slope side appeared to have additional inches of suitable soil below the .- horizon but was \ ariable. I believe this was due: to the proximity of the road ditch diyertln`-1 2 surface water away from the site. Boring I also appeared to clean inches below the A- horizon and was the highest boring elevation wisc. Boring I the down slope boring to the east showed redoximorphic features at 8 inches directly below the A -horizon. this was the most restrictiyc boring and likel4 due to its location on the slope that recci\es additional surface water from the }ard and driyeway. The propo,td dispersal cell contour will be located 2; ft. above this boring with the a S ft. width and associated down slope fill. The cow truction Cif the mound will address the surface water b, divcrtin , it around the site_ SOIL DISTURBANCE Initial disturbance to this site MOuld have been the remora] of timber from the property which occurred from 1840 to the early 1900's. Once the timber was removed, much of this area was cleared and used for agricultural purposes. his site is an old farm stead and the tested area has likely been used as a pasture for many years. The current owners have horses and there waft a single trail winding through our proposed mound dispersal area site. This trail was approximatel} 15 inches in width and was compacted as would be expected. The trail was compacted to a depth of approximately 3 inches. 1 took a shovel and dug into the enter of the trail to determine the depth ofconipaction and found that there was structured soil helow the: compacted surface. No redox features were noted however it could he a possibility. I feel that any redox features if present could he easily explained by such compaction and that this relatively small area could be tilled along with the rest ofthe site breaking up the compaction and incorporating the mound sand. requested an onsite review to be performed b\ Wastewater Specialist CeCe Rudnicki which is protocol for interpretive determination sites. In reviewing the site C'eCe felt that it would be better to provide sonic site remediation to break up the compaction associated with the horse trail prior to the plowing and actual installation of the mound dispersal cell. This would include removing some ol'the Box Elder trees within the tested area to allow for additional sunlight to the site, chisel plowing to break up the compacted soils. disking to level the seed bed and to establish vegetative cover seeding ol'annual rreg,rass and a pasture mix. This process took place in august of2021 and will aid in the re -orientation of the soils structure so it can accept the treated wastewater from the proposed dispersal cell. PREVIOUSLY APPROVED INTERPRETIVE SOIL SATURATION DETERMINATIONS Since the code change of July 1 ". 2000 1 ha\ e completed man% interpretive determination reports l-lased on soil analysis and the process outlined in SPS 385.60 (?) with review~ completed by past and present wastewater specialists. I have completed interpretive determinations in several sail series including the Frecon Soil Series that we are discussing presently and the geollraphically associated soils ofthe Santiago and Magnor Series. The well drained Santiago and somewhat ixx-rrly drained Magnor soils are in a drainage sequence with Frecon soils. The Santiago is located higher in the landscape and the Mangor is slightly lower or less sloping landscape position."` All of these soil series have shown the ability to support properb, functioning mound sanitary systems based on the t%pica] .10 inches of sand fill while using, low lineal loading rates and placement on water shedding landscape position. ANALYSIS OF THE SITE To determine the depth of seasonal saturation for an interpretive mound site we typically look vcrN- closely at the following characteristics: Soils (Texture. Structure and Consistence) Landscape Position Vegetation Type The soil texture for this site consists of a moderate!-, permeable A horizon with a moderate.. medium sub -angular blocky structured silt loam 8 to 9 inches in depth. The g,lossic horizon ranged from 8 to ?0 inches on this site. As we investigated the soils onsite. the slope percentage decreased as we worked west along the contour. The soils of the A -horizon in this area were a loose mineral soil with well defined soil peds and appeared that the,. would accept moisture readily. No redoximorphic features were visible in the A horizons of soil pits I three 3. A shovel pit boring 44 was dug in an area down slope of the proposed site that looked wct. 1 did this for the sole purpose of determining whether or not redox features were visible in the dark colored A- horizon. This boring 44 did reveal redox features within the A horizon and is used as a comparative reference. Landscape position is yery important to a sites ability to deal with the forms of' precipitation and associated surface water flow. This site is situated on a 5 to 8 °'o shoulder slope position consisting of a pasture that allows surface water to run across and down slope into an area with concave slopes that effectively works as a drainage way to move the surface water to the northeast corner of the parcel to the Carr Creek bed. The type of vegetation onsite is another indicator of soil wetness. This site has been used as pasture for many years. Plant species identified in the field by common name are Box Fldcr. Buckthorn. quack grass. white clover and dandelions. Trees in the adjacent yard to the south were Ash trees. Box Elder. and American Flm. Root depth was moderate with the highest density in the first 12 inches with a gradual reduction in number and size with depth. This density typically indicates an unsaturated soil condition with an available oxygen supple in the profile to sustain mcsophytic plant growth throughout the growing season. I believe we have beneficial site indicators that will justify the use ofthis site for a 3 bedroom sanitary system consisting of domestic \%astewater. They are as follows: uo A moderately well drained A horizon with a moderate medium sub -angular block structure. which will assist in integrating wastewater into the natural sail. e A water shedding landscape position assisted by a slope ranging from 50,0 to 8%. e Mesophyte vegetation onsite consisting of plant and tree species that require neither to wet or to dry soil conditions in order to prosper. Based on these soil and site characteristics I believe a predicted depth to seasonal saturation of 8 inches is justified. 4 Conclusion and Site Recommendations In conclusion, and as stated previously. a predicted depth of seasonal saturation of 8 inches can be applied to this site rt ith confidence after a detailed soil and site re%icN%- of this property. The purpose of this in depth review is to site a bedroom sanitary system. In designing a sanitary system for this site I would recommend the following design parameters: ✓ 5.0 gal. fl.!day linear loading rate ✓ .40 gat. ft. sq. basal loading rate ✓ 30 inches of ASTM C33 sand fill ✓ Proposed upslope cell mound contour ol' yb.90" with a s), stem Elevation of" 99.40' Chisel plo%+ mound surface to a minimum depth of 6 inches to assist incorporation of the mound sand and to break up the compaction associated with the horse path. Site preparation should include typical vegetation removal along with chisel plowing to re -orient any platy structure and incorporate sand into the substratum. By following the conditions set forth. I believe this system design will adequately treat and disperse the wastewater generated from the existing three bedroom residence. I also believe that the sanitary system will comply with the purpose of Spy 381.01 being. that the sanitanr system will be sale and \kill protect public health and the Haters of the state. USDA Official Series Description — Freeon Series Lz;tablished Series 1949 updated in 199' Rev. 2006 St. Croix County Soil Survey United States Dept. of agriculture 1978 St. Croix- Count% Soil 5urvev - United States Dept. of AL!riculture 1979 USDA Official Scries Description - Frecon Series established Series 1949 updated in 1992. Rev. 2006 USDA Offlicial Series Description Fro eon Series Fstablished Series 1949 updated in 1992. Rev. 2006 " Soils: Genesis and Geontorphology : Randall J. Schaetzl and Sharon Anderson 2005 "` USDA Official Series Description — Freeon Series Established Series 1949 updated in I W2, Rev. 2006 �Am 4 240 _ '387 5rtFi12= official Series Description- FREEON Series Some pedons have a Bt horizon with color and texture like the Bt part descnbcd above. The 2E part of the 2E/B or 213.1 horizons has hue of5YR, 7.5YR, or IOYR; value of to 6, and chrotrra oft or 3. Colors of4'3 or 5 3 have vahte dry of 7 or rrx)re. The ?E part is typically sandy loam fine sandy loam barn or their gravelly analogs, but in sconol pedom it is loamy sand or gravelly loanry sand. Jhe- 213t part has color and texture like the 2Bt horizon descnbed below. The 213t horizon has hue of2.5YR, 5YR. or 7.5YR, value of to 5. and chroma of to 6. It is typically sandy k,am, tine sandy loam loam or their gravelly analogs. Bulk density ranges from 1.65 to 1.90. Some: pedons have pockets or strata of barrry sand or gravelly loamy sand. The 2BCd horiwn has hue of2.5YR, 5YR. or 7.5YR, ,ukie of to 5. and chroma of to 6. It is typically, sarxly loam tine sandy barn or their gravelly analogs. Clay, content averages more than 7 percent. Bulk density ranges frorn 1.8 to 2.0 gm,cc. Some pedons have pockets or strata ofloamy sand or gravelly loamy sand. The 2Cd hon*z on has hue of 2.5YR. 5YR. or 7.5YR: value of 3 to 5. and chroma of 4 to 6, It is typically sandy loam tine, sandy lown. or their gravelly analogs. Clay content averages more than 7 percent. Bulk density ranges from 1.8 to 2.0 gn-'ec. Some pedors, have pockets or strata of loamy sand or gravelly, loarrry sand. COM PE'"NG SERIES: These arc the Aflad. Blowers, Frol;crcck, l au ren, Neo it, and Scott Lake series. A similar soil is tln: BrerinyAle series. A -ad, Nega and Scott Lake sails do not have a densic contact within the series control section. B wers and I lau en soils do not have a 12 to 36 inch n- antle that is more than 50 percent sih. Br ille soils have base saturation greater than 60 percent in all parts of the argillic horizon. Frogicreck soils average less than 7 percent clay in the dense till. CCEOGRAPHIC SETTING: Parent material: Formed in loess or silty lacustrbe and in the underlying dense sandy loam till of Late Wisconsin Age. Landk) m: Ground moraines, disintegration triorairies, end moraines, drUrnittis. and ice -walled glacial make phins. Skope: 0 to 20 percent. Elevation: 800 to 1950 feet. Mean annual air temperature:39 to 45 degrees F. Mean annual precipitation: 28 to 33 inches. Frost -free days: 120 to 135 days. GEOGRAPHICALLY ASSOCIATED SOiLS: These are Adollih, Alijigna. At_ ix�n. Auhurndak,Cjpitoli. C•e ILaG D1a, [1 • gr. New , 'V�l, 'antis o, and S ocix:ei soils. The well drained San j= wee. the somewhat poorly drained it a , the poorly, drained Cc , and the very poorly and poorly drained Af oh and Cal2kola soils are in a drainage sequence with Freeon sons. Santiago soo16 are on steeper sloping landforrns. Magiwr soils are in lower or less sloping areas. Cebana, Adolph, and Capitola soil., �rre i depression~ and draatagmways. +Ile:,ric./DMwnan0s%2QN-ocr 20SethrgrMdmrv5tratorWy%20DCCaYent3rSoIN20.5er+e5%20Desmphrns/FRLEON.h" N4 511612020 Official Series Descnpuon- FREEON Series fine tubular pores: few medium vesicular pores. cornni n faint dark reddish hrown (5YR 3/4) clay tilrns oil top faces of peels: few medium prominent strong brown (7.5YR 5/8) masses of iron accumulation on vertical ped faces; about 5 percent gravel and l percent cobbles: moderately acid. clear wavy boundary. 2BCd2--64 to 85 inches: dark reddttih brown (5YR 3,r4) sandy loam; weak extremely coarse prismatic structure tending to part along horizontal cleavage planes to weak thin plates inherited from the parent material. - many fine tubular pores; tew medium vesicular pores: common faint dark reddish brown. (5YR 3/4) clay films on top faeces of peds. about 5 percent gravel and I percent cobbles; moderately acid; clear wavy boeuxlary. (Combined thickness of the 2BCd horizons ranges from 0 to 70 inches.) 2Cd--85 to 100 inches; reddish brown (5YR 4/4) sandy loam massive tending to part along horizontal cleavage planes to weak chit plates. firm,' dense and compact; about 5 percent gravel and I percent cobbles. moderately acid. ME LOCATION: Barron County, Wisconsht; about 3 l,'2 nines south of Barron, 1100 feet north and 200 feet west of the southeast corner. sec. 16, T. 33 N., R. 12 W. Dallas USGS quadrangle. lat. 45 degrees 20 minutes 30 seconds N. and long. 91 degrees 51 minutes 35 seconds W.; NAD27. RANGE IN CHARACTERISTICS: Thickness of silty mantle ranges from 12 to 36 inches. Depth to the base of the argillic horizon and to dcrisic contact ranges from 40 to 60 inches. Content of clay averages from 7 to 17 percent in the particle -size; control section and content of fine sand or coarser averages 15 to 70 percent. The base saturation (by sum ofcatiorts) is less than 60 percent in some part of the argillic horizon. Volume ofgravel ranges from 0 to 10 percent in the silty mantle and from 5 to 35 percent in the till. Volurve of cobbles ranges from 0 to 3 percent in the silty mantle and from 0 to 5 percent at the till. Volume of stones ranges from 0 to I percent in the silty mantle and from 0 to 3 percent in the till. Surface stones have coverage ranging from 0 to 3 percent. Reaction ranges from eweincK, acid to slightly acid in the sokm except that it ranges to neutral in the Ap horvon where the soil is limed. Reaction rariges from stron�:ly acid to ne utral in the substratum. Rcdox concciurations are vvithQr 40 inches and occur as high in the protile as the F horvon in some; pcdons. Redo.x- depletions are below the upper 10 inches of the argiltic in some pedons. Saturation occurs below the upper 10 inches of the argillic. but within a depth of 40 inches at some: time in most years. The Ap horizon has value of 3 or 4 and chroma of 2 or 3. Uncuhi,,3ted areas have A horizons, I to 4 inches thick, with hue of 1 OYR, value of 2 or 3. and chroma of 1 to 3. Some pedoms have an E horvon with hue of 7.5YR or l OYR, vahae of or 5, and a chroma of 2 or 3. Colors of 41,'3 and 5 '3 have value dry of 7 or more. The E horizon is sih loam or sih. Some pedorts have a Bw horizon with hue of 7.5YR or I ONR, value of to 5. and chroma of 4, It is sih loam law horizons with spodic color have less than 0.6 percent organic carbon. Freeon soils have a glossic horizon. Horiwnation has a wide range depending on the thickness of the silty mantle and the degree to which eluviation has occurred. Therefore. there can be l; B, BIT, 2 NJB, or : B/E horizons singly or ni cortnbirtatin. The E part of the EB or B/E horizon has color and texture 1`ke the F horizon described above. The Bt part has hue of 7.5YR or I OYR, value of 3 to 5, and chroma of 4 to 6. Ole 1//C./Docunw ts%20ancM.203etbngS/Adrrmrwstrator;HSy0k2oDocLunentsiSoo1%20Series%2ODescripoicxtsrFREEON.hu l 2/4 `_V 1612020 Official Series Descriplion- FREEON Series Established Series Re,-. D3H-DEJ-1-i G 04, 2006 FREEON SERIES Hie Frecon series consists of %,m deep. moderately well drained sots which are deep to a densic contact. 'l v formed in loess or silty lacustrine deposits and in the underF ing dense sandy barn till on ground moraines. end moraines, disintegration moraines, drumlins, and ice-,vall;d glacial lake plains. Permeability is twndcrate nt the sihy mantle, slow or moderately slow in the till subsoil, and very slow in the substratum Slopes range from 0 to 20 percent. Mean annual precipitation is about 30 inches. Mean annual air temperature is about 42 degrees I~ . TAXONOMIC CLASS: Coarse-laanw. mixed, superactiVe, tiigid OxyaqLk Glossudalfs TWICAL PEDON: Freeon silt loam - on a convex 2 percent slope in a cultivated field at an elevation of about 1,200 feet. (Colors are tpr rnoist soil unless otherwise stated.) Ap--O to 7 inches: very dark grayish brown (i OYR 3r2) silt Barn. light brownish gray (I OYR 62) dry; moderatc fine subangular blocky structure; liable, common fine roots; about 2 percent ravel; moderately acid: abrupt snix)oth boundary. (6 to 9 inches thick) FJB--7 to 19 inches: about 60 percent brown f i OYR 5/3) silt loam (E), very pale brown (I OYR 713) dry: weak indium platy structure; friable: extends as tongues into or surrounds remnants of dark yellowish brown ( I OYR 44) silt loam (131): moderate fine subangular blocky structure: friable; few distinct dark brown (7.5YR 3"4) clay iihir5 on faces ofpeds: con-snon fhe and very fine roots: many very fine and few medium tubular pores: cornmon L:oarse prominent Strong brown (7.5YR -lib) masses of iron accwrnuiation, about 5 percent gravel and 1 percent cobbles. sliotly acid; clear smooth bowl nary. (0 to 15 niches thick) 2B/E--19 to 39 inches, about 70 percent dark brown (7.5YR 3/4) sandy loam (13t): nx7derate medium subangular blocky structure; friable, conymn faint dark brown (7.5YR 14) clay films on lades ofpeds; penetrated by tongues of brown (10YR 5!3) sandy koam (E), very pal: brown (I OYR 7/3) dry; weak thick platy structure; friable; few fHne roots; many fine tubular pores: common coarse prominent strong brown ( 7.5YR 5 /S ) masses of iron accumulatKi m. about 12 percent ravel and I percent cobbles: strongly acid: clear smooth boundary. (The glossic horizon ranges from 5 to 40 inches thick.) 2Bt--39 to 53 inches: dark reddish brown (5YR 3 4) sandy loam; moderate tine and medium prismatic structure tending to part along horizontal cleatiage planes to weak thin plates inherited from the parent material; firm tew- tine roots: common fine tubular pores, common firs and rniedium vesicular pores: conitmn faint dark reddish brown (5YR 3/4) clay fihrn on all faces ofpeds: very few prominent brown (10YR 53) silt coats on vertical faces ofpeds; kw coarse pronvtent strong brawn (7.5YR 5/8) masses of iron accumulation. about 5 percent gravel and I percent cobbles; strongly acid; clear smooth boundary. (5 to 30 inches thick) 2BCd1--53 to 69 inches: dark reddish brown OYR 3/4) sandy loam; weak very coarse prismatic structure tending to part along horizontal cleav-age planes to weak thin p4ites inherited from the parent material; firm; many 61e. RC:00currVh ts%20ar&/.20SethngsiAdrNIllstrator'MyN/.20Doc1Jnwms/&-1I9,.20Serles%2UDescrijkons/FREEON.htni l b�+if«rw+Yiit' Official Series Description- FREEON Series The moderately well drained SpeiXgr sod are on similar landscape positions as Freeon soils, the somewhat poorly drained .Ahnena soils are in lower or less sloping areas, and the poorly drained Auburndale soils are in depressions aril dram* geways. These soils have a silty mantle heater than 36 Inches thick. The well drained n aril Newot soils, and the moderately well drained HaLmcn and Ncwood soils are on landscape positions that are similar to, higher than, or more sloping tlkin those of Freeon soils where the sihy mantle is less than 12 E-Whes thick, or is absent. DRAINAGE AND PERMEABILITY: Moderately well dramcd. Surface runoff low to high. Permeability is moderate in the silty mantle, moderately, sk)w or slow in the till subsoil and very slow in the substratum -1-his soil has a perched seasonal high water table at a depth oft to 3.5 feet for I month or more at some time during the period of September to June in most years. USE AND VEGETATION: Much of this sod is cleared and used for pastureland or cropland. Corn small grain, and hay are the major crops. The remainder is in woodland or wooded pasture. Native vegetation is deciduous forest. Common trees are su&mr n-raple. black cherry. American basswood, white ash. yellow birch. American ehTM bigtooth aspen. quaking aspen, balsam fir, northern red oak, and eastern hophonnbeam. DISTRIBUTION AND EXTF N'T: North -central and northwestern %Visconsin and east -central Minnesota. LRR K, MLRA 90A, and MLRA 90B. This soil is extensive. MLRA OFFICE RESPONSIBLE: St. Paul, Minnesota SERIES ESTABLISHED: Barron County, Wisconsin, 1949. T'he original type location was changed in Barron County with the correlation of the updated soil survey in 1992. REMARKS: Diagnostic horizons and features recognved in this pedon are: Particle size control section - the zone from 19 to 39 inches. Ochric epipedon - the zone from 0 to 19 Hi lches (Ap, VB), Albic horizon - the zonc from 7 to 19 inches (E part of the B B). Gbssic horizon - the zone from 7 to 39 inches (LB, 2B/E). Argillx horizon - the zone from 19 to 53 Inches (2B/E. 2Bt). Dcnsic contact - the contact with dense till (2BCd 1, 2BCd2, 2('d) at 53 inches. Redoxinorphic concentrations - oxidized color features in the none from 7 to 69 inches. Lithologac discontinuity - at the upper boundary of the 2Bt'E lxariwIx n at 19 hes. The bulk, density and platyness of the argillic horizon Is considered to be relict of the trill, but studies are needed to determine whether or not these horizons meet criteria for fragipans or fragW soil properties. The 2BCdI and 2BCd2 horizons were originally described as 2)Bt horizons, but were re -designated because they are transitional to the substratum and exhibit densic characteristics. ADDiTiONAL DATA: Former Soil Interpretation Record - W10030. Refer to soil surrey sample number S90WI-005-7 for NSSL data on the typical pedon. National Cooperative Soil Survey U.S.A. (ills'A;RFEON .'*rt as Wisc.,onstn Depatmv of Safety and professional Division at Industry Serwes SOIL EVALUATION REPORT #3541 Page 1 of 3 in aCCoidance wrth SPS 385, Wis. Adm. Code Keith Stoner CST Attach complete sale plan onpaper not teas than B!F1 x t t inches in size. Plan must County St. Croix include, but not rimited to: vertical and horizontal reference paint (BM), direction and -- --___ - percent slope, scale or dimensions, north arrow, and location and {tistance to nearest road. Parcel I.D Ptsatta print all information. 022-1005-80-000 Verspnar +rehxmation youPrwidee may be used Fol sceo�,dary purposes (Privacy I-aw. & 15 tTA (t) fm)l Reviewed By Date. Property Owner ¢roperty Locatiar, Nathaniel & Angela Wycott Govt. Lot NW1;4, SE1/4, S3. T29N. R16W Property Owrer•s Mailing Address Lot # Block # Subd. Name or CSMu 1149 245th Street Crty State lip Code -Phone Number— F' J City ❑ village Town Nearest Road _ Woodville WI 54028 651-303-5856 Baldwin Same New f onstructmn Use. Residential ! Number of bed►oom& 3 Code denved desr�n Ilowv rate 450 GPD Replacement Ptrb#ic or commercial - Descttbe: Parent rnaterial Loess or Sifty Lacustrine deposits over dense Sandy Loam Till Flood plain elevation, it applicable -.... ft _NA General comments Propose a 5 x 90' mmna dispersal Cell using a surface grade elevation, of 96.90' io sel a system elevation - 99.40'. Interpteisve and reaommendalsons: Determination requued. ❑Boring Baring � N Pit Ground surface elev 94.80 ft. Depth to limiting factor 0 in. SOY Application Rate' Horizon Depth Dominant Color Redox Description Texture Structure Conswencd Boundary Refs GPD/ft, in. Munsell Qu. Sz. Cont. Cctor Gr. Sz. 5h 'Eryrl ffrt2 1 0-8 10YR312 - ail 2msbk mvfr CS 3f-m 0.6 0.8 2 8-13 10YR5/4 c2d5YR5/8 ail 2msbk mrrfr gs 2t-m ' 0.6 0.8 3 13-36 SYR4/4 m2d5YR5/8 sl 2msbk mvfr - 2f-m 0.6 1.0 I Root We linings dean in A4mzon. Krotnvina down to 30'. Water seepage into ptt at 367. 1 2 1 aoring * e Boring .M1I �' �! rIR MIVVIIV JU.IQi;C CICY, 7L1.1f Tt, ueptn to Irrttmng tactof U in, y l Appficatw Rate Horizon Depth Dominant Color Redox Description Texture Structure Gons#stencq Boundary Roots GPD/W in. Munselt Qu. Sz. Conr. Color Gr. Sz Sh. I 'FHMI -,�fltr2 1 0-8 10YR3/2 ail 2msbk I mvfr cs 3f-rrt 0.6 0,8 2 R- 8-11 - I0YR5/4 ail 2msbk mvfr 95 2f-m 0.6 0.8 3 11-16 10YR5/4 c2d5YR5/8 sil 2msbk rttvfr ; gs 2f-m 0.6 0.84 --- 4 i 16-24 5YR4/4 m2d5YR5 8 / sl 2msbk mvfr gs 2f-m � 0.6 i 1.0 5 - 2436 - ----- SYR4J4 __-R. m2d5YR5/8 7.SYR5/2 _.._ - sl lrrlsbir/m mfr - r 1f ? 0.2 0.6 - -- I t Knotwinai down to 24". —I.0 ' .' - o uga aV < eeV mg,c aria r 55 >30 < 150 mgtL ' Effluent 02 � BODi S30 mg1L and TSS -30 mgtL CST Name (Please Print) Signature: _ CST Number Kaft Stoner �-- r , ^ ; 224059 - --- G.-- . k_. , _ Address Keith Stoner CST Date 1 vaivatinn Conducted Telephone Number 23220 Wood Creek lid siren. WI A872 7,'/'2020 715-566-0900 sau-n! m rR 11711 I, ;'rapoiv owner Natttano & Angela Wycoff r'wed to: 022-1005430-00_0 _ _. pap 2- of 3 31 801ing # t30r>f1g (Xj Pit Ground sutiace elev. 97.30 _. it. Depth to limiting ractar 0 in. `f Application RA Horizon Depth Dominant Color Redox Description Texture : Structure Consistence Hounds y ; Hods i 43MVP in. Munsell Qu. Sz, Cont- Color Gr. Sz. Sh. i 'EIGIt j 'Fttk2 1 0-9 1OYR3/2 - A 2msbk mvfr cs 3f-co 0.6 ! 0.8 2 9-12 10YR5/4 - sil 2msbk mvfr gs 3f-c o 0.6 0.8 3 12-20 IOYR5/4 c2d5YR5/8 sit 2msbk ntvfr gs 3f-M 0.6 0.8 4 20-26 5YR4/4 m2d5YRW8 S1 2msbk mvfr gs 2f-m 0.6 1.0 5 26-41 M414 7.5YRli/'�` 51 lmsbk/m mfr - If-m 0.2 0.6 Krotuvina down to 26", Evidence of a 15" wide !rase path showing Indications d cwpKnm i__I �^g i Bonnq # I Z Pit Ground surface of ew. 94.10 ft. Depth to limiting factor 0 in. $qil A W.*m RA ` "od2on Depth Dominant Color Redox Description Texture SlrLKIure ;Consistence, Boundary Roots GPDMF l in. Munsell Qu, Sz. Cont. Color , (ir. S .Sri. _, �Eltft - -itftr2 1 0-9 IOM/2 f2d7.5YR4/6 sit 2msbk mvfr cs 3f-co r 0.6 0.8 2 9-16 IOYR5/4 c2d5YR5/8 sil 2f-msbk mvfr gs 2f-m 0.6 0.8 i Stx_rvel plt to verify the abiRy to See iedotrimorphic features in the A -horizon. F—I%finri it I. -. Boring t - Li urounu surface elev. _,---.--... - ii. —up" w wfy Ia4"I in. -- - Solt A *Aication Rztr? Horizon Depth Dominant C31or Redox Descripb on Texture Structure Consistence Boundary Roots GPD1117 in. Munsell Ou. Sx, Cont_ Color Gr. Sz. Sh. f` =ttnz l i Effluent ill . 800,> 30 c 220 mgJL and T&S >30 <.150 mg/L • EHluerit #2 . GODS < 30 rnglL and TSS [ 30 rlj& S111"114tem rtk.07ris. xeNri 5mner fST Soil Test Site Plan For: Nathaniel and Angela Wycoff Parcel in the NW 1/4 - SE 114 See. 3 T29N-R16W Town of Baldwin - Saint Craig Count C 20 40 Graphic SM16 (ra t) 1 Inch - 40 ti 287' 95.50' Site is partially open w/ low brush, Batt Elder and Buckthorn. 3.80 Acres < 1 % - Horse Pasture Cross Slope x 96, 90' \\\ Apprar Horse Trail location. 1 97.50' ---- 5% 96 6s' x Page 3 of 3 Carr Creek Elev. _ — 83.00' Carr Creek to the N.E. Corner of the Shed — 354 fi. PID# 002-1004-40-000 563' PIIJ# 002-100840-000 x x System elevation based on a *Bno\ 96.35' surface grade oj' 96. 90' Shed Proposed Dose Tank Location Elev. = 94.76' FN# 1149 Proposed Septic Tank Location O Elev. = 99.54' O Dry Well 563' 3,00Acres Existing Septic Tank (2 ABM #2 C/L of 245th St. • WELL >xz BM = Bottom of House Siding N.E. Cosier Elev. = 102.24' 563' PIL Jul► 71h, 2020 Kelth E. Stoner CST# 224059 Out Buildings Llc�alion Data W 1 94.80, 10 - 96.17' B ,-97,0' B-4 94.10' Proposed Pump Tank Erase - 94,76' Effluent Level in Septic - 9i•96' ABM = -1 op of Rork N.E. Shed Foundation EMP=Same ASSUMED ELEV. - 100.00' ' = BackhoePit • Slrr,%•el1'i, Diggers Hotline# 2020-2605857 ST. C LJN`-Y SANITARY SYSTEM File #: 1 l OWNERSHIP/ADDRESS FORM I Office Use only Created 1/2011 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 he 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 Angela L and Nathaniel R Wycoff Mailing Address 1149 245th Street City/State/Zip Woodville, WI 54028 Phone Number (requueff 651-303-5856 Email Address !required`, �reedomtofocus@gmaii.com Parcel Identification Number 002-1005-804)00 & 002-1004-40-000 (found on the property tax bill) Property Location _ 'A Subdivision 11',)t Certified Survey Map # Warranty Deed # 1148038 Number of bedrooms 3 NEW SYSTEM: LEGAL DESCRIPTION ';, , Sec. 3 _, T 29 N R 16 W -Gown of Baldwin Lot # Volume__ Page #` (before 2006)Volume Page # _. Spec house tJ yes ® no- Lot lines identifiable ® yes 13 no OFFICE USE ONLY New Property Address � IVA WpotirTtrnn of new Trldrys re(;,j.ired frpm Ccm" .mIIy Deveiopment Departryent for new ronstruction I ,staff snit als) (Date) This form must be submitted with all Private Onsite Wuter 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 surve rttop f; reference is mode in the warranty deed. Community Development Department _ir d Jze D:o, or. 715 386-4680 St. Croix County Government Center 715 245 4250 Fax cdd,a'sccwj.aav 1101 Carmichael Road. Hudson, WI 540,6 WWN.s cwfaov UNOFFICIAL COPY State Bar of W owotisin l'urtlt 1-,OOi WARRANTY DEED tlocirniw Name fIIIS 1)F'FI). made between Beck A. VWlie) and iarmn, 1 Virrnet minted to rrh Plrkt�r --_ I" Grantor." whether one or nwi �: I. and Nathanicl R. W'vcoffand Anr;cla L NycufT nrlrricd to carh ether. 1, Juiit' Teliants -- — I "( irant�c." whither nee <,r more t (ir.n)tur. far a saltiable consideration. col cy. to Granik:r the toll',wtee estate, Wcethcl N•Ith the rents, profits. ! ?tlUres and uthcr ;ippurienaint 'i,lt'r('1tti. tit t Croix i'ollttly, .titatc of ""ISCOnsin ("Propertyt ril'ntun ,pace I, necdcd piease atlach addendurn); Pie South 2K7 feet of the "est'5(13 feel u1'thc S%k 14 of NU 1.4. an<I the North '.aI feet of the West 563 feet cif the N W' 4 Of SF t 4, ALI It, Section 3, Township '1 North, Range Ih West. 'I own uf'Baldwin St Croix (ouniv. Wisconsin 1148038 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 02/04/2022 09:46 AM EXEMPTtt: 17 REC FEE 30.00 PAGES: i • *The above recording information verifies that this document has been electronicaity recorded & returned to the submitter Re.,1:Jmq Arc', \a;nc and Rewri ,5.10 �;,;_-liii'>hn_r,Nth lu.. IIP.; ,Sir at•h. Pll, r1,�1.rd is Liken a) w1filiment of that Lal)d Contract dated 01 17 '010, tiled l', as Document No 9521 Ah The consideration paid fnt the real estate wet., TI;1, I, 'O H).100 011_ reed Tax in the atliou it ot• 5480 (H) wa, paid at the time of recording 17n1 Sas n.ul ::,ld I_.uld I. lrnlrart. -t-I „ w aril, 0iIil the title to the Property is gund, mdefe,t.ihle in fee .imple and twe and clear of eneumbranres ekcept. (SGA�Ia (Sr x[ r f ire t' .� 1 , nr: s • 1�.Immv %I VIII ENTICATun\ Slenatttre:t , I authenticated on I ITLE. WWWR STATF BAR OF W'ISCONSI\ I If rim, atnhonred by Wu Stat 70(,.0(,) t HIS INSTRUNiF NT DRAFTFD RY Robert Brown - Ancona 'Title Nt I-wrokw- 41SU 11'hIte Bear PIN.WMv Whtfe Hear Labe. MN SSI 10 C> "? t (Cc t1l col 'NI)" j. {a{19� -, mean 1, S7 UL- �11' :Ih1 <<-11;r,tt ti (J% U A. Karnes and Tam tiv i_ G`arnev, i i rr e 14a �tl,cl k171,1>sn h, he 0!e perSUn(sl who c.xecuteLl the foregoini,, inar�:n'.c'1'.t ;line :''1.td2ed the same \lllaT'• I'LI I t:k[G' h�r,n,n,cnr) 'tit; natures tua) be aulfienlicarccl n' a Inn, lcrli'rd Knlh are not \U"I-E: I Ills 14 I, k-1 ern41t0) FORM tVl' %lOI,lIle trlVh, ltl l lilt, I (11t, tiiNn t n Rt t'I.F. lHl ) tlll.v l it H.D. D) F.I) a.2001 ,) t I1. B %R of %I I,,( OWN 1-ti)RM1I \t,. 1-2(R)3 • 1 I,C Iwine hei'm +1k;lurinl', St. Croix County 1148038 Page t of t Wisconsin Departm�fl fef�( eFtd File§s`rce Division or Industry ° ,, ! �J � ' uFL- 1 S REPO #3541 r��y , age 1 of 3 0 L T 2dZQ iri accordance with SPS 385, W is. Adm. Code Keith Stoner CST County Attach co plete site plan an�r not less an 81/2 x 1 t inches in size. Plan must St. Croix include, b not I'm ri WL f 1 honzo tal reference point (BM), direction and parcel I.D. percent sl lewrtthttddts lWfMI4rr w, and location and distance to nearest road. _ 022-1005-80-000 Please print all infnrrnatfon. Revii y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Fa i v-� Nathaniel & Angela Wycoff Govt. Lot NW1/4, SE1/4, S3, T29N, R16W Property Owner's Mailing Address Lot # Block�#Su�bdName�oCSM# i 149 245th Street City State Zip Code Phone Number City [] Village ® Town Nearest Road Woodville WI � 54028 651-303-5856 Baldwin I Same ❑ New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate _ 450— GPD ® Replacement ❑ Public or commercial - Describe: Parent material Loess or Silty LaCuBtrine deposits over dense Sandy Loam Till Flood plain elevation, it applicable NA ft. General comments Propose a 5 x 90' mound di cell using a surface grade elevation of 96.90' to set a system elevation = 99.40'. Interpretive and recommendations: Determination required. .�,,• Fil ❑ Boring V (j - Boring # ® Pit Ground surface elev. 80 _ ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Doh in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr, Sz. Sh. Consisten Boundary Roots GPDM •Eff#1 -Eff#2 1 0-8 10YR3/2 - sil 2msbk mvfr cs 3f-m 0.6 0.8 2 8-13 10YR5/4 c2d5YR5/8 sil 2msbk mvfr gs 21F--m 0.6 0.8 3 13-36 5YR4/4 m2d5YR5/8 sl 2msbk mvfr - 21F-m 0.6 1.0 Root pore linings dean in A -horizon. Krotovina down to 30". Water seepage into pit at 36". EBoring # ❑ Boring pit Ground surface elev. 96.17__._ ft. Depth to limiting factor 0 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description i Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. !GonsistencE Boundary' I Roots ! GPD/ft2 'Etf#1 _ 'Eff#2 1 0-8 10YR3/2 - sit 2msbk mvfr cs 3f-m 0.6 0.8 2 8-11 10YR5/4 10YR5/4 5YR4/4 5YR4/4 - c2d5YR5/8 sit - 2msbk mvfr gs 2f-m 0.6 0.8 3 11-16 sill sl 2msbk 2msbk mvfr mvfr gs gs 2f m 2f-m 0.6 0.6 0.8 1.0 4 16-24 m2d5YR5/8 m2d5VR5/8 7.syRAI? 5 24-36 Aimsbk/m mfr - if 0.2 0.6 Krotovina down to 24". EI'ltuent #1 = BvuS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Elfluent #2 = BQD < 30 mg/L and TSS <-30 mglL. CST Name (Please Print) Signature: CST Number Keith Stoner l 224059 Address Keith Stoner CST Date valuation Conducted Telephone !Number 23220 Wood Creek Rd Siren, W 154872 7/7/2020 715-566-0900 SBD-8330 (R_07133) Property Natllartiiel & An4eaa wqcof - Parcel tD V _ 022-foo5-sow Page z of 3 r—� t3oring - - - - - ng Boring # ❑ Pitt Ground surface elev. _- 94.10 ft. Depth to limiting factor {} in. Soil Application Rate Horizon Depth in. Dominant Col70". Munsell dox Description Texture Structure ;Consistence) Sz. Cont. Color I Gr. Sz. Sh. Boundary Roots I GPD/W `Eff#1 I `Effit2 1 0-9 2 9-16 10YR3/2 10YR5/4 f2d7.5YR4/6 c2d5YR5/8 sil 2msbk sil 2f-msbk rnvfr mvfr f CS gs 3f-co 2f-m 0.6 0.6 0.8 0.8 I I i Shovel pit W verify the ability to see redoximorphic features in the A -horizon. F] ❑ Boring Boring # Pit Ground surface elev. 9 in. ft. Depth to limiting factor Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Texture Structure Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots GPD/ftz 'Eff#1 -Eft#2 ' Effluent #1 = SOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 q 30 mg/L and TSS <30 mg/L SBD-8-IMI1eg M07113d Ke" SWrw CST Soil Test Site Plan For: Nathaniel and Angela Wycoff Parcel in the NW 1/4 - SE 1/4 Sec. 3 T29N-Rl6W Town of Baldwin - Saint Croix County 0 20 40 Graphic Scale (Feet) t inch = 40 ft 287' 95.50' Site is partially open w/ low brush, \ Box Elder and Buckthorn. i IB #= x 96.90' 97.50' ` 96.6s' \ 1B #3 \ —\ FN# 1149 Page 3 of 3 Carr Creek Elev. = — 83.00' Carr Creek to the 3.80 Acres N.E. Corner of the Shed — 354 ft. O r .Norse Pasture -' Approx. Horse Trail location. x [it B 1 PID# 002-1004-40-000 563' x x 96.35' shed � �'"�� Proposed Dose Tank Location Elev. = 94.76' Proposed Septic Tank Location © Elev. = 99.54' a Dry Well 563' 3.00 Acres Existing Septic Tank 0 BM #2 CIL of 245th St. • WELL AL #2 BM = Bottom of House Siding N.E. Corner Elev.=102.24' 563' P/L Ju1v 7th, 2020 Keith E. Stoner CST# 224059 PID# 002-1008-80-000 Out Buildings Elevation Data 13i 1 — 94.90' B42 = 96.17' W13 = 97.30' B94 = 94.10' Proposed Pump Tank Grade = 94.76' Effluent Level in Septic = 95.96' ABM = Top of Rock N.E. Shed Foundation * HRP = Same ASSUMED ELEV. = 100.00' ' = Backhoe Pit • = Shove! 1'it Diggers Hotline# 2020-2605857 qk #1 LfA4 4 * 15r, eAqc couNN NO. 641995 STATE SANITARY PERMIT PREVI S NO. � --V *r" 0, *qr a AWM OWNER JjArftW1Ax%&* WaF10 PLUMBERkM 4UQTSW-LIC.# TOWN OF���µ 1N SEC ?j ,T Z�N, R�r��' AN D/OR LOT BLOCK r EXP1 RES SUBDIVISION ISSUING OFFICER CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit (h) The approval of the sanitary permit is based on regulations in force on the date of approval. (c) The sanitary permit is valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. DATE L UNLESS RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (R1I/20) Kevin Grabau Subject: PLOW- -641995--Knudtson--Wycoff Location: Town of Baldwin --"RED" Start: Mon 7/25/2022 10:00 AM End: Mon 7/25/2022 11:00 AM Recurrence: (none) Organizer: Kevin Grabau Categories: POWTS 1149 245" Street 002-1005-80-000 03.29.16.4613 Scheduled on phone with Keith 7-22-22--LG Kevin Grabau Subject: Final--641995--Knutson--Wycott Location: Town of Baldwin- JP Start: Mon 8/1/2022 9:00 AM End: Mon 8/1/2022 10:00 AM Recurrence: (none) Organizer: Kevin Grabau Categories: POWTS Keith Knutson called and talked to Julie to schedule 7/29/22, 002-1005-80-000 03.29.16.46B 1149 245"' St.